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Home My WebLink AboutCotuit Landing Stop and Shop 5-�u�P 4 S �c�� Lc,.r.d,�� C��- �; � a ,� - __ - . _ — ----- .- __---- — --� - --- - � - - - =� '� - rri� / acva � Of Massachusetts: 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/31/2002 Report No. 52 i Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Partly sunny, 75 degrees .TIME: 7: 00 AM CONTACT: Bob Cunningham from Kay Construction " PURPOSE: Observe earthwork construction EQUIPMENT: Catg 416c backhoe, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of granite curbing continued along center island using a Cat 416C backhoe to the proposed elevation at the bottom of curb, exposing previously compacted gravel base, which received a smooth bucket finish to densify disturbed soils prior to several overlapping coverages with small plate compactor to densify disturbed soils. Upon installation and placement of granite curb sections, concrete from Lawrence Redi-Mix was poured in place along outside face of curb sections to the top of base course elevation. Backfilling of installed curb was performed using a Cat 416C backhoe to place and bucket compact excavated gravel base materials. No further compaction efforts performed -this date. Installation operations are ongoing. These observations were related to Mr. Cunningham prior to departure. Inspector Premium : Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 0 -i Ld REMOVE EXISTING 10'PLuG AND IZ'XB*XI2' TEE M CONNECT C)0ST[NG IT WATER 12- GV UAIN TO NEW 12'WATER MAIN .7— 2 C) 12-k10'INCREASER I — 12'CV ON C00ERVUE—OSTERMLLE WE RICIROVE E)QSTM Ir PLUG AND CONNECT E)GSTWG S' WATER MAIN TO NEW 12*WATER MAIN ow XK L -F e RH TER riz 6 12 NSTAR NE-17B MH 6591070 a5m LLJ ELECT C LLJ U < APPROXIMATE LIMIT OF 110YORI( To BE PERFORMED UNDER A SEPARATE OFF—SIT� IMPROVEMENTS CONTRACT to Excavation and \i Nstar IMI-- o nstallation of granite 24 curbing continues =rAn X AT&T MH FEM&C CAS 10-CAS s APPROXIMATE LIMIT OF TO BE PERFORMED U A No curbing placed at AR —S! IMPSEPRO ENATE TS ACT DMH location N S 0 40 80 SCALE IN FEET UTS' 5 Richardson Lane Stoneham,MA 02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 3 PROJECT NO: DATE: 05-31-2002 DE WROUND 6 CONDUIT(47 JERGROUND 4 CONDUIT(60) EX18nNtIl AERIAL UTIIJTIES To REMAIN AERIAL r •,pit I *Y ".:• •:: ' � •'.:,I,• ' ' ,�: _.. � .r;.i { it �:'/: .•j.y;._ ... .. � �� 1 :%�%• .a..d�:.t.•.,1 Y VEFUDN 1tI'xftr WAIT Excavation and installation of granite t .,,.-curbing continues i • ..... a.. s z.:. NG BOftURIAL KC TIMICH �WNW RTN� I .,•, r.� �aouilQi� + r"-_ (8)•4 PVC VEt�IzON ��pp,,�p (d) 4' AYC VERIZON � - .. .. NO .."._. ...... ... .............. J_..l,:ti).1./,'... ...n .�._.........•.—.., j_.. ._. •y •.� .. .-:� !�_.. :,.' iJl.. •.1.,l.•„1...'t.....:ar• �,...,:�r:«,._........ _PT.,......._•......_.._•_....._ .._..� .,yY,'.,� �M^ .'.rc� `Fic +u^e `cTw 'r��,��s+''"•� V�ifL°� , . ; �; � ;..Is,I-. ��k:�:;Lei. z;,l;;�•c} �, ..�-. 777=— at TRENCH C�0�iIAVATION �T. . OAS>c/QOgllgff UTS 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 05-31-02 stoneham,MA02180 PROJECT NO. FIELD SKETCH 2 of 3 rig UTUM KM EMMANIFNALUUMM TO �. r �itj4• '1 DET AIL REMAN AERIAL Excavation and nstallation of granite ,' curbing continues � STnrA.1844M bw ..48)I 4. PVCtttJ V" 74 aQroo�rm (A) 4' PVC VERi M- ,l ....1.....J,. .. ._.. .... _-•^::�:� ..-r...,S..:.i�...)•,s..•L..r,a._. .-:i:'S`�-...:.::'r ......... .. _.. ., : ':� s .... ...., ..._... 'X' y� ,.. '`�:ii... .y._ ......_., •'• .� _ _... �j�'�j.•.::.':�. ' f �?• :,ry,'."';.: j•... ,^::�tr:; war... �:..r"•,"��, f,.�-.w= ,G.'�...,...-... ......_�� '/• `��Y.�'' ,:�� ........ 71 �S.lt.1.f.J1.�'i��:(. l;.iv$f� {� q, t .7t.r'N•,i'. `.��',�2`��oplx 1.'.?�'k�%�yw�. :.:..._wx�•ZI;R^. "'��'[TR:S.:Y""4fC _,.nsfN+7,^.r,� tMc�"v..� tJ�.9s 9��•4Slf ;i /X.�. � .�:.�..�.�, a• ..... �' y1.. '' "' ltA l.'i'x7;{•. a-.,....._....,... .. ..._._. _.. ........... ......... ....., ia••'_..,. ...._:M,iC:'r':ove, ,4,%._ /•� t r../r,t;a+,• .yl.;�. „ r'w......:,, ...._. ..,. . :✓.. •X71;:%:,i:,rr:; 1`a.: � _.".<I� Y �.'t t M �' /' w�,.�'...,. -�._ ...._.._.... . . •' fat}l :•,.� ..; S•�, . :!�J '�y ,�rlp•tf.laY.��t 1d:.: �7 r, •' v CH NEWTrANCHY " ,� ,�I r �taN► (1�.t�ow�l►�o� AT ROii alp wwa-M NOW 100 WP 9Y 1W t S' %•, f i ..� A • r �� 5 Richardson Lane JO6 NAME: Stop 8c Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 05-31-02 Stoneham,MA 02180 PROJECT NO. FIELD SKETCH 3 of 3 � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT INSPECTION REPORT Report Date 05/31/2002 Report No. 7 Job Number 7465 Barnstable Building Department Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Partly sunny, 75 degrees .TIME: 7: 0 0 AM, , CONTACT:.Bob Cunningham from Kay Cons ruction OBSERVATIONS: Placement of 1" bituminous concrete surface course was performed at building "F" east parking areas over previously placed binder course. Emulsified asphalt tack coat was applied to binder course by mechanical means using a trailer tank sprayer. The surface face course material from Lawrence Lynch plant in Falmouth was placed, using a Cat AP1055B paver screed at a thickness of 1 1/4" to 1 1/2" to accommodate 111 minimum finish thickness after densification efforts (2" at heavy duty areas) , which were performed using several overlapping coverages of a Hypac C350D twin drum roller, Dresser Gallion twin drum roller and a Dresser S4-6B twin drum roller, to depress the binder course to resistance. Compaction around pavement protrusions (light post bases, sign posts) was performed using a small plate compactor. Material temperature at the. time of placement ranged between 285 and 305 degrees Fahrenheit. one bituminous concrete sample was obtained and transported to the UTS lab for analysis. ..Results will be furnished upon completion. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time, J. Kielty No REVIEWED BY: William P. Crabtree CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva (It ^ Of (Massachusetts. -The Construction Testing People Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/31/2002 Report No. 24 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M . 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Partly sunny, 75 degrees. _TIME: 7: 00 AM CONTACT: Bob Cunningham from Kay Construction & Carl Grassetti from Grassetti Bros . PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: The backfilling of valve chamber (recirc.) structure and associated piping was performed using a Cat 436C backhoe to place and bucket compact 12" lifts of offsite gravel base, consisting of F-M-C sand and gravel, trace silt, followed by the small plate compactor making 4-6 overlapping coverages to densify lift placements. Placement, grading and compaction efforts are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham and Mr. Grassetti prior to departure. Inspector Premium Travel Name Time Hodrs Time J •Y.ielty - No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard APpRt7 / 15.000 GALLON �l ANO)OC TANK _RpTfC CT�l Q� l 1 owALIZATION TANK (11'-4 XZ4'-1(YK8'-3 35"OEEP) noti,n cr REOUM yx, �1`VENT (11'-4*P=-rx9'-3 WIDEEP) 1��PLC COW. ( S ` 15.000 CALLON ' AERATION TANX 46]VT RISER TWO REQUIRED 3 - 2" PVC CONDUITS FOR lquON AND Sa SLP SE TUBW0 68.1x ` VEN T 31 , R15ER VENT To ROOF 6l1 1 ~ OF 11t71t1( 12'S .a 7 `+ �. /^i111ifTyplCAl \sX I b GM 0_1 .: 6e STOCKADE �. 4WJ ex- (DIP)S �.ti GENERATOR 4-4'S (t)LP) rr �� 47'0p,,� .9 , STANDARD Q� LiNOP MoTk(C`� 1 . l 11.000 OAflON C ` / 643 PAVEMENT SETTING t (11-4'x22-2'r9`-� WDW �/A�yE 49 t^ i 1 k f CMS � a 44 k5375 07.7 S \ 6 i 1Q82 50 i , r —' i N % Backfilling of valve F , ' ` , ` hamber(recirc). P, uGE r VOL t t vALLE CHAMBER ndP 9 Note i / OOSING lumbin { (f erg` evised location ( PUMP STAnOH a'S4ff rrr•r� rr.r..� ■rr■Aw�w ■��aa.rr�r�.rri� a . rr� r.rr�rrr.�rr�.rr.wr+ b ------------------ 'DRAWN BY: (,JTJC so leham,MA02 80PROJECTI NO.top 8� Shop Building "G�� DATE: 05-31:02hn Kielty FIELD SKETCH BLDG "Goy i�J � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 0 5/31/2 0 02 Report No. 87 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Partly sunny, 75 degrees .TIME: 7 : 0 0 AM ry CONTACT: Bob 'Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: JCB 215 backhoe, (2) small plate compactors TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of precast concrete curbing continued using a JCB 215 backhoe to the proposed elevation at the bottom of curb, exposing previously compacted granular fill/gravel base which received a smooth bucket finish to densify disturbed soils prior to the small plate compactor making several overlapping coverages to densify base. Upon installation and placement of precast curb sections, concrete was poured in place along outside face of curb sections to the top of binder course elevation. Backfilling inside curb line was performed using JCB 215 backhoe to place and bucket compact excavated gravel base materials, followed by 4-6 overlapping coverages with the small plate ;j'Compactor. ,Excavation and curb placement is ongoing. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard 24 APROVII&A LIMIT OF TOM TO TE BEI'DWORMED Excavation and UNDER A SWARATE WASTERAY101 TREATMENT FACILITY CONTRACT 0XILD) ................... wo C--16) installation of precast 2-r Pvc cbing continues. -VOM MAINS ZENON WASTEM ur TREATMENT FA 22.00D CAL EQUALIZATION "-.:rANK PUMP STATION UNDERPIOUND TREATAWn'TANK UGE/r GDOMATOR AM D$DUD2ft ............. VAULT TRANSFORMER P STA v..A PUMPS 25 as n10/ 1-erso uDE/T LO 11.000 DAL 30 MAINTAIN AND PROTECT ID SEYTUMQ 61,1C DI GREASE TRAP- TAW :� CONNIECT 70 4NISTALL t*r-45'WO "I RELOCATE &OTING MAIM UK HYDRANT � WWI-L %M Pvc ' MAINS BUILD G •F PROPOSED STOP & SHOP 1-14] 1 1-5&00— I ,r; ■ Wit, SUPERMARKET + FFE 65.0 04�0-37A 4 tc into 1RECONNECT b-61.00 rwzLTRA7)oH BASN- I.LD 225 OLLTEC-LINITS-- I15-UNITT-INDE 15 Lem LONG 1-61.00 W-26 K2 4' -6 .11 LK D Q 26 17 Ato 21) 24'D 15-27 24'D 2 O'D.L G Bituminous 2 w 2 oncrete sample I ;, i jj 0 location IV.-54.OD TR I �t�f t F y�7 r', 46 3C .an 1 13 1�.57.00 C-3 0I 8,Gw 1-58.60 2i a 1-4 t To"OF ES-22 E==. v k:tea 1 _VtNT 1-57.70 -A K-Mn EX RESERVE VE 81.00:)4 j( f U=AREA tiro Excavation and f - -- 'ry to installation of precast crK urbing continues.30D CP, ZI Placement and ompaction of bituminous concrete e surface course. Typ. FR. MAL io VA lrxs,)Mr Ynal Ln II FFE-67.7 12 CV iiF "JTS5 RicStoneharn.hardson Lane FIO JOB NAME:lc:f- FStop & Shop Cotuit Landing DRAWN BY: John Kielty FIFI r) RKFTr.H IAII=,qT . MA 021 Dclin -r , r% A-rF. ON III- Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/30/2002 0. Report No. 86 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Fog, 75 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: JCB 215 backhoe, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of precast concrete curbing continued adjacent to wastewater treatment building "G", using a JCB 215 backhoe to the proposed elevation at the bottom of curb exposing previously compacted granular fill/gravel base, which received a smooth bucket finish to densify disturbed soils prior to the small plate compactor making several overlapping coverages to densify base. Upon installation and placement of precast curb sections, concrete was poured in place along outside face of curb sections to the top of binder course elevation. Backfilling inside curb line was performed using JCB 215 backhoe to place and bucket compact excavated gravel base materials, followed °0by. 4-6 overlapping coverages made with a small plate compactor. Excavation and curb placement is ongoing. . , r A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium, Travel Name Time Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser I,n Of Massachusetts, 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham,MA 02180 781438-7755(Voice)781438-6216(Fax) Soil Inspection Report Report Date 05/30/2002 Report No. 86 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp Cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop'Supermarket Co Attn: Arthur Joubert —Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin4lnc Attn: Steve Chouinard 23 2 U APROX! TE LVAT EO VSOREX TO B E POM VIDTREATMV#T FACKM CONTRACT 0QLD) OUNNO C-1111) Excavation and 2-r PVC nstallation of precast aZENON W urbing continues. TREATLAENt F-A —j ...42LODD GAL.EQUAMAT1014 SIA11011 L*CCRQVMPO 7REA GORRATUR AND t D$CLDMK f... ........... VALLY IRAFMANER PAD PFXSS1JRt STAYMN TOTH PLUa Pt Film so UGEIT ID IM000 GAL MANVAN AND PROTECT LD SETTI" OIP%C VOSIWO GREASE TRAP- AM b 34 QMALL tl*-43.OM AND COMECT 10 rXMTM WMER LM 81 RELOCATE pig-- T 1('/ - A JI 1 2-r PVC FURCE MANS oo'.L). DIF' I I 7_I I I—[ 1 - - PROPOSED STOP & SHOP I SUPERMARKET r ,;Ir�l!rtGli♦t♦i'�nali A 1-4 FFE 65.0 EN b-61.00 is Me 11C WILTKATTIOM BASN- 223 ME 117 I LEM LOW P t-81.00 1111 IT Etw"a , s�c•'._.l-,, le.� ` I y� r J l r I, 1 1 I , II -t -2�0 Z4'D bo 6m '. 23 boom T 13 ty.-5400 0 TRANWORMER PAD 3-25 t-57.00 N I's 1-60.00 Von To ROOF CM -j Ej M : E§:r2 5 VEF4T —"IT ----- 12 ---- Uj Et W.7X RESER E 004 AREA V TI LEACHM AREA K11-10 -1-63L90 C T) KID 26 wmaw FIETAL ;r!a;kir TEE for- :,LIS 10 11A FFE 67.7 2 12*C CV 27 L-.;- .414 • 5 Richardson Lane JOB NAME: Stop & Shop Cotuit Landing DRAWN BY: John Kielty - 1 FIELD SKETCH WEST 1TS ('.Stoneham,MA 02180 PROJECT NO: DATE: 05-30-2002 Of Massachusetts. 'The Construction Testing People. '' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date o5/30/2002 Report No. 51 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Fog, 75 degrees _TIME: 7: 00 AM CONTACT: Bob Cunninghatr;`from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 416C backhoe, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of granite curbing continued along center island using a Cat 416C backhoe to the proposed elevation at the bottomo of curb, exposing previously compacted gravel base which received a smooth bucket finish to densify disturbed soils, prior to the small plate compactor making several overlapping coverages to densify disturbed soils. Upon installation and placement of granite curb sections, concrete from Lawrence Redi-Mix was poured in place along outside face of curb sections to the top of base course elevation. Backfilling of installed curb was performed using a Cat 416C backhoe to place and bucket compact excavated gravel base materials. No further compaction efforts 'performed this date. Installation operations are ongoing. These observations were related to Mr. Cunningham prior to departure. Inspector Premium s Travel t Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop,Supermarket Attn: -Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard OMROUND 8 CMMIT(41 I -SIRGROUND a CONDUIT(r) EX03TM AERIAL UTIL MES TO REMAIN AERIAL. Excavation and VERIZON llftftr MH installation of granite 8TA. 18+Q8 curbing continues t B ; E)QSii(NO WtCT O NIAL VMZON UNE PIAC' IN TRENCH (6) r PVC VERtZON �.�`�w mow E� �aoaf (8) 4 PVC V ZON ,`^ te�to0�tr[0 (6) 4" PVC VMZON !� "� '' :.,t'r ^�.. ... r. .. t,.,,yi f rf� r'F 'JF� �1r+,t.� i�.. ~ �.,.�.'.:.??n..11 '`.�- .°�.}!' '...r �h•......_ .. ...._ ............... ..... ....... �p� r ............. 's €.> ,.• PT �r� 1` .,� r,:;i;.',�i t'�•. M7�S11'QT[ Lri1�14 !-_ s79ai0Z{ON -- T NCH >+�9y •ror� .�.,..�,�� =3^.'.M^'� ,r"L".C:"F."•�.-.��C'='a'Sh*r�+s;.v�S:5;r `7� ^ - .��`X•..,. A"�. r.� `. ,�7[•,./ .. f ri. ......•...... �r+�— tC •,,:.F ._ _—_. ... .ter •�k.: "'_' � .�: ..•rr.'T _ .... .. .... .....r�'1t..' .,�- �, . ..,f:�, •�ti BEE DETl .6 A&8 J TRENCH EMAVATION (IrLsONO,9 DEEP) > v . • > P I 1 �' a•"*r AT nowC AeGateaA -----..... _.-- - — & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 05-30-02 V l-S 5 Richardson Lane JOB NAME: Stop p C� Stoneham,MA 02180 PROJECT NO. FIELD SKETCH 2 of 2 Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT TESTING REPORT Report Date 05/30/2002 Report No. 6 Barnstable Building Department .lob Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: N/A .TIME: N/A CONTACT: N/A OBSERVATIONS: The following are the results of extraction and Marshall density tests performed on a sample of Modified Class I top course asphalt placed at the above site on 5/23/02. SIEVE SIZE % PASSING 1" 100.0 3/4" 100.0 1/2" 100.0 3/8" 98.0 No. 4 60.4 No. 8 41.7 No. 16 32.9 No. 30 20.7 No 5.0a 8 6 No. 100 4.5 No. 200 3.0 Asphalt Content - 5.7% Marshall Density - 148.3 PCF Inspector{ Premium Travel Name - Time Hours Time L. Crabtree No REVIEWED BY: William P. Crabtree �Q W� v �r Of.Massachusetts. _ 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT TESTING REPORT Report Date 05/30/2002 Report No. 6 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Cc: Stop & Shop Supermarket Attn: Dan Donahue ,stop•&.Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva 5 �i � - Of Massachusetts 'The Construction Testing People' Page 1 4 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/29/2002 Report No. 55 Job Number 7465 Barnstable Building Department Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Hazy, 75 degrees TIME: 7: 00 AM CONTACT: Bob Cunningham from Kay' Construction ` PURPOSE: Observe earthwork construction EQUIPMENT: JCB 215 backhoe, Cat 436C backhoe, small plate compactor, Bomag Supra heavy plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of precast concrete curbing continued at retail parking area using a JCB 215 backhoe to the proposed elevation at the bottom of curb, exposing previously compacted granular fill/gravel base which received a smooth bucket finish to densify disturbed soils, prior to several overlapping coverages of small plate compactor to densify base. Upon installation and placement of precast curb sections, backfilling was performed using JCB 215 backhoe top place and bucket compact excavated gravel base materials, followed by 4-6 overlapping coverages by the small plate compactor. Concrete was poured in place along outside face of-curb sections to the top of binder course elevation. Excavation .and curb`,placement> is ongoing. Elevating, grading and compaction of dumpster pad gravel base was performed at rear of retail building "A" using a Cat 436C backhoe to place, distribute and bucket compact two 6 inch lifts of offsite gravel base consisting of F-M-C sand and gravel, trace silt. Each lift placement was followed by 4-6 overlapping coverages with the Bomag Supra heavy plate compactor to densify placement. Placement, grading and compaction efforts are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) � Of Massachusetts. 'The Construction Testing P:e.ople' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781438-6216(Fax) Soil Inspection Report Report Date 05/29/2002 Report No. 55 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay construction - -REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard I A one 1111111 qlm� "m war ms w�� r+ ww� •� �� , � - . '6H'Y 1i5�5•JWyJ' �}L:Y ��/I .m+,y+�• �� , l Placement, istribution and FFE 57.7 . ^ ompaction of slab base course ompleted. dV N o- w+' _. N •ter __�•�o�.r��_��__• ��+ ' F '1 5 Richardson Lane JOB NAME: Stop & Shop Building "D" DRAWN BY: John Kielty FIELD SKETCH BLDG "D" UT. S Stoneham.MA 0218PROJECT NO. DATE: 05-29-02 i; Of Massachusetts, 'The Construction Testing People' - Page 1 I 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/29/2002 Report No. 53 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Showers, 75 degrees _TIME: 7: 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, John Deere backhoe, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of granite curbing continued using at Cat 436c backhoe to the proposed elevation at the bottom of curb, exposing previously compacted gravel base which received a smooth bucket finish to densify disturbed soils, prior to several overlapping coverages by the small plate compactor to densify disturbed soils. Upon installation and placement of granite curb sections, concrete from Lawrence Redi-Mix was poured in place along outside face of curb sections to the top of base course elevation. Backfilling of installed curb was performed using the Cat 436C backhoe to place and bucket compact excavated dense course materials, followed by 4-6 overlapping coverages with the -small plate compactor to densify placement. Installation operations are ongoing. These observations were related to Mr. Cunningham prior to departure. Inspector. Premium Travel Name° Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Ld REMOVE EXISW 10* PLUC AND ITX8*XI2' TEE M •CONNECT EXISTNG 10' WATER 2 12- GV 1AAN To NEW W WATER uAiN --7==7- 12')"0'104CREASER I - 12'CV ON CENIERVILLE-OSTERMUE SWE REMOVE E)QSTWG Er PLUG AND CONNECT EXISTING Ir WATER MAINTO NEW 12' WATER MAIN Et!'><W10S TEE7- SLWAOr eriz i2 MH 12 NSTAR NE-17B VOL MH 6591070 C 1_0 y ELECT LLI A < APPROXIMATE LIMIT OF"IWORK TO BE PERFORMED UNDO A SEPARATE OFF—SITt imPROVDAENTS CONTWT to FFE-67.71 11 24 Z3 E WrAL C &T MH 7 —ROM to' s . .... APPROXIMATE UMIT OF M UN Excavation an E OFF—Sl A TS installation of granite CONTRACT1 curbing continues N S 0 40 80 SCALE IN FEET UTS5 Richardson Lane SIoneham,MA 02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 2 PROJECT NO: DATE: 05-29-2002 4GROUND� �3* .. r :g VERIZON/NBTAR NEW UTIUTY POLE COMPLETELY UNDERGROUND -VERIZON TO GO UNDERGROUND 6 CONDUIT(44) MBTAR TO GD UNDERGROUND a 0ONDUfT(r) Excavation and i installation of granite ` I' curbing continues '. �.r•...n .... mum moon, momm, .... ••r. a+ urr,. � EXIST(NOIR CT AURIAI VBRI. any V� : � �YON UN6 PLACED IN 1RENCN4. Muslim union j nou r� N� :y�.y ... .. /•�� •�Of i»�, , (V) 4',PVC VERIZON x a. 4 - 1 ...... ......•- ...-..... _ _ ...Y. •... •w ..... r -......-.. _. WAR 1 ' NE-1781 .,. p� � AEI SM10 Stu. 1�8 8EE DETAILS A&8 QTS. s Richardson Lane JOB NAME: Stop & Shop'Rte 28 Improvements DRAWN BY: John Kielty DATE: •05-29-02 Stoneham,.MA0218Q. . .- ., PROJECT NO, FIELD SKETCH 2 of 2 1 A0 RP, Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 0 5/2 8/2 0 0 2 Report No. 54 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Hazy, 75. degrees .TIME: -7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: JCB 215 backhoe, Cat 436c backhoe, small plate compactor, Bomag Supra heavy plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of precast concrete curbing continued at retail parking area using a JCB 215 backhoe to the proposed elevation at the bottom of curb, exposing previously compacted granular fill/gravel base, which received a smooth bucket finish to densify disturbed soils prior to the small plate compactor making sseveral overlapping coverages to densify base. Upon installation and placement of precast curb sections, backfilling was performed using JCB 215 backhoe to place and bucket compact excavated gravel base materials, followed by 4-6 overlapping coverages with the small plate compactor. Concrete wds poured in place along outside face of curb sections to the top of binder course elevation. Excavation and curb placement is ongoing. Elevating, 'grading and compaction of dumpster pad gravel base was performed at rear of retail building "A" using a Cat 436C backhoe to place', distribute and bucket compact two 6 inch lifts of offsite gravel base, consisting of F-M-C sand and gravel, trace silt. Each lift placement was followed by 4-6 overlapping coverages made by the Bomag Supra heavy plate compactor to densify placement. Placement, grading and compaction efforts are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No i , Of :massachusett-s. 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 0 5/2 8/2 0 02 Report No. 54 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction _ -REVIEWED BY:, Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard i 21 UArNIAN AND PR07M • 8 -34 EZSTNG SEANCES""TIM "'m"Ps Mod 28 San EXPSTM AMER PRMCT MAINTAIN AM P*MCT GREASE TRAP DOM or Ilk- Ir-W KNO AND CONNECT TO L'_ OdSTWO WATER IRE V!!:VE !RELOCATE -WS— J RELOCATE 5-3 —Im Lon L)(HOPE U-w-TA 0�p r—A A 7 RECONNECT SEWER CUMMCT04 R. CT EYJ "Elevating, grading an CENTV ompaction of umpster pad base -ourse. JAL A ro PROTECT AM CABLE Coo— UVPQ To cin 4r Ls :ww4 1-4 2 1 4 Iff D W_ lo" ALL /Y-I. ------ Ui "14 AND TV.) AREA ALI -1-6190 L BE REW FAUTVP) m) CONNECIION AND U AT SD `K0 —-—-—-—-—--- FETAL:D a 0 A .. . - I E_ IFIEZ.1.4. Excavation and • 'installation of pre Iwo ItA) ins castR. .7 curbing continues. 23 A .. .............. .. ...... HAWAM AM ILI......... ... ............... . t 5 RichardSon Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John KieltyFIELD SKETCH EAST UTSStonemm,MA02180 PROJECT NO: DATE: 05-28-2002 •s r• Of Massachusetts hu. "The Construction Testing PeoW _L_ETTER OF TRANSAIITTAL — SOIL TESTING RESULTS PROJECT--,.— -S�n o _._��v� . ' �n_ j' ..r,� v P�( Sri SAMPLE NO. PROJECT NO. Sample Submitted by: Date Submitted: 51a`� lU SOURCE: ❑ On-Site Generated @ Location: ❑ Off-Site Borrow: Other: (Z�, a�� rye` P-1re-vc,- G� REQUESTED TESTING PROPOSED USE Gradation Analysis ❑ Structural Fill Wash Sieve Analysis ❑ Granular Fill Ximodified Proctor Test ❑ Common Fill ❑, Atterberg.Limits ❑ Ordinary Borrow tl x❑ .�O't11er; ❑ Massachusetts DPW Standard Specifications REMARKS ❑ Does conform to the Project Specifications ❑ Does not conform to the Project Specifications Marginally does not conform t the Project Specifications YQ ❑ Other ❑ No Specification provided to our office. ❑ Specifications provided to our office but sample not submitted to a specific use. ❑ Sample submitted without indication of intended use and without Specifications. We suggest the suitability of this soil be reviewed and approved by the Architect & Engineers-of-Record prior to use on the project. John C. McCarthy Soil Department Manager 1.438-7755 Fax (7811 438-6216 GRAIN SIZE. DISTRIBUTION TEST REPORT - < CC N C C C •- •- C a N m O O O O O1 O 100 O M N to M ae ac � ac � ac � I 90 80 I 70 w Z 60 w z 50 w U w 40 d 30 20 i I 10 0 200 100 10 .0 1 .0 0. 1 0 .01. 0 .001 GRAIN SIZE - mm % +31' % GRAVEL % SAND % SILT % CLAY USCS LL PI 0 . 0 20 . 8 63 . 9 15 . 3 SM I SIEVE PERCENT FINER SIEVE PERCENT FINER Location : inches number size 0 size 0 •RT. 28 ROAD EXCAVATION 1 .5 100.0 4 79 .2 1 97 .0 10 73 . 1 0 . 75 94. 5 20 57 . 4 Description : 0 .375 86 . 4 40 33 .3 •F-M SAND, SOME F-GRAVEL 50 24.8 LITTLE SILT 100 17.3 GRAIN SIZE 200 15 .3 D60 0.929 D30 ?::: D10 Hi I�1J1J� Remarks : COEFFICIENTS #200 WASH SIEVE Cc C u UTS OF MASSACHUS'ETTS, INC. Project No. : 7404 5 Richardson Lane Project : STOP & SHOP STORE #66 , COTUIT, MA Stoneham, MA 02180 Date: 5/28/2002 Sample No . 7613 MOISTURE-DENSITY RELATIONSHIP TEST ` 145 140 w U a_ 135 OOF U c a) 130 0 125 ZAV for Sp .G. = 2. 75 120 0 2 . 5 5 7 .5 10 12.5 15 Water content , % Test specification : ASTM D 1557-91 Procedure B, Modified Oversize correction applied to each point Elev/ Classification Not . S G. LL PI % > % < Depth USCS AASHTO Moist . p 3/8 in No.200 SM 13.6 % 15. 3 % ROCK -.CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 136 .0 pcf 132 . 1 pcf F-M SAND, SOME F-GRAVEL Optimum moisture = 5 .9 % 6. 7 % LITTLE SILT Project No. : 7404 Remarks : Project : STOP & SHOP STORE #66 , COTUIT, MA Location : RT.28 ROAD EXCAVATION Date : 5-28-2002 MOISTURE-DENSITY RELATIONSHIP TEST UTS OF MASSACHUSETTS , INC . Sample No . 7613 � Of Massachusetts "The. Colnstlruction .Testing People'' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/28/2002 Report No. 8 Barnstable Building Department Job Number 7462 Attn: Michael Trott Project Stop & Shop Landing Retail D - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Hazy, 75 degrees TIME: 7: 00 AM `CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 326c backhoe, Bomag Supra heavy plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Backfilling of interior pier footings and elevating of slab base course continued using a Cat 436C backhoe to place and bucket compact 8"-12" lift of offsite sand gravel fill, consisting of F-M-C sand, little gravel, trace silt. Compaction was performed using 6-8 overlapping coverages with the Bomag heavy plate compactor to densify each lift placement. Placement, distribution and compaction efforts are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel , :� 5 a:a �; 3 -„ter. ms 1 4#Time_��_ hoursccz � ca Time Name' - -.r.�.�; ,y,�--Time-, f": J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard I JL LLI ,.h Ski--II Backfilling of interior pier footings. Placement, st 67•7 4distribution and � 4 compaction of slab base c ourse continues. _. N a s sSIM UTSstonehBM,MA0218PROJ CST NO. DATE: Building "D" DATE o5 28 John Kielty FIELD SKETCH BLDG "D" .A r �• Of :Massachusetts 'The,Construction Testing People" Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 0 5/2 8/2 0 02 Report No. 88 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Hazy, 75 degrees .TIME: 7: 00 AM CONTACT: Craig Williamson from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436B backhoe, JCB 215 backhoe, (2) small vibratory plate compactors TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Grading and compaction of sidewlk area at east side of building "F" was performed using a Cat 436B backhoe to evenly distribute existing offsite gravel base, consisting of F-M-C sand and gravel, trace silt and natural sand deposits to the proposed elevation at bottom of sidewalk and curb, followed by the small vibratory plate compactor making 4-6 overlapping coverages to densify any disturbed soils. Grading and compaction efforts are ongoing. Excavation and installation of precast concrete curbing continued at retail parking area using a JCB 215 backhoe to the proposed elevation at the bottom of curb, exposing previously compacted granular 7fill/gravel base which received a smooth bucket finish to densify disturbed soils, prior to the small plate compactor making several overlapping coverages to densify base. Upon installation and placement of precast curb sections, backfilling was performed using the JCB 215 backhoe to place and bucket compact excavated gravel base materials, followed by 4-6 overlapping coverages made with the small plate compactor. Concrete was poured in place along outside face of curb sections to the top of binder course elevation. Excavation and curb placement is ongoing. A field sketch is attached for review. The observations were related to Mr. Williamson prior to departure. Inspector, Premium Travel Name Time Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) "- Cf! Massachusetts. 'Tt a Construction Testing F66,01'e' Page 2 5 Richardson'Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 0 5/2 8/2 0 0 2 Report No. 88 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp :REVIEWED BY: ., Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard ifh , r. l^ / a,►4 APT1O#alA7C LAST OF•ORK TO BE POWVWM % / yMpE11 A SEPARATE MA4R9ATOt TREAT,O1T CO1• OW IRACT ) last G C ) i .so r .. .................... .. ........_............ �V C ZENON WASTEWATER ::: 7FEA11EM FACLtTY - D :_•..22,000 CAL EWAUZATION UlOERCROUIrD TNEATIIDTT TA1K .-- 1 TA/DI L SUIP STAl10• ` fd101AlOR AND D1C1858TA VALLT VGQ7(rj•::: ••:......:::: ::::- o O� ` _ ` _ 7RANAOR![R PAD 6 20 .. / STATION![0OSM6 !?w •- • _ � .` � srATMo,• iRN1Ps �B w ._l'`• '�'�..�•'��~�,� 1-37.3LD 0 UQ/TQ ` 64` MAINTAIN AND PROTECT LD 11.000 GAL j' `T - COSTING GREASE MAP- lD ttID� s, - -, CMAIL 1r-43'BDID •. — ' _ Excavation and VIAL„� a_ 6.t VALVE 22 'D -1/ e-s ��-•` ..�1 ,�'�' � `�';. � ,��--installation of precast j� ■�' 3T rr Pv I z G M curbing c ontinues. J p�� ^ MINCE YAS BUILDING DFa w■ .•: -'�' . PROPOSED STOP & SHOP L SUPERMARKET 1-5&W ,ITI' , •11,'f'7,'i 1'i'I�i Ti 1 1 1 A^ 1, 1 1 1 1,1 1„ , ■ 1011 RE e3.e JTA - ■ 'rl I 1 1 1 11;1;r;I•, •" I RECONNECT )v Q - rMal 1 '1 - 1, ,Ir ,1B I1111111 r, ••1 % C _TilD T 1;1 ;1;1;1;1 ✓ _tiff�.p , : r. - - _.� 1-61.00 //ttf - 1; - 1�1�'1 �,'. r 1 -IS 1;1;1;11 I �- 1 l�il��d��NC.r1T�1"- _�--�` MO R•,LTMIATION BASIN d 11 Ie 1 1 } ,',; 'l4 ', r 1 ,' 1 / 7290ULTAC.U,DSr'r1 1NDT�MOE �' 1 ( '' ,'I',Ilrl Ire I r,�, • >b Il i•Arl) �,..,� I N 13 IllN6 IIIIII LOM6 - 1 1 1 :a,�"i1Zc'Ai - Q 1' '� 1 I I PI1; .TL• .,�'�1� �I 1 1 %'/ -�+•.-_`. w■.2 � d I i r ..�•::-... � I s•Q ) L'" 30•LVL I r : r. � a Baas N"'I%"' i pI, :� • a ,B .-v 17 24.0 -) 1 :L�' 1, 0X ACT ES-27. .. ) e'O.L GZD _mix; 4 f 2'0 -� :,DDD1 < 'I C NY D IV..saoo ) T TRANSFORMER PAD :ltD Cr-r 'S ! Ep 7j �C I I 1 nwir :IW Y o-sT.Go -DD0 3 a NN -� e•cr I-" iC m ;a '.� 1•04 C' I.s310 ,-GM.00'i�: i � �— 1 23 J o :s•a ) •.�• 1e _yy To aaor{'{i' �' ;r k=== Vie• aT =__ �'� ES 22 1 _ - - t T Vp, _ ______ 7 ! _ iGLU rading of ,2 _aT .,-30 1 � :my a: ...,,^� sidewalk base. =�* 60.7:' 1-37.70 r' .a �.�1 is I ' .s1° RESERVE AREA (• b -a0 RESMIo Te0 -�_ �- -- _.._..__ � ...j T ICAowo AREA I ro f t 1" iN _.----7___� • ■ ----_-- i Rff • / 0j 1 �-3ff0 T 1 ■ • n 120 ___ Q s-- -- -- -____� - s--- -- ---'----- 1 13 p� 11 VIM • �- AL 1t xe x1r Ta -,r GV 'Ro SL1BA� r •n• .saee t n• T 5 Richardson Lane JOB NAME:'Stop & Shop Cotuit Landing DRAWN BY: John Kielty FIELD SKETCH WEST �'+ Clnnoham eaaminn D[�11.I�P`'T Nn, nATE' 05.25-2002 . T df Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/17/2002 Report No. 4 Job Number 7462 Barnstable Building Department Attn: Michael Trott Project Stop & Shop Landing Retail D - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy, 65 degrees _TIME: 7: 00 AM CONTACT: Bob Cunningham from Kay*Constructi.on . PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, Cat M318 excavator, Bomag Supra heavy plate compactor, 10 wheel dumps TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Backfilling of interior and exterior foundation walls continued using a Cat 436C backhoe and Cat M318 excavator to place and bucket compact 12"-18" lifts of granular fill (onsite natural sand deposits/subsoil blend) consisting of F-M sand, little F gravel, little silt, which was previously excavated and stockpiled from wall/footing locations. Compaction was performed by the Bomag heavy plate compactor making 6-8 overlapping coverages to densify each lift placement. Backfill operations are ongoing. Elevating of slab base course began using a Cat 436C backhoe to place and bucket compact 8"-12" lift of offsite sand gravel fill consisting of -F-M-C sand, little gravel, trace silt, from Lynch Pit in Falmouth, which was transported to the site by 10-wheel dumps. Compaction was performed by the Bomag heavy plate compactor making 6-8 overlapping coverages to densify each lift placement. Placement, distribution and compaction efforts are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser (f''M.aSsachusett ' 'The;Coiristruction Testing People' Page 2 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 0 5/17/2 0 0 2 Report No. 4 Barnstable Building Department Job Number 7462 Attn: Michael Trott Project Stop & Shop Landing Retail D - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & S,hop Supermarket• s Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects } Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: ,Steve Chouinard too ago w r.I. Foundation wall backfilling (interior r3 / ° and extrerlor) Icontinues Placement, distribution and Compaction of slab "• base course begins. I r - s-� 40 N UTS 51RIC 9rmsMA0218JOB NAME: Stop & Shop Building "D" DRAWN BY: John Kielty . FIELD SKETCH BLDG "D'.' t PROJECT NO. DATE: 05-17-02 � - OUMassachusetts `The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT INSPECTION REPORT Report Date 05/23/2002 Report No. 4 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 60 Is TIME:, 7 : 00 AM CONTACT:-Bob Cunningham from Kay Construction OBSERVATIONS: The writer observed Mod. Class I top was being placed in rear and sides of new Stop & Shop store. Asphalt temperatures ranged from 250 to 290 degrees Fahrenheit at placement. Asphalt was placed in a 1 1/211 lift and compacted to 1" in light traffic areas and a 2" lift compacted to 1 1/2" in heavy traffic areas. A thicker base had been placed to allow for 1 1/2" top. See reports for base course. Asphalt was compacted with at least four passes of the 546B and C350D rollers. Three hundred twenty-three tons were placed during this visit. One sample of top was obtained for gradation analysis. These observations were related to Mr. Cunningham prior to,departure. Inspector Premium Travel Name Time Hours Time D. Lent No -REVIEWED BY: William P. Crabtree cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: . Jay Pleva Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/23/2002 Report No. 7 Job Number 7462 Barnstable Building Department Attn: Michael Trott Project Stop & Shop Landing Retail D - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear TIME: 7: 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Perform field density tests EQUIPMENT: None i TEST METHOD: ❑ Sand Cone ❑X Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Maximum Field Test Percent Dry Dry Percent Elevation No.` Moisture Density Density Compaction Location (Feet) 1 7.3 120.7 119.3 98.8 See sketch Final grade OBSERVATIONS: Parking lot on west side of Retail Building D had been compacted with a vibratory roller prior to the writer's arrival. One field density test was performed according to ASTM D2922 using the Troxler density gauge. Test result exceeded 95% of the modified proctor ASTM D1557. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time D. Lent No Max Day 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 10DrOUcl not 11.71144SUO:.) �)tll. IINVN OOr DLIM-1 UOSI)JL T�1.G V, cD (S—) cn e-. tom_ —------- c:) ---1.- F17R0W—, )L---IT I FT Z -.1 zz 1 m'u. 1 41 ltm,v IF.f- ILI UW" LL11 41 Fn Q PU I uu 11. 1-1 f lie ci cl jtlrll�WIN ' I t y caa'N L41m A -A :v— k'L so-w vwu. I let'_ wI'— ,:j, 16- LjL v v ........... (I til a Ln- Ulm r d .... � A z .. 7 — x ........ l� co � Of INassachusetts 'The 'Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/22/2002 Report No. 50 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project s & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 70 degrees _TIME: 7: 00 .AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10-wheel dumps, Gradall XL-5100 excavator TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Clearing and grubbing along south shoulder of Rte 28 roadway continued using a Gradall XL-5100 excavator to remove stumps, brush, debris, topsoil and limited subsoils. Excavated materials were loaded on 10-wheel dumps to be transported and disposed of off site. Grading of roadway shoulder was performed by the Gradall XL-5100 excavator and hand raking to proposed elevations was performed using exposed subsoils and natural sand deposits. Placement and grading of 6"-8" lift of gravel borrow (previously excavated from Rte 28 roadway excavations) was performed along roadway shoulder areas to top of roadway base course elevation using a 'Gradall XL-5100 excavator to place, evenly distribute and bucket compact material, consisting of F-M-C sand.and gravel, trace silt, to depress placement to resistance. r : Grading and removal operations are ongoing. Field sketches are enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector - Premium Travel Name Time Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: - Chuck Fraser S Of Massachusetts. 'The Construction Testing People' f Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/22/2002 Report No. 50 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction cc , Stop, & Shop Supermarket Attn: Dan Donahue »� Stop Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro b Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard • i l i. �r o J {�- REMOVE DIS11NG 10'PLUG AND LIJ 1 -CONNECT Ex15TING lo- WATER 12'x8'X12• rtf m UAIN TO NEW If WATER MAIN 2 12 GV T.A.:—�.•.F. _V•C.`�\�. H u•xlo'INCREASER r CENTERNLLE—OSIERVILLE SIDE REMOVE E*STM it PLUG AND ' COINER ETOSTING e' WATER MAIN TO NEW 12' WATER PAIN v U F. eriz o 61H xa •- NSTAR NE-176 MH 6591070 i� ada LLI J. ELECT C 1 _...—a.—..._..._...—... LU — ——— I U i ik � APPROXIMATE LIMIT OF TO BE PERFORMED UNCIER A SEPARATE OFF—SITC IMPROVEMENTS CONTR�CT to 1 FFE-67.7, .� e 1 « 24 ATBTMH __ ' LTi6C 1 I y Z ` APPROMMATE LIM. OF TO BE PERFOR►- D UN A SEPARA OFF—SITt NSTAR NE-176 IMPROVEu' TS CONTRACT e AaL1FF.0/[L1n a I O Placement and _ . grading of 6-8"lift _ of gravel borrow roadway shoulder S O 40 Bo , SCALE IN FEET UTS5 Richardson Lane Stoneham,MA oslao JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 3 PROJECT NO: DATE: 05-22-2002 r— - IGROUND VERIZON NOTAR NEW UTIUTY POLE COMPLETELY UNDERGROUND -VERIZON TO(10 UNDERGROUND 8 LONDUtT(47 NS't'AR TO GO UNDERGROUND a CONDUfT(8') %•� r•••.•••�• ••• •••: 'r•• ••• ,•m •••• •••. ..w �.. ... ,... EXIST(NO DIUCT BURIAL VERIZON UN 6 PLACED IN 1RENCH 1. A j NCW tiro ` _-.. *"•"� \ ;,�::{ prLOCAj1Cj (8) 4� PVC VERIZON MIMI 'r _._................_-...... ,�.' _..._.. Y g lacement and ::.'.:.,:�..........'.: �', . _. .... �QSY.. .. . .. • ,- grading of 6-8" lift of � ..:e.yr' �•� •.f• .. 17�00 ravel borrow @ PT - Eroadway shoulder NWAR NE-1781 OOIYDUl MH SM10 Ste. 1Q+8p 80 DETAILS A A 6 tl UTS 5 Richardson Lane JOB NAME: Stop & Shop'Rte 28 Improvements DRAWN BY: John Kielty DATE: 05-22-02 .. .stoneham,.MA02180. . PROJECT NO. FIELD SKETCH 2 of 3 L _ IDERQROUND 6 CONDUIT(48) -3tOR0UND 4 CONDUIT(8') EXIETfNO AERIAL,UTILlTIEB TO REMAIN AERIAL V anTVA. 13M EXI wo ofta eumiAL vmzoN uN6 PLACED iN TRENCH is) r PVC VERMON a. >•.r'�,r Maoc+► ; (a) 4' PVC vEwzoN ;1 � (a) a• PVC VMZQN ` '______ __ Grading of roadway houlder continues 1.. ..�........ ...........'• ............�.r, .` r✓�}:J�...........�-........ ..�✓..... —. . ......._............ ..�....�'.........r.......,.-..•... ..............•.... •..... .... ....... ......- .........�' PT......... _........._._.•.,._ ff400. ... . �Y, �r N71�'0? 4.149M�.......�. ..... .....,.lOdi— dr %j`r sr"'A.. ` M':�¢p�'y �s-. ... '.'k ;y:c�i• '�: ,•. �i yl` ,• rr• ^'- _ .. .. _.r~\..... .t CONDUIT "'RSm9��^��.':r�III. .ram"°9�^�a�tir�y�.,�_ ,.. � ...�"r,�aatG�� r�a�,rwar•�i;•1�-parr .. � ..r" ,{ EEE DETAILB A B ✓ TRENCH E XIM ATION W DEEP) I r r p� •�T oAI t araea��++ >•: f UTS' 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 05-22-02 Stoneham,MA 02180 PROJECT NO. FIELD SKETCH 3 of 3 r� 1-1 7) Of Massachusetts 'The Construction Testing People'' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/22/2002 Report No. 52 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 70 degrees .TIME:, 7: 0 o AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 950g loader, Cat 436C backhoe, Huber M-850-A grader TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Elevating and grading of retail parking area subgrade was performed using a Cat 95OG loader and Cat 436C backhoe to evenly distribute and backdrag previously placed and compacted granular fill. Placement of gravel base course began at graded areas using methods and equipment described above to place, distribute and compact 8"-12" lift of offsite gravel base, consisting of F-M-C sand and gravel, trace silt. Material was transported to site from Lynch pit in Falmouth. Fine grading of lot was performed using multiple passes of Huber M-850-A grader to evenly distribute and depress placement to proposed elevation at top of gravel base course. Placement and compaction efforts are ongoing. A field sketch is enclosed for review. ,,These observations were related to Mr. Cunningham prior to departure. Inspector - Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck 'Fraser CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 1 ' j ni VLW CB-20 _u MANTAM AND PROTECT STATION wM FWPS - / _ / - COMMS[ITNLf3 `O•J -�_ 28 -MOD t :ws i -itu � G. CV•.'IiA .9e a.. �_i.ii.TH'r',•y-� ,// /�ii e+a \ MAINTAIN AND PROTECT OOSTPIc CREASE TRAP r, StrrDAMrcT /v✓_ _ . ..:: '' - '--• -— #MALL Ir-,s e°'D AND OCNPINNECT ro LT_ VALVE M E"ST WATER RELOCATE S.s RELOCATE -�5-'- pOSSRl,Q`MfORANT �,n,' —.- - �_�� -. -�j�"-t7� r.'�- - _ ��\ ,•.i> .. I _._I—'- i; '`^/,6—e --- �1�s�-—•� <'n.'vr�'` � -•r�_�� ''/,..r..c• �' ` :a"mAlr un -, - "' I ,li 1 r I I t I'1 _ _�_-r--- - -� .".� ///.v/a�/,% .��. .N .w- - ) t I I -M's t✓ -t �I 1 • I '11't;* �[ '�1L�I _ - 'G1 i /i////•e a' I ::UPI om) I,'1'✓ AM AND CTA ... PROTECT pD31N 0 RCCg PCtT w� e�SEROI CPMF.CTON w SEW COwgC110INS .q.■ %, 9, i III ,1 CAS / .aa ;I lec I IIII Tp,, IIIIrI '[' % 1 4 / �/• //.' LY� :tiw S7d(•[• �-V' S i I_ ilil I��I'I �•(•. f /�/i% , r/ t- -WP T�.sau+ � � CT�iIt6No 1 I I'J) - ,✓ I I -�1 • '7 ri �•�� : sEwl ro aR�•i�._--•�• I•)� .ns I ,1,1 , / I '� • � ��L. \ RETAL A AIM AND ¢cr al ■Ht %i,.j%�' DRAM � � RD 3 - 0-�`� ' ,- 2 - _ _ ([/ . Row2t-DS 1 i .LSL' µ 1V S I • • :/" `� ,.y- '�� 70 IRD AL C NECESSARY) _ Lve On — f-, �a I I ■� _- � •( (Parking area = placement, grading ■ Q... and compaction of ,� ,YgTT3V gravel base course ?• n; ., _ Z begins -,t T t1 - W "� A EAR ,. .*sTe,nA II'•�e-S I •�,m+ Lt � F :� '. y! u:.uc,p. ■ .uw v.Aalls • w.,Tmal --as Itm '• ! �� I I .■■ I eo•TY w yIq :� a.. I RESE>avE I A f 1 i�?i 1 00 VE • AREA t b , T I 1 (TW.) e[ N% , 'I` AREAAU aT� ` t-eaoo + _ / I L 1 DWTM GAS"TO DOIPECTIDM / • ■ AMT ' / I l 9w, SAD e-TK� �R.•..�� 1. .."'W7 -- ' ANK / 2roI :wn FETAL 19 'tltL - t `TWYM Dd1 u i ^/ ��• - i Wj i:Nw P I `` / citzsTRNO 3 to ul 1 (Ij FrE-eT.T. • ,.• © 7t Jnun oorarcnas �■ 31 n _-IRO Q;18A(•.'Ix MIA& • •-•._ Q RETK C C _ -�.-. I YMRAN A/O VTLM 5RlchardsonLane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John Kie VltyF�ELD SKETCH EAST TS Stoneham,MA02180 PROJECT NO: DATE: 05-22-2002 1 Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/22/2002 WX Report No. 23 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 70 degrees _TIME: 7: 00 AM CONTACT: Bob Cunningham from Kay Construction & Carl Grassetti from Grassetti Bros . PURPOSE: Observe earthwork construction EQUIPMENT: Cat 326C backhoe, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Elevating and grading of landscape areas of wastewater treatment site was performed using a Cat 436C backhoe to place and evenly distribute previously stockpiled onsite natural sand deposits and subsoil blend to the proposed elevations. Area was backdragged using bucket of backhoe to depress placement to resistance, followed by 4-6 overlapping coverages with small plate compactor to densify placement. Backfilling around and between structures was performed utilizing natural sand deposits consisting of F- M sand, little F gravel, trace silt. where accessible, a small plate compactor was utilized to densify 12" lift placements. Some areas were inaccessible between structures due to space limitations and —abundance of plumbing between structures. In these areas, loose lifts were placed and depressed by • ,foot. ' Superintendent Carl Grassetti stated that additional lifts would be placed and compacted as required' as natural consolidation of materials occurs. Placement, grading and compaction efforts are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham and Mr. Grassetti prior to departure. Inspector- Premium Travel Name Time, Hours Time. J. Kielty No REVIEWED BY: Chuck Fraser WOf'IN:assachusetts: �mTf a Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/22/2002 Report No. 23 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction CC: ! _ _Stop,& Shop Supermarket Attn: Dan Donahue „l , 'Stop &Shop Supermarket' Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard • t. L .4P �o Vj RAP 4 TC4 n A NK 11.000 GALLON ANO)AC TA N` RO AD l EQUALIZAMON'TANK (11'-4'x24`-10"K8'-3 WDEEP)MQURED ' 'VENT (11WO- I -2• Pvc CON'D. Elevating,grading and (Suwose), Y _ compaction of treatment plant site ' \ .. 1s.000 cAuoN • `` / "` !�� ` ,, AERATION TANK / . VA17 PIS 7N0 REQWRa)(11'-4'lc2W-1O't9'-3.WDMA) 3 - 2' PVC CONDUITS FOR WW OF NGON ak StPOWSE TUGW0 VENT AND SENSOR WRNG RISER VENT TO Roof WW 77 8' WOOD FENCE STOCKADE 1 .�vl ii ��?�•.f'.. (i"J� ! ,.� .� `'�,••f � '�. `, 6 .xs•EEiATG PAQ ! . t NI3. '�JIr, 1 � F 11,000 GALLON r' DROP FOOTING STANDARD SETRING TANK N C r t (11`-a•x22`-x•�1i` 'Loose lift placement i \ rRE 1 ( c1�c.) I between structures a, I,, �► h�Qt c� 44 UOE r A U6ET I YALYE CHAMBER 1. , -.► 1 PUW STAAON r 8'SW rrrr.rr r.�r�. rrrrr� I �• �� O aww�w♦wwN■ ■=,IMM�vvMvM rr.rr�.w�.1y��rrr�w�wr.�a�wrr�wr+a'�7 6: UTS so'ah m MA02180PR0 PROJECT NO..OB NAME: top & Shop Building "G" DRAWN BY: John Kiel tyFIELD SKETCH BLDG "G11 DATE: 05-22-02 i E , W�v Of Massachusetts 'The Coirktlruction Testing People' 7 Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/22/2002 Report No. 6 Barnstable Building Department Job Number 7462 Attn: Michael Trott Project Stop & Shop Landing Retail D - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 70 degrees TIME: 7: 00 'AM . -CONTACT: Bob Cunningham from •Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe TEST METHOD: ❑ Sand Cone ❑ Nuclear D.ensometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer i OBSERVATIONS: The writer observed the excavation and installation of interior sewer pipe, using a Cat 436C backhoe to the proposed elevations, exposing previously compacted granular fill which received a smooth bucket finish to densify disturbed soils. Backfilling of installed pipe not performed this date. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name. Time Hours Time J. Kielty No REVIEWED BY: Chuck' Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard t S fry ® sw --�� Yy Excavation and installation of sewer I�B�QC D rain pipe begins a ti r ` 1 }yam • s sSam" 5 Richardson Lane JOB NAME: Stop & Shop Building "D" DRAWN BY: John Kielty U I V Stoneham,MA0218 FIELD SKETCH BLDG ��D�� PROJECT NO. DATE: 05-22-02 t 1 Of Massachusetts 'The, Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/21/2002 Report No. 49 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER:: Partly, sunny, 62 degrees _TIME: 7: 00 AM } CONTACT: Bob Cuririingham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 18-wheel dumkps, Gradall XL-5100 excavator TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: The writer observed the placement and grading of 8"-12" lift of gravel borrow (previously excavated from Rte 28 roadway excavations) .at island landscape areas to top of curb elevation using a Gradall XL- 5100 excavator to place, evenly distribute and backdrag material, consisting of F-M-C sand and gravel, trace silt, to depress placement to resistance. A sample of gravel borrow material was obtained and transported to the UTS lab for sieve and proctor analysis. Test results will be available upon completion of analysis. Placement, grading, distribution and compaction efforts are ongoing. A field sketch is enclosed for -review+ Removal of existing bituminous concrete Cape Cod berm was performed along south shoulder of Rte 28, from old Post Road (south) continuing westerly to limit of work at station 20+80 (not shown on field sketch) using a Gradall XL-5100 excavator exposing existing highway gravel base course. Bituminous concrete was loaded on 18-wheel dumps to be transported and disposed of off site. Removal efforts are ongoing. These observations were related to Mr. Cunningham prior to departure. Inspector _ Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser Gf (Massachusetts 'The.'Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/21/2002 Report No. 49 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Stop & Shop Supermarket Attn: Dan Donahue FStop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro -Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard r I O LII RENOVE EXISTING 10' PLUG AND 12'X8'x12- TEE m 3 -CONNECT E%STIN_G,0" WATM 2— 12• GV { YAW TO NEW 12 WATER PAIN LL2.�._ _ 12'XIO'INCREASER ! Q CENTmvRl£-0STERVLLLE SWE R060VE EXLSTWG 6- PLUG AND . CONNECT EXISTING 6' WATER MAIN 10 NEW 1r WATER INN >� Lr - 2—Ir ev ->Aa TM eriz I!MH u -V,cve NSTAR NE-17B :ire MH 6591070 LE i 4- _ _q — ——— r ' 0 Q I 4 ., APPROXIMATE UNIT OF �ORK Placement of gravel TO BE PERFORMED UNIt A borrow at interior IMPROv SEPARATE CCONTTRR ICT island landscape yy 10 NA I -et!e' 4 9 N a, areas AT&T MH , _ �.�--`• -mac..' I .i ii, rt" f. p • i APPROXIMATE UMIT OF _ TO BE PERFORMED UN A - — IMPROVEMENTS CONS ACT y •I o I / >w � N � S .ate ,of s 0 40 Bo SCALE IN FEET UTS5 Richardson Lane Stoneham,MA02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 1 PROJECT NO: DATE: 05-21-2002 Of Massachusetts 'The'' Construction Testing People' Page 1 .5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/21/2002 Report No. 85 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Partly sunny, 62 degrees .TIME: 7: 00 AM CONTACT:'Bob Cunningham from' Kay 'Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, small plate compactor, 10-wheel dumps TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Previously placed bituminous concrete binder course was saw cut and removed using a Cat 436C backhoe exposing previously placed and compacted gravel base course at loading pad location north of building "F" and new addition of compost pad southwest of building "F" . Bituminous concrete was loaded on 10- wheel dumps to be transported and disposed of off site. Gravel base course was excavated to the proposed elevations at bottom of pad using Cat 436C backhoe and received a smooth bucket finish to depress disturbed soils to resistance, followed by .the small plate compactor making 4-6 overlapping coverages to densify base. -1 field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. _. Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard 30 1 .24 APR"ATE LIMIT OF VM TO Of UNDER A SEPARATE WASTEWATER TREATMENT FACLM CONTRACT OW) (SEE ORAWN0 C-18) .......................... ...................... Removal of ZENON WASTEWATER I.,w bituminous concrete TREATMEW FACILITY UNCERGROM TREATMENT TAM( _IrD binder for concrete WfMATOR AND ENCILOMM UGE/T VALL7 paw I ...... ---*'*"*. e. TWISI'DIUMER PAD If .......... .... 0 loading pad PRESWK oosmc PS 9 1-7. MAIKTAIM AM PROTECT ! / A$\\ ? Xi,ONDl6�a PVC` DUSTING GREASE TRAP- LD 1, 36 YANK 3 INSTALL fl*_43'SEND AND CONNECT 10 , EXr5TINO WRYER LIE, -20 ly RELOCATE Of -14 T 0057"g-HYDRA"'T I 1� I., 9000 1 2-r PVC t NOBLE YAMS BUILD G PROPOSED STOP & SHOP GASN,.;.; 1-'dam FW�W- � FIFE-65.0 37A ■ L. R, ",4 .......... .. ..... 1.61.00 _nwm;� L 09 225 �Pl --- -------- -,Olt" VVE I Lem Low 1.00 )MM-26 *2 Im Ir 130'L* 24 240 X 25 -17 L"14-0 • PwCoMMrCT 25 TRANSFORMER PAj emoval of t IV. 5CO0 13 E -26 V4 bituminous concrete E ait 00 ".-binder for composter C-3 02-VA pad 1•-22M. --YDOT ----- Uj -30 SL 57 67.70 RESERVE 00 W.72' kCHING AREA 0IIESIDItE aam LEACHING AREA to 1-63.90 U ------- U;,A, 0- 30`0 C P 20 -—-—-- —Ira FFEr 7 . a N-11-. -2DA Ta rxs,xlrGv a, 2 10 IIA j. 12'Cv 27 r f y. Richardson Lane JOB NAME: Stop-& Shop Cotuit Landing DRAWN BY: John Kielty FIELD SKETCH WEST (54IL. stonehann,MA 02180 PROJECT NO: DATE: 05-21-2002 t l Of .Massachusetts ' 'The .Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/20/2002 Report No. 84 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Clear; 60 degrees _TIME: 7: 00 AM CONTACT: Bob Cunningham from Kay-Construction - PURPOSE: Observe earthwork construction EQUIPMENT: N/A TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: The following was observed: Erosion of soils was observed at retention basin west of building "F" at drain outlet from stormceptor SC-3. Heavy rains over preceding weekend demonstrated the need for design changes at bottom of basin at base of engineered modular retaining wall where undermining of wall will occur if unattended. writer recommended to Superintendent Bob Cunningham that provisions for rip-rap structure or cast-in- place splash block be implemented to control erosion where water free-falls approximately 4' from outlet to bottom of retention basin at base of wall. Mr. Cunningham stated that he had observed said -conditions and will address the issue at site meeting on Tuesday, May 21, 2002. A site sketch is enclosed for review:-. These observations were related to Mr. Cunningham prior to • i departure. Inspector Premium Travel Name <+ Time Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard i -IOA r / .a124 APROXIUATE LIMIT OF roan TO ICE PEREVRNM TINDER A SEPARATE.�MrA�SwRl1ATER TREATIITMT jr .s►,P IACRlTY CONTRACT OMD) (SEE ORARMO C-le) /i 1 1 ZENON WASTEWATER ` ,r. �'� TREATbENT FACUTY ::•.•22 aoo cAl EOUw2ATIO" 1 •-.- , 7Ate(R PIW STATION Ia1DpICR0UIQ 1REAlYpfT TALK �••:'• .;; ODIOIATOR AND D,C10911RE /j...... UGEA (I'.• -.•:::. _ VAULT o eo 7RNI40RNER PAD 1 STATIONPRESWRE DOSING CA PUL PS 9 to .• O .ESA i to 1 000 OAT 1p 04.J MAINTAIN A PROTECT „• ttrnlrla e'Poc` .D ..n ExsnNc GREASE TRAP- toTANK ram. -3e _ 12-45'GE NIA - AND CPa(CT TO O •!. y19 R. } VALVE YANI EFSIM RATER LE -w -14 �e� J-—-— _...e•� ice ElOs1Ma RHYDRAIT RELOCATE •-.-1'� I Area of observed 0 _ 1 w� 1 2-r PVC /:erosion at drain FORGE YAMS ' r 'system outlet-bottom BUILD WG 'F - i PROPOSED'STOP & SHOP 1 ' of retention basin410. - 1 SUPERMARKET I I 1 11 1 1 1 1 1 1 /t 1-Se.00 1 'lll.,'�at,illtl 'I li 1 '1'I/siib'AfCM'eJ.SM'1'1 Ii/T'1 1 1 1 1 1 -6 37A 1 I >r FTE 3.0 • 1,1 I 1,I 1 1 1, 11'i fl'; Is. ■ I,i,l,1 111,1 r r^-- _:c..-_ -i //i./// RECONNECT _ 11.1• 1 1 171 � .,./ �. Di1LIRA71P1 DARK 1i+ 'I'I • 1''111, t•1 1 / 223 dA. C.0 __ '1 . 1'1;1'1'I lG 1 'I'1 .T,OI 1'1'1 I , _ ,5•IZWI. ( 1;1,1;1;1 O I , .p.,P 1;1'rl� ��r t5 Lets toNc 1 1, I �'1 11 '� 1-6 1 1 1 vnET ISTalta � -- Q-""'-._•----_ - Q I '1 1 1 iw m _-•'�-Q I.� , i 4 }r il,; .sr.,o. �;+'i;�,j �, i, '. . •;;,: �i: �_- �__' :xao Ir ✓ =" �'� �` ♦ q h ao LVL 1 �' --2wD _ : s !•/.'-/ to 1„ a 76 Q 1D 17 4V*D 7 t • RECOIaECT T3-27 1 IB•D.L G Lag .Yl�lo I2•D ' 23 '• eD �' �. � �1 13 Iv.-xoo TRAYssvea+PAD ! �� 1' . '� T.eLoo E=S¢ Ira_ I d _ e __� '•row - t-s.ao e•s t-eo.007 - .ap - � .� ::ms C-3 a.m �' _I LL a w t-saeo — .k= - :■.TI 2 -e -r. _ : x '1 ■ -Dill J' -le TO ROOF EN I - -t--- .a• a) --- J 1_r - ES-22 _ wt� VENT , �1--- , W7 12 I-57.70 art•' Y I I I D := e0'i72- _� 5 kCKNG AREA uAoaD AREA g .nto r-6ioo x+ DOA � �••,�'.rW1•w `.tl dd, °0 1 30 M1D b ITE- r..I-+ fM� FETALJ. {Qti 7 ■ .eu :aw 1 - er Q FFE-67 7 I r IY>m'IRr TII = 1 ~ 10 AIA i -e•CV _ - _ Rt0 3EIeALX IT 1f I 5 Richardson Lane JOB NAME: Stop & Shop Cotuit Landing DRAWN BY: John Kielty FIELD SKETCH WEST .. v�s' Stoneham,MA02180 PROJECT NO: DATE: 05-20-2002 Of`Massachusetts 'The' Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/20/2002 Report No. 51 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 60 degrees TIME: 7: 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, Bomag Supra heavy plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Backfilling of foundation walls (interior and exterior) was performed using a Cat 436C backhoe to place and bucket compact 12"-18" lifts of offsite sand gravel fill consisting of F-M-C sand, little gravel, trace silt, from Lynch pit in Falmouth. Compaction was performed by the Bomag heavy plate compactor making 6-8 overlapping coverages to densify each lift placement. Backfill operations are ongoing. Elevating of underslab fill began using a Cat 436C backhoe to place and bucket compact 8"-12" lift of offsite gravel base course material consisting of F-M-C sand and gravel, trace silt. Compaction began using the Bomag heavy plate compactor making 6-8 overlapping coverages to densify each lift placement. Rlacement, ,distribution and compaction efforts are ongoing. A field' sketch is enclosed for review. - These observations were related tc>^Mr. Cunningham prior to t departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn:. Michael Collentro Landry Architects Attn: Dave Campbell '' Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard vz MAo..a..� • 6 DB-20 )' L Mao MAINTAIN AND PR07W -54 EASTINO SERAM STARKPI WIN 28 PUMPS MAINTAIN AND PROTECT LEA0, ;1. EXISTING CREASE TRAP To r S. INSTALL fr-45'81DO AND CONNECT TO WATER UNE .. tr .... ... RELOCA I;p 7)IT R RMCCATE HVIDIT ry 12'L (HOPE Tvace"m MWI r LU o A FI) _YO \-201 AND PROTECT EMS=., PPOIW EXISTING RECCNIIECI mtmtor-..,! SEND OCHRE. Srm Oqo SYTL r SET" 3L_ RETAL A MAINTAIN AND PROTECT B filling of cooler OAs AND ack I -IC COP" Rm DRAIN W M _Nm -foundation walls. To WITH 1W LVIL ------L —1 -A�NECESSARY RD(M)WICk UNE slab base TO P moviww-fr cown). course. OLT AM am IOTA Uj Ll IN LEAVWX PRaW RESVIVE VE 6 lb-63,90 AND AREA (TTP.) t - AREA SWOVYTraD DASM To .4L EE ■ —————— (rip) L �r t 9— IrW_ 2AAo LD -—-- x am-10 OUT 45' FETAL a Intl ■ fTAIM E-1 CT E 10 IIA FIE'_81 1. aLr CONINE 24 S•in 07. 23 FETAL 0 RrfAL C MA&ffAN AM . ..................:_,*�... I RP eels ....... 4...... ........ 5 Richardson Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John Kie ItyFIELD SKETCH EAST /Ts' Stonenam,MA 02180 PROJECT NO: DATE: 05-20-2002 GUM6ssachusetts 'The Construction Testing People' i Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/20/2002 Report No. 5 Barnstable Building Department Job Number 7462 Attn: Michael Trott Project Stop & Shop Landing Retail D - Cotuit M 200 Main Street Hyannis; MA 02601 Contractor Kay construction WEATHER: Clear, 60 degrees' -.:TIME: ..7:.00 AM , CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 326C backhoe, Bomag Supra heavy plate compactor, 10-wheel dumps TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Elevating of slab base course continued using a Cat 436C backhoe to place and bucket compact 8"-12" lift of offsite sand gravel fill, consisting of F-M-C sand, little gravel, trace silt, from Lynch pit in Falmouth which was transported to the site using 10-wheel dumps. Compaction .was performed by the Bomag heavy plate compactor making 6-8 overlapping coverages to densify each lift placement. Placement, distribution and compaction efforts are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. r InspectorF Premium s� Travel �~! , � � . ie'�' Name :z Time ♦Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard t fn i 1=64.''4J , ��^c' s�•� �^ istribution and e f r G sx' ompaction of slab base course ontinues. laws So • M p UTSStoneh9M.MA0218PR0 PROB OJECT Nptop & Shop Building "D" DRAWN -o_John Kielty, ;FIELD SKETCH BLDG "1) J Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 0 5/17/2 0 02 Report No. 48 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy, 65 degrees _TIME:.-7: 00 AM CONTACT:-Bob Curiningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, John Deere backhoe, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of granite curbing continued along center island south of building "F" using a Cat 436C backhoe and John Deere backhoe to the proposed: elevation at the bottom of curb, exposing previously compacted dense graded gravel base which received a smooth bucket ..finish to densify disturbed soils prior to the small plate compactor making several overlapping coverages to densify base. Upon installation and placement of granite curb sections, concrete from Lawrence Redi-Mix was poured in place along outside face (and inside face where needed) of curb sections to the top of base course elevation. Backfilling of installed curb was performed using a John Deere backhoe to place and 'bucket compact excavated dense course materials, followed by 4-6 overlapping coverages with the small plate compactor to density placement. Installation operations are ongoing. These observations were related to Mr. Cunningham prior to departure. Inspector Premium 'Travel Name Time Hours' Time J. Kielty No lmin Day 1 Hr(s) REVIEWED BY: Chuck Fraser ' cc: Stop _& Shop Supermarket - Attn: Dan Donahue- Stop & Shop Supermarket Attn: Arthur Joubert - Kay Construction Corporation - Attn: .Michael Collentro 7 . ,Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 0 -i Ld REMOVE EXiSTM 10'PLUG ANO IZXB*XI2- TEE M CONNECT E)OSTNG IT WATER 2 12- GV UALM TO NEW Ir WATER MAIN L ILI U 12'rlO*NCREASER < I - 12'GV ON CENTERVUE-OSTERVILLE SIDE REMOVE EASTM W PLUG AND CONNECT EXISTING Iffr WATER MAIN TO NEW 12"WATER MAIN 2-Ir ow eriz 6 I�H 12 NSTAR NE-1 7B MH 6591070 m A-4 ELECT LLI LLI jj A < APPROXIMATE UMIT OF(WORK Excavation and TO BE PERFORMED UNMR A SEPARATE OFF—Silt installation of granite IMPROVEMENTS CONTR�CT curbing continues IIA 24 23 AT&T MH S APPROXIMATE OMIT OF TO BE PERFORMED UN A SEPARATE OFF—Silt IMPROVEMENTS CONTRACT o S 0 40 so SCALE IN FEET UTS5 Richardson Lane Stoneham,MA 02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 1 PROJECT NO: i, DATE: 05-17-2002 Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05/16/2002 Report No. 2 Barnstable Building Department Job Number 7463 Attn: Michael Trott Project Stop & Shop Landing Retail E - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS"CONCRETE: 3000# 3/4' Nu. Of Sets: 1 I CUBIC WARDS: 33 SET 1 LOCATION: Slab On Grade: North End Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 65 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 69 E351 6 x 12 28.27 Good 05/16/2002 05/23/2002 7 56,000 1,980 3 Truck No. 55 E352 6 x 12 28.27 Good. 05/16/2002 06/13/2002 28 Ticket No. 20450 E353 6 x 12 28.27 Good 05/16/2002 06/13/2002 28 Time 8:50 E354 6 x 12 1 28.27 1 Good 05/16/2002 1 06/13/2002 1 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time :Hours Time P. Treska No Min Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1) Cone (2)Cone and Split (3) Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell - _ Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva Of Massachusetts "The Construction Testing People" Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 0 5/16/2 0 0 2 Report No. 2 Barnstable Building Department Job Number 7463 Attn: Michael Trott Project Stop & Shop Landing Retail E - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 • Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: Slab On Grade in Building ."E" . Method of Placement: fi ❑X Pump ❑Chute Discharge. ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: []Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ❑ None ❑X Other Slump Specification (in.) 4 Number of slumps out of specification reported to If rejected No Approved by Remarks: Ok Of Massachusetts hu, O[fhe tr Cf'*n TeSting PeOPLe' Page # j DAILY REPORT OF CONCRETE POUR PROJECT NAME: ;�- )e c)p C;.,.� '_ e r PROJECT NO.: DATE: ` r,/p ? AIR TEMP.: TOTAL YARDS: _OCATION OF POUR: u► L ,,v 2�= _oad & Slump BatchingFB—at&F�ingjTime In Yards Concrete % of Ticket No. of Fruck # Inches In Out Minutes I Temp. I Air Cylinders. _ I 3 ►�i' � �v 3 I 22 I Qo - 52 lo : I � Ill I 9c,4 5J�- � I � I � I I I NSPECTOR: 1-.&{0) 1 / REMARKS: C, o lVj PL J. c Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 t, Of Massachusetts "The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) .Compressive Strength Report - Concrete Report Date 05/16/2002 Report No. 5 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete CO. Lawrence Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ,ALL COMPRESSIVE STRENGTH.TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE; 3500# 3/811 No. Of Sets: 1 CUBIC YARDS: 12 SET 1 LOCATION: Slab On Grade: Building "G" at Entrance Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 67 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 66 E347 6 x 12 28.27 Good 05/16/2002 05/23/2002 7 55,000 1,950 2 Truck No. 289 E348 6 x 12 28.27 Good 05/16/2002 06/13/2002 28 100,000 3,540 2 Ticket NO. 106215 E349 6 x 12 28.27 Good 05/16/2002 06/13/2002 28 105,000 3,710 3 Time 10:45 E350 6 x 12 28.27 Good 05/16/2002 06/13/2002 28 103,000 3,640 9 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Treska No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar CC: Stop & Shop Supermarket Attn: Dan Donahue Stop &•Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard ` Cape Cod Ready Mix '- Attn: Jay Pleva i �a Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05/16/2002 Report No. 4 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: a SET i LOCATION: Retail Cooler Wall Total Unit Slump(in.) 3 1/2 Lab Size Area Date Date Age Load. Load Fracture Air Temp.(F.) 65 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 75 E443 6 x 12 28.27 Good 05/16/2002 05/23/2002 7 65,000 2,300 2 Truck No. 61 E444 6 x 12 28.27 Good 05/16/2002 06/13/2002 28 90,000 3,180 3 Ticket No. 20480 E445 6 x 12 28.27 Good 05/16/2002 06/13/2002 28 95,000 3,360 4 Time - 4:00 E446 6 x 12 1 28.27 Good . 05/16/2002 06/13/2002 28 94,000 3,330 2 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: - Inspector Premium Travel Name Time Hours Time C. Wheatley No Min Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix r Attn: Jay Pleva Of-Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05/16/2002 Report No. 2 Barnstable Building Department Job Number 7463 Attn: Michael Trott Project Stop & Shop Landing Retail E - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, ' MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-3 9 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: 33 SET 1 LOCATION: Slab On Grade: North End Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 65 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 69 E351 6 x 12 28.27 Good 05/16/2002 05/23/2002 7 56,000 1,980 3 Truck NO. 55 E352 6 x 12 28.27 Good 1 05/16/2002 1 06/13/2002 28 90,000 3,180 3 Ticket NO. 20450 E353 6 x 12 28.27 Good 05/16/2002 06/13/2002 28 98,000 3,470 4 8:50 Time E354 6 x 12 28.27 Good 05/16/2002 06/13/2002 28 97,000 3,430 5 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Treska No Min Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Attn: Dan Donahue : Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva y I Of Massachusetts. 'The Construction Testing People' r Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05/16/2002 Report No. 5 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop 4 Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete CO. Lawrence Ready Mix ALL FIELD TESTS'DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 AL'I--COMPRESSWE•STRENGTE TESTS DONE ACCORDING TO ASTM: C-39 . -CLASS CONCRETE: 3500# 3/811 No. Of Sets: 1 r CUBIC YARDS: 12 SET 1 LOCATION: Slab On Grade: Building "G" at Entrance Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 67 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 66 E347 6 x 12 28.27 Good 05/16/2002 05/23/2002 7 55,000 1,950 2 Truck No. 289 E348 6 x 12 28.27 Good 05/16/2002 06/13/2002 28 Ticket NO. 106215 E349 6 x 12 1 28.27 Good 05/16/2002 06/13/2002 28 Time 10:45 E350 6 x 12 1 28.27 Good 05/16/2002 06/13/2002 1 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Treska No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1) Cone (2)Cone and Split (3) Cone and Shear (4) Shear (5) Columnar Cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 0 5/16/2 0 02 Report No. 5 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete CO. Lawrence Ready Mix { FIELD SUMMARY REPORT -Total Pour: Slab on Grade in Building "G" Method of Placement: t ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ❑ None ❑X Other Slump Specification (in.) 4 Number of slumps out of specification reported to If rejected No Approved by Remarks: OK Of Massachusetts Inc, "The C amstruction Testing Pew '° Page # � DAILY REPORT OF CONCRETE POUR PROJECT NAME: 79? r': o 7 o i PROJECT NO.: �DATE: TEMP.: /_ TOTAL YARDS: / 2- LOCATION OF POUR: . F.�, ear-, ✓ ; �� - � . ; Load & Slump Batching Batching Time In Yards Concrete % of Ticket # No. of Truck # Inches In Out Minutes Temp. I Air I Cylinders I I I I I I I I I I INSPECTOR: REMARKS: ��- o L� Pe 5 Richardson Lane, Stoneham, Massachusetts 021180 (781) 438-7755 Fax (781) 438-6216 Of Massachusetts. 'The.Construction Testing People' Page 1 5,Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05/16/2002 Report No. 4 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL:CO.V.PRESSIVE STREtiGTH TEST--iDONE ACCORDiNG TO ASTM`: C-39 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: 8 SET 1 LOCATION: Retail Cooler Wall Total Unit Slump(in.) 3 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 65 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 75 E443 6 x 12 28.27 Good 05/16/2002 05/23/2002 7 65,000 2,300 2 Truck No. 61 E444 6 x 12 28.27 Good 05/16/2002 06/13/2002 28 Ticket No. 20480 E445 6 x 12 28.27 Good 1 05/16/2002 1 06/13/2002 1 28 E446 6 x 12 28.27 Good 05/16/2002 06/13/2002 28 Time 400 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time C. Wheatley No Min Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES • t / (1)Cone (2)Cone and Split (3)Cone and Shear (4) Shear (5)Columnar Cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard - _ Cape Cod Ready Mix . -• �� - Attn: _ Jays Pleva -• Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 0 5/16/2 0 02 Report No. 4 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: Retail Cooler walls Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: . Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: []Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ❑X None ❑ Other Slump Specification (in.) 4 Number of slumps out of specification reported to ' If rejected Approved by Remarks: 47 Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781.-438-7755(Voice)781-438-6216(Fax) ASPHALT INSPECTION REPORT Report Date 0 5/16/2 0 02 Report No. 2 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Hazy, 75 degrees :TIME: 7 : 0 0.AM CONTACT: Bob Cunninghamrfrom-Kay• Construction OBSERVATIONS: Placement of 1" bituminous concrete surface course continued at retail parking areas over previously placed binder course. The surface course material from Lawrence Lynch plant in Falmouth was placed using a Cat AP1055B paver screed at a thickness of 1 1/4" to 1 1/2" to accommodate a 1" finish thickness after densification efforts (2" at heavy duty areas) which was performed by one Hypac C350D twin drum roller and one Dresser S4-6B twin drum roller making several overlapping coverages to depress the binder course to resistance. Material temperature at the time of placement ranged between 280 and 300 degrees Fahrenheit. one bituminous concrete sample was obtained and returned to the UTS lab for analysis. Results will be available upon completion. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector• Travel a Premium Name Time Hours Time , ` J. Kielty No REVIEWED BY: William P. Crabtree 4�v cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva r r ; r' uAo«ore 1 ( \` MAINTAIN AND PROICCr r` I D laza - -K\ EMSTWO SITINCL3 71(»MIN n STAI/S - � _ (�77 0 • -NF ; CaI.., 9.rY... _ -+ JC' ` Eb31111Q IlAQMD all / /i v. MAiNTArN AND vemen y til' vaotea !✓�_, ror'` .`:..• _ - OOSl.16 gIEA3C 17VO 3 "" NWANf .�-'Y�'- `• r_ -_- i. ''�• _ AM caNNECT ro _1._ ._-' i=may='' -i�t,f=-� ,,.:` - '',�_ ;•- k ;•' 1 ---- - — f RELOCATE I705IMO f�AtER `' f2l- _ *.� �,- ' ' Iz719. o viv 1 -t _ _ _�.��'D�- -f'._� _.l`i: C.?C� — - Y_ �7� ' r •. R10CAlE -�- •rI t, - - '^ I .J.''.. _- vj �`•- -..Iff1`(M1w / /.//r �L� 1 �1"I rA"tY?-NO AM NA ,i I•� i'i' 1;';r;lr } i C7 CREMNE OVER SEW WIMfCTpI T.•` I - > r r I�•D 'r r r 1� / ///i J � ,r,r TI ,r,l r �'' f � -��• �/ �/ '-il-LT""r^t �. �, Rio"" 9 "onc.�•ee s. �°" D'tCy �� • 'Ir s ;r.l'Jr, 1■ �t �//''�'� 1�+�•-•.,_Z-^+L � �, � �, :4' 1 sna ro a�«-��, S�- I` r J/ Ir ' ; •% -tl �...+C:•f.y y "t{;1r' - '� RETAL A ' '/• •i r'1' :.is r r' i 1 �:y.. . �'ij_" .`'„<' •Va- r�.,4"l.`,r, `WAWAN AND PROTECT r Eras}�,�tEA OAs AID I } � ,,,...• So-LL1 �, �' z • d y .,f`�!" (' �"i \ � -/ Roar TM� zco r ` ^3 r�4�` .i� .a-.<• K '.�`.y{ L� �1`4).. • ? �Y1 / w TDrv"c`�"� Y -T ! • � ' �:'1q,._.f�r.6c,44?'�i.'.a, .1 U' 1. �L•.n =� �` I 1 � ,'l,- {,.-••-- t I -ar ---T I •I == v. 1 1 ' Bituminous,RD -->-- concrete sample olocation u> a P{AILL 13 /! �+ rrK,r•r • .�I a.crwc • IUObR - 1 1 r • i { '� !O'.7 z I Placement and REs�AREA I °i, c ,. �. K ( I AU I ! 1.6J.00 T + rqE t AREA I m action of t i �' «r' .a» co p l 0"1qT»aq0�I+TAps(rls TO Y .' I-- bituminous concrete , �� .k` TTP) �I -PM1A1C surface course. Typ. oesnNoAND S _ AT FET _ I a"A{ ) S— � �'.,.-�". F �� —.4 �-' �A ,ti- �'�n°�rf..a 1 fM•�S'no.�n�ar.•f�.C'��+.P•^;1 i TAN( � tL"e dr- p• i �� a trAulr FETAL a r 1 < rn ~ AIN AA10TV ��• ~�p _ C bra JT 1 cTlor IfA u 1 rrE-D7.7 1 Dan n {L » .2 A rJ �4�k �. < s ■ t �) FETAL c L '�•-� j YAMA"AAO -.-_- _. ._..._ ..-a._ ._ — .— �....._._._... -- _.....J• # 5RlchardsonLane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John KieltyFIELD SKETCH EAST !UTS Stonenam,MA 02180 PROJECT NO: DATE: 05-16-2002 Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/16/2002 Report No. 47 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Hazy, 75 degrees _TIME: 7 : 00 AM t , CONTACT: Bob Cunningham 7rom Kay Construction' PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, John Deere backhoe, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of granite curbing continued along island and north shoulder south of retail building "D" using a Cat 436C backhoe and John Deere backhoe to the proposed elevation at the bottom of curb, exposing previously compacted dense graded gravel base which received a smooth bucket finish to densify disturbed soils prior to the small plate compactor making several overlapping coverages to densify base. Upon installation and placement of granite curb sections, concrete from Lawrence Redi-Mix was poured in place along outside face (and inside face where needed) of curb sections to the top,of base course elevation. Backfilling of installed curb was performed using a John 'Deere backhoe to place and bucket compact excavated dense course materials, followed by 4-6 overlapping �coverages�using the small plate compactor—to densify' placement. Installation operations are ongoing. These observations were related to Mr. Cunningham prior to departure. Inspector s Premium Travel Name Time I Hours Time J. Kielty I No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser Cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 3 0 _ Ld A. REIII EXISTING IT PLUG AND 12'%8'x12' TEF m -CONNECT EXISTING IT WATER 2- 12- GV MAIN TO NEW 12'WATER MAIN t 2'XIO'Ngi£ASER ! Q 1 - 12 GV ON !.. -. .-• CENTERre.LE-IISIUVILIE WE .. REIFOW DUSTING EC PLUG AND ; CONNECT EXISTING 8 WATER MAIN TO NEW IV WATER MAIN LLN in TER eriz n A 1Z NSTAR NE-17B i a MH 6591070 lil J ELECT C Q 2 A}?ROXIMATE UMIT OF WORK 0 BE PERFORMED UNIh A SEPARATE OFF-SITIt IMPROVEMENTS CONeTWT 10 IIA m II i9E-67.7. �' s-at!t' 4 A 24 2.3 au c ATa - I I fIETiL C _ + t � Q 10' • f P J o y 5r APPROXIMATE UMIT OF TO BE PfRFOR111ED UNT A Excavation and IMPROVEMENTS CONIRACT installation of granite N curbing continues ( I S .Nn Aj! 0 40 ea SCALE IN FEET UTS5 Richardson Lane Stoneham,MA02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 1 PROJECT NO: DATE: 05-16-2002 � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/16/2002 Report No. 3 Barnstable Building Department Job Number 7462 Attn: Michael Trott Project Stop & Shop Landing Retail D - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Hazy, 75 degrees _TIME: 7 : 00 AM CONTACT: Bob- Cunninglia 7-from Kay'Construction's PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, Cat M318 excavator, Bomag Supra heavy plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Backfilling of foundation walls (interior and exterior) continued using a Cat 436C backhoe and Cat M318 excavator to place and bucket compact 12"-18" lifts of granular fill (onsite natural sand deposits/subsoil blend) consisting of F-M sand, little F gravel, little silt, which was previously excavated and stockpiled from wall/footing locations. Compaction was performed by the Bomag heavy plate compactor making 6-8 overlapping coverages to densify each lift placement. Backfill operations are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel r .,-t j1'a.-�.A t�r...,.,3 "•s � r .} n.°'�{'1.",,:f'�•t5''s". - 'P 3? sxa+ .y. `Ti''r`,mow••-x d,�cltiw'9s�iL•C" 'k�., `A'o-1ic '_ F .�y-•'tom'.':` ", ".'9 Name �•` - =Time Hours , Timed -•• J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard .a.� .�.� ww ..w. law ,.}. r.�...Ma. �!�!Yak °o' �'Sk°A�� `��► FlErAL 1=64. Foundation wall 67�7 backfilling (interior and extrerlor) y continues - ...�....-----•-••' N .. x UTS Stone am.M Lane A0218�00 E NAME: Stop &.Shop Building "D" DRAWN BY: Sohn Kieity FIELD SKETCH BLDG "D�� PROJECT NO. DATE: 05-16-02 x , ° Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 0 5/16/2 0 02 Report No. 2 Barnstable Building Department Job Number 7463 Attn:. Michael Trott Project Stop & Shop Landing Retail E - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 CONTACT: Bob Cunningham .TIME OF INSPECTION: 7 : oo AM TIME OF CONCRETE PLACEMENT: 10 : o o AM Immediately prior to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints, some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: Slab on grade, building E VERIFY: REVIEWED ATTRIBUTES Yes No Coverage X Clearance X Cleanliness(heavy rust,scale,mud,dirt,oil,etc. not permitted) X Bar Supports , X Tying i X GENERAL REMARKS: Inspector Premium Travel ,. Name Time Hours Time P. Treska No REVIEWED BY: William P. Crabtree Wi CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn:' Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard l Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/15/2002 Report No. 2 Barnstable Building Department Job Number 7462 Attn: Michael Trott Project Stop & Shop Landing Retail D - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clouds/windy, 60 degrees .TIME: 7 :'00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, Cat M318 excavator, Bomag Supra heavy plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Backfilling of foundation walls (interior and exterior) began using a Cat 436C backhoe and Cat M318 excavator to place and bucket compact 12"-18" lifts of granular fill (onsite natural sand deposits/subsoil blend) consisting of F-M sand, little F gravel, little silt, which was previously excavated and stockpiled from wall/footing locations. Compaction was performed by the Bomag heavy plate compactor making 6-8 overlapping coverages to densify each lift placement. Backfill operations are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel N.,a•.'^. X�^`:t: �r't!s:"y^• f',�+» .�;r-": ..,�,y `""4_s `-m �t:' [ „' e'Sfs.. -vr,T �e.wuz F'`„'6�" -k:° k ' "u,-r':-^'k::`x;."W"",.-.5' ,' v9 ''- :f me - im Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 7774 E�Ti4t. Foundation wall 4' backfilling (interior 67.7 and extrerlor) begins 0 i s -h 5RichardsonLaOnZeJOB NAME: Stop & Shop Building "D" DRAWN BY: John Kieityl FIELD SKETCH BLDG "D" UTS Stoneham,MA 18PROJECT NO. DATE: 05-15-02 Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT INSPECTION REPORT Report Date 05/15/2002 Report No. 1 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis,, MA 02601 Contractor Kay Construction WEATHER: Clouds; windy, 60 degrees _TIME.- 7 : 00 'AM CONTACT:Bob Cunningham from 'Kay Construction OBSERVATIONS: Placement of 1" bituminous concrete surface course was performed at retail parking areas over previously placed binder course. The surface course material from Lawrence Lynch plant in Falmouth was placed using a Cat AP1055B paver screed and a LeeBoy 5500 paver screed at a thickness of 1 1/41, to 1 1/211 to accommodate 1" finish thickness after densification efforts (2" at heavy duty areas) which were performed by one Hypac C350D twin drum roller and one Dresser S4-6B twin drum rolleer making several overlapping coverages to depress the top course to resistance. Material temperature at the time of placement ranged between 285 and 305 degrees Fahrenheit. One bituminous concrete sample was obtained and returned to the UTS lab for analysis. Results will be available upon completion. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name' :£Time'Aw,Hours -rlmw"4=4� J. Kielty No REVIEWED BY: William P. Crabtree / �Q cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva � ! j VMinor l � = MAINTAINaa oNolEcr A'i" '• STAMM WIN PUMPS .1 e+.a -r aAeITAM AND vaoIrcr Drina CREASE IRAP r f',� Ivy A y�•_ - v - Id-ewe / �/%% %i.r 'i; "'��_ IvsrAu Ir-u ltCl■ i� rUNAITr� �F- _ _ ly To oC11ANT i/i j �KYE a Ewsll to WATER LINEJ. E . � .-- NELOCA7E .n: !fir• �.��.... '. ..�'.. - st a G�,• .i 1 -Y$-- E)OSaIA/�YOPrWT- - �' — - <. )'� ^� \ 1i� (IY!;n i RELOCATE 0 �' � '_ _J---=-�-=-�` ;- Mtce•i .oz'� 'tfx:-_ �,clot � ''ti � ••1' Nwnwl I 1 ._I--'_ 7;ll_'�� .�9�'-�� i��:� r� �i�' i.../r2• `�'w �� ,�� t' 11 $v.mly un --'Q.. -._ I _. ' J`-�: i -� - �._3 _--.-VS; rrrw.n.N A, •.///i:� �'_y- G 'Q� ,� - ^~ I', 1 ;i;14f)�11�G I 'iAslNil;�i �--�� +r uA:/ i r /i,n 1 a7^�w '•r. .da _ `1 a a r l :Placement and I ■ r =�\ ' 1, '"' 1 i MM AND (compaction of COSTINGRECONNECT - e G� " „ �;I;1'I ,•,'�♦III a 1 'III'III -..T!»�rI III'I•II?',ItP�IsII �''' I � i I W •M0. %9b ituminous concrete �['iAJla AC d7`1�C'7'1CMS :•].Al 1 , �p�surface course. Typ. IP SEVIER / I'{' - a III' � r•-, �-� . \- RRAIL� �' � .' I v. ( 1'j�I; -n. �i;ii1 .1 ) 1 %./. ;,i �_.._�'=-'� -� '`• c' �- �1�,w,��tr al � ;' 1 /i,.%�i J .r1 ,,� GBs[a7Mt tC lOa alo,.y e r 13, 1 - ao Bituminous DRAW :•-o .� rw tw LVL 4 < ,` r_�sf p • /` - �, oncrete sample •7 , l 'i3 '.'f`N ocation 41 1— � � ■ A E- / 1r�rTsv m z I, —IWO N#-A11 W----7 ------'--- ' 64 17 •� ry 1 ■ a ��\M � , S.LmrP1 P�� .' �d-$ ss ( ,. l lair .as laws TTT 1uonN :qs ,s.sx �:rt± �'• s I 1 1-■M Fi ee'.7Y .,I'� e ' r I n IIESFAK I `��' . 1 4„_" of K IWCHINO AREA AREA I - ' r �- j b 7 17W1w0 eAvn ro k, -nr 4j l , � ------- � �� ,� SE NalouEn(Tw> �'`,c '�.t q�<•on��.�.•r.��+ E'R �?r � i r < • a• fifiz ".97 fro TIC RUAL q,r s m .:.�+qC ` T" -ISM'sAIM Aw l , _ Jerry .,67.7,1 , ■ � A.ezlc ■ _ .p .Yg-71 OMNEJETAw CTIOI$ ■� FRIA V. • —_ _,�/,',-idi Tip' 'fir '.M� FETAJL NCfK C •, a ^. [1 - i pgDp y1Ury (ITS s�nelam,MA02180 PROJECT NO Stop & Shop Retail Sitework DATE: 05 1 BY: 5-2002 Kielty FIELD SKETCH EAST {- Of Massachusetts 'The Construction Testing People' Page 1 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/15/2002 Report No. 5 Barnstable Building Department Job Number 7463 Attn: Michael Trott Project Stop & Shop Landing Retail E - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clouds/windy, 60 degrees _TIME: 7 : 00 AM • . ; CONTACT: Bob Cunningham from Kay'=Construction'' — - PURPOSE: Observe earthwork construction EQUIPMENT: Cat M318 excavator, Bomag Supra heavy plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Backfilling of previously installed sewer drain pipe was performed using a Cat M318 excavator to place and bucket compact 12" lifts of granular fill (excavated granular fill,. natural sand deposits) consisting of F-M sand, little F gravel, little silt, which was previously excavated from trenching operations and stockpiled. Compaction was performed by the Bomag heavy plate compactor making 6-8 overlapping coverages to densify each lift placement. Backfill operations are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspectorr'" � gyp., s. r° , < , Premium. - *,. x Travel <� - t rF" �C.J�;� k " y ` a �N urs Name,x%; ...� �. `+ Mime J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 1 I I� r ' mb� MOD]1 3 Backfilling of ewer pipe Buildin "E" DATE: 05-15-02 �� UTS Sto�ehamsMA02180PROJECM NOtop & Shop 9 DRAWN BY: John Kielty FIELD SKETCH BLDG E ielty w� Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date'. . 05/15/2002 Report No. 22 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis,' MA 02601 Contractor Kay Construction WEATHER: Clouds/windy, 60 degrees .TIME: 7 : 00 AM CONTACT:_Bob Cunningham from Kay Construction & Carl Grassetti from Grassetti Bros. PURPOSE: Observe earthwork construction EQUIPMENT: Johon Deere backhoe, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of flexible gas line was performed using a John Deere backhoe to the proposed elevations exposing natural sand deposits consisting of F-M sand, little F gravel, trace silt. Upon installation of flexible plastic pipe, backfilling was performed, using a John Deere backhoe to place and bucket compact previously excavated materials to resistance, followed by the small plate compactor making 4-6 overlapping passes to densify the approximate 12"-18" lift. A field sketch is enclosed for review. These observations were related to Mr. Cunningham and Mr. Grassetti prior to departure. Inspector Premium Travel -" . . ." 4i.. 'xi4'„�' .:iu`'-y.{r�".9' .-"'nYt•�. q.x' � i3:e,t-� +"-t �. - j, c .;f`.w.22;y - ? H Name r y ,Tune Hours .. Time` J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 4o Rp � R�PATE T 5.090 GALLON Poo CpTiY 11,000 GALLON ANO)OC TANK RO �/ Cr - / EQUALIZATION TANK (11' 4x29 1 ) ,cr two REQtw" , fRi Vent (1r-{-,�2'—s'xs'=s 'DEEP) I _2' avc COND, (SUcRose) , ..`-• 15.aoo cAUQN ►- `� �T �. ', ` AFRA71ON TANK VENT PISk 71YQ REQWRa) (11'-4'v2W-10"x9'-3 ;q DW) 3 - 2' PVC CONDUITS FOR c NaON tr SUCROSE nsw() M / w 66.1X VENT +\� AND UNSOR MIRING RISER '` � ti VENT TO ROOF 6� TYWAL 6Ir I STOCKADE •` 1 ` \\8 X5• PAp r 6j xcavation and (aw)S nstallation of flexible as line 839 •' J 4 4's h!' 1P) r . P S pp,,,.__V w AREA OF STANPARD Op l J 11.OD0 GALLON DROP FOOTING Dim fJ SETTl1NG TANK PAVEMENT (11'-4•X22'-2-x9'-t WOEEP r i� C Awn r� 4 I I (REaRC.) I (1 6 ; 1-sz so / U75 03.7 17 �. I` "cT�Q� c Ate) •• v0E T yE It ♦ / DOSING i S , • PULP STATION ■� "`� r '8-S� rrrr�rrr rr�r�. rrra rw ■ O 'tri■■�r■All■ ■�1■wr■■A�or�r�■r�rrr� �rer�atr�■1��■ir�rr�TV UTS sa eham,MA02 80PR0 ECTI NO.top & Shop Building "G��'DRAWN DATE: 05 5 02hn Kiel tyFIELD SKETCH BLDG "Glu ° Of Massachusetts. -The Construction Testing Peo.ple'- Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing-Steel Report Report Date 05/15/2002 Report No. 5 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop. & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis,, MA 02601 CONTACT: Bob Cunningham and Carl Grassetti .TIME OF INSPECTION: 2 :45 S PM TIME OF CONCRETE PLACEMENT: Unscheduled Immediately prior to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints, some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: Slab on grade VERIFY: REVIEWED ATTRIBUTES, 'T - Yes No Coverage X , Clearance X Cleanliness(heavy rust,scale, mud,dirt, oil,etc. not permitted) X Bar Supports X Tying... X GENERAL REMARKS: No reinforcing steel placed for equipment pads; equipment pad details have been omitted from design as per superintendent Carl Grassetti. Inspector Premium Travel Name Time Hours. Time J. Kielty No REVIEWED BY: William P. Crabtree {: 4-� cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Of M.assachlusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 05/15/2002 Report No. 1 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Contractor Kay Construction Hyannis', MA 02601 CONTACT: Bob Cunningham of Kay Construction _TIME OF INSPECTION: 2 : 00 PM TIME OF CONCRETE PLACEMENT: Unscheduled Immediately prior to concrete placement, an inspection was made of the concrete reinforcing.steel by the field technician. Due to time constraints, some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: Retail Building "H"' rear cooler walls VERIFY: REVIEWED ATTRIBUTES Yes No Coverage X Clearance X Cleanliness(heavy rust,scale, mud,dirt,oil,etc. not permitted) X Bar Supports X Tying X GENERAL REMARKS: Inspector Premium Travel . Name Time Hours Time J. Kielty No REVIEWED BY: William P. Crabtree cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 4 Of Massachusetts. -The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/10/2002 Report No. 46 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 75 degrees .TIME: ? : 00 AM i CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: John Deere backhoe, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of precast concrete curbing continued at retail parking area using a John Deere backhoe to the proposed elevation at the bottom of curb exposing previously compacted granular fill/gravel base which received a smooth bucket finish to densify disturbed soils prior to several overlapping coverages with a small plate compactor to densify base. Upon installation and placement of precast curb sections, backfilling was performed using John Deere backhoe to place and bucket compact excavated gravel base materials, followed by 4-6 overlapping coverages with a small plate compactor. Concrete was poured in place along outside face of curb sections to the top of binder course elevation. 'Excavation and curb placement is ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel r Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard L MAINTAIN AND PROTECT ICB-20 33 _g, CASTING UNNACEs -"I STATION VFTN"PS _j MAINTAIN 4 41 �PO' D29TOOC CREASE TRAP HYDRANT 36 INSTALL IT-4T 000 IA TO BVUA! ;A AND CONNECT TO EMSTING.WATER UK 2. 12'PIPE oftjWVALVE H=TE Im T-7 -NA CLLWC W-7 n. RECONNECT Of EXIS of_i5 W I 13r 1Dt 3r No to = MAIL EW5R--J%ATEX,GAS AND AND PROTECT I tk CABLE CONP9Q!!1S WITHS— ;.q(L.0W.R-A4t NCCES TO Pnokw V, COMEW). Lac On Vo f OOAD Excavation a installation of precast AM ------ ■ curbing continues. P_ PROTECT- 6W,7Z �MpAOf9 AND GS 7yp.) RESER14 )- I I AZ, AREA OLT 4 VIE -1-63,90 LL AREA ,( DURING VC RDAOVM(Typ) A 4twUl-r LX.r w I 0 EXrSrINC t _ CONNECTION < III AND PROT&C I V. AT W_ —-—-—-—--- Irp Ar FETAL El MANTAN AAA FETALIV CTICNI an IFFE 577. 2 IfA 16 12 FETAL I*nA=C COSTINIG . ......... ...... ... CONNECTIONS J 5 Richardson Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John KieltyFIELD SKETCH EAST UTS Stonn e am,MA 02180 PROJECT NO: DATE: 05-10-2002 ° Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/15/2002 Report No. 83 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Clouds/windy,, 60 degrees _TIME: 7 : 00 AM , CONTACT: Bob ;Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 140G grader, Hypac C850B single drum vibratory roller TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Grading of Stop & Shop parking area gravel base course continued at northeast and south of building "F" using a Cat 140G grader to evenly distribute and backdrag previously placed offsite gravel base consisting of F-M-C sand and gravel, trace silt, from Lynch Pit in Falmouth. Compaction was performed by the Hypac C850B single drum vibratory roller making 6-8 overlapping coverages to densify placement. Placement and compaction efforts are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. 'Inspector . Premium Travel Name Time Hours ; Time J. Kielty j No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard ...... —APPOICUATE LIMIT OF WM TO BE PCIVORMED UNDO A SEPARATE WASTEVATO TREATMENT FACILITY CONTRACT 01OLD)NCE(SEE REF ERE DRAWNG C-46) 1;4EP t ................................. ............. TREATMENT FACIM ZENON WAMEWATER VC Ire CAL EQ1JA1,1ZA LINCIERGROL)IND YREATWIDIT TAW PL. , VrD Ar'oMq GENERATOR AND ENCLOSURE VAULT • UGE/F YRANWORMER PAD 6 ..... ..................... rl ........ PRESAIRIE DOSING JA— • STATION INITIN PUMPS -S;T-�g R—( LD 25 1.7. 0 MAINTAIN AND PROTEL 6 DOSlING'CREASE TRA6- 7 LDe. x INSTALL 2-45'DENO AND CONNECT'TO 0-i E)USTPNG IIATCR LINE t 1 REMO-4 A RELOCATE 14 29 - 9 2-1 Pll.� FUR"MAINS /sr L%)(HDPf1 EaULD F* PROPOSED STOP & SHOP 4 SUPERMARKET 1.5&00...... L FFE 45,0 VI RECCP94ECI W P I S Grading and • R _,compaction of 611`�, gravel base i —2ZD ontinues course c JOW14-17 4,0 IVD.L 2 A a T 1—TRANSFORMER PAD -.0 1 13 E=-E IV. 5A.00 h 4 2 $1 Do . Fr r-3 an S& 4. 'ENT J== To ROOF y 22 12 LU $4 0 7. WAR NE W.7X ICHING AREA RESERVE to It 1.6190 LEACHING AREA T It t ----- ------- 'y - V -4 ?I 4-i2*D #7j10'0 -- -—-—- 20 -67j----17�-- 38 It FM- Ir to 11A IFFE-67.7 Marior Ta Ir ov ir cv ry v 5 RIchardson Lane JOB NAME: stop & Shop Cotuit Landing DRAWN BY: John Kielty FIELD SKETCH WEST UTS Stoneham,MA 02180 PROJECT NO: DATE: 05-15-2002 I � Of Massachusetts 'The Construction Testing People' Page 1 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 0 5/15/2 0 02 Report No. 46 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy/windy, 60 degrees _TIME: 7 : 00 AM CONTACT: Bob 'Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, John Deere backhoe, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of granite curbing continued along island, south of retail building "C", using a Cat 436C backhoe and John Deere backhoe to the proposed elevation at the bottom of curb exposing previously compacted gravel base, which received a smooth bucket finish to densify disturbed soils prior to the small plate compactor making several overlapping coverages to densify base. Upon installation and placement of granite curb sections, concrete from Lawrence Redi-Mix was poured in place along inside and outside face of curb sections to the top of base course elevation. Backfilling of installed curb not performed this date. �rhese observations were related to Mr. Cunningham prior to departure. Inspector" m� r is cs -rn i. f� c—:« .rx ` 1 Premium a " Travel+o Name Time Hours " Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 0 JAI is r will ME All !► it �1"; IN IMF Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 0 5/14/2 0 02 Report No. 45 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction i WEATHER: Cloudy, 50 degrees _TIME: 7 :00 AM CONTACT: Bob Cunningham from Kay Construction ' PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, John Deere backhoe, Gradall XL5100 excavator, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: 0 Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of granite curbing continued at proposed Cotuit Landing retail entrance using a Cat 436C backhoe and John Deere backhoe to the proposed elevation at the bottom of curb exposing previously compacted travel base, which received a smooth bucket finish to densify disturbed soils prior to the small plate compactor making several overlapping coverages to densify base. Upon installation and placement of granite curb sections, concrete from Lawrence Redi-Mix was poured in place along inside and outside face of curb sections to the top of base course elevation. Backfilling of installed curb-not performed this date. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 0 Ld REMOVE EXISTING 10' PLUG AND 12'XB*X12' TEE CONNECT EXISTING IT WATER 12' GV MAIN M NEW if WATER MAIN 121— C) I 2-XIO'INCREASER I - 12"GV ON CENTERVILLE-OSTERVILLE SIDE RadOVE ECSTIK 6" PLUG AND CONNECT EXISTING 9' WATER MAIN M NEW 12' WATER MAIN LLN 1RjL eriz 6&H NSTAR NE-178 MH 6591070 ELECT C -ia — — — — — — 7-- A < APPROXIMATE LIMIT OF(WORK TO BE PERFORMED UN dER A SEPARATE OFF-SITt IMPROVEMENTS CONITR{CT h rrE-v.7j &7to IIA a 23 I FlErAIL C T&T MH A -Z� ROW) s Excavation and nstallation of granite urbing continues 'TypO . N S 0 40 so =2.........I SCALE IN FEET UTSS Richardson Lane Stoneham,MA 02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY- John Kielty FIELD SKETCH 1 of 1 PROJECT NO: DATE: 05-14-2002 Of Massachusetts .The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/14/2002 Report No. 48 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy, 50 degrees .TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: John Deere backhoe, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: - Excavation and installation of precast concrete curbing continued at retail parking area using a John Deere backhoe to the proposed elevation at the bottom of curb exposing previously compacted granular fill/gravel base which received a smooth bucket finish to densify disturbed soils prior to the small plate compactor making several overlapping coverages to densify base. Upon installation and placement of precast curb sections, backfilling was performed by the John Deere backhoe to place and bucket compact excavated gravel base materials, followed by the small plate compactor making 4-6 overlapping coverages. Concrete was poured in place along outside face of curb sections to the top of binder 'bourse elevation. Excavation and curb placement is ongoing. A field sketch is enclosed for review. These observations were related'to Mr. Cunningham prior to departure. Inspector• Premium Travel t Name Time Hours Time' J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard t 21 Vl WAINTAJW AND PROTECT 20 33 -34 VaSUNG NMWM -.3= 28 R MAINTAIN AND VDIECT DQSW4 GREASE '=CT 36 r *WOU Ir-45*000 &RELOCATE -fv DOST*IQ HYDRANT IT27 9 PIK RELOCATE -7 SNOWIM OnL r n. • L40mw AND NJ RECON1 PROTECT EYIS )TECT VUSTWG 1M SEVOm -"1 1 � - GAS 11 !17 " Afl, ftj ;.;I111 .4r -J-1 C= L f Nr RETAL A on I" a"AM CAME Ot co" ROOF DRAW • To DC`�IVL I "V F C TO 2 IT,r r64;:-;-. • fty -Tsv MAD L 0 Excavation and r installation of precast S Uj P curbing continues. V,w.i r .4 'S IL ve I WCMW AREA 1-83,90 94H AREA ir. - BC F43dove.-,"% ------- A-40fr LX,DgM 1- a rar RM (MVA) CONNEC110" A, V me PROW w— AT -—-—-—-—--- X;-- FETAL 19 T.,M 9 FETAL TAAW T FFE-67.7. 4 TV S ;dS 10 IIA ITT SETBAC*k:N -all WrAiL C C A • ......... D037W VTLffy 5 Richardson Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John KieltyFIELD SKETCH EAST OUTS Stoneham,NIA 02180 PROJECT NO: DATE: 05-14-2002 6— Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil lnspectiomReport Report Date 05/14/2002 Report No. 82 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Cloudy, 50 degrees .TIME: 7 : 00 AM CONTACT: Bob .Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 140G grader, Hypac C850B single drum vibratory roller TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Grading of Stop & Shop parking area gravel base course continued northeast of building CIF" using a Cat 140G grader to evenly distribute and backdrag previously placed offsite gravel base consisting of F-M-C sand and gravel, trace silt, from Lynch Pit in Falmouth. Compaction was performed by the Hypac C850B single drum vibratory roller making 6-8 overlapping coverages to densify placement. Placement and compaction efforts are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) i REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard 24 APROMMATE LUT OF VORIC TO BE POWORNIED / .nJ :!I' - ` UNDO A SEPARATE WAS"ATER TRIEATWNT FACILM CONTRACT(HOLD) (SEE DRANNO C-16) ...... .................... .... I 2-r Pwr ZENON WASTEWATER .4ZM MAPS I MA I MENT FACLITY WD TW)N ..-...22.000 CAL CQUALUA' UNDERGRO11.1140 TREATMENT TAW TANX A PVUP STATION GENERATOR AND ENCLOSURE M/F VAULT RAWL- TRAUSIFIXU!"PAD IT, PRESSIAM DOSING STATIOld WTH KUPS 23 r/ +� 11,000 MAINTAM AND PROTECT sirnmo o,p%c COSTING GREASE 7RAP- YAW LD 36 .5 INSTALL 17-45'OE AND CONNECT TO EXISTING WATUR LON 29 REWOVE RVILOCATE )Grading and 12'W S/ .f, - Ni/ �� 6w !/ v. -'6'� 2's � _ MTW,HYDRANT I 2-r PVC Vir mINDPE) FORCE MAINS compaction of gcravel base 4l s m : . I ---tP SHOP pKiourse continues. t L: I :,1 10 g ;1;4 I, , : , iV 50 . .. P. RECONN MEE W• CeVER M IN-YRA t"T ME tRM LONO C 00 a MUT OwnX .1.1cm $740 M06-28 14 1 LwL 2 to -4D ES- 1.!"3 _j 00 AIL tt 7 RE OCO" 27 COA �� 1 .4 LANEcr r At_ IV. 5400 TRANSFORMER P 13 E %tto -26 D.61.00� y -:"zi-1 —tV 6.S 1-MAD -- - I E :ZA rr TO ROW ✓ 7 VENT w SST 7 UJI 7 I D _9u It t-67.70 t EX e' 15 RESER 1E LEACINING'AREA, L4 1.6190 00 W.7Z -JIM t ills ----------- • ■ Lk 3WO a) C .1 20 0 I'D FETAL toFFE 67.7. incrtur ya 2 I ir CV cy - ------I : .__ L Ir OP27 5 Richardson Lane JOB NAME: Stop & Shop Cotuit Landing DRAWN BY: John Kielty FIELD SKETCH WEST ' UTS Stoneham,MA 02180 PROJECT NO: DATE: 05-14-2002 � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/14/2002 Report No. 4 Barnstable Building Department Job Number 7463 Attn: Michael Trott Project Stop & Shop Landing Retail E - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy, 50 degrees .TIME: ,7 : 00 AM CONTACT: Bob Cunningham from 'Kay Construction_ PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of interior sewer pipe began using at Cat 436C backhoe to the proposed elevations exposing previously compacted granular fill, which received a smooth bucket finish to densify disturbed soils. Backfilling of installed pipe not performed this date. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No f REVIEWED BY: Chuck Fraser CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard j Ab .v .ram M w _ 12"D -jI OD .......►r. i, xcavation and nstallation of sewer r 'Pipe begins UTS Stoneham.MA02180PROJEC�T NOtop &"Shop Building '�E��DRAWN B : John Kielt . FIELD SKETCH BLDG ,"Elv i Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 0 5/13/2 0 02 Report No. 47 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Rain, 50 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: John Deere backhoe, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of precast concrete curbing continued at retail parking area using a John Deere backhoe to the proposed elevation at the bottom of curb exposing previously compacted granular fill/gravel base which received a smooth bucket finish to densify disturbed soils prior to several overlapping coverages with the small plate compactor to densify base. Upon installation and placement of precast curb sections, backfilling was performed by the John Deere backhoe to place and bucket compact excavated gravel base materials, followed by the 4-6 overlapping coverages with the small plate compactor. Concrete was poured in place along outside face of curb sections to the top of binder Course elevation. Excavation and curb placement is ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard MID XVU2L- rZt \L 33 L ANTAIN AND PROTECT ca;2.1 -34 SMMCE$ STATKN WIN PUMPS P-1-2 1 2a 4 AYBLTT MANTAIN AM PROTECT =4"0 -PROTECT TO Or DOTING GREASE TRAP HYDRANT =777- NSTALL Ir-45'BEND -- ...... AND CONNECT TO TNG 3�kTELR LM &RTLOCATe V DOLTZIQ HYDRANT IT HYDRANT 12 )(HOPE) 31mbMwe LOT Ift-94SIM; W!- A AN AND PROTECT EVJST4D- RECOPMEXT SEVER GAS C84MR No RVAL '7- TDN�M CDNW DRAM To V IN 3 r L%L J rD • J I RD(kDWCR,AC%%N LVL 11��il ECESSARY --aECON"M TO PMQVW`w� Y) 3 I T 7 V .37jo -15 Excavation and F' installation of precast 7 1 • 2 1 G_ALL • w curbing continues. *� ay i( r i : �.�� r . I -14 1\ ' • I T MORK d 60""AREA VE AREA TO ALL WAPS TO K memo%-. A�-or CONNECT10N AT AND PRO j SU 49 -—-—-—-—--- VER FETAL FUAL liVil ARTA E IT CQNN w C..'S 11A FFE-61.7 IN( .... ...... WTA.L C WPOL C Box ....... .. ....... 5 RichardSOn Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John KieltyFIELD SKETCH EAST UTS Stoneham,MA 02180 PROJECT NO: DATE: 05-13-2002 t �.,�.,. Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 0 5/13/2 0 02 Report No. 81 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Rain, 50 degrees _TIME: 7 : 00 AM CONTACT: Craig Williamson from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 140G grader, Hypac C850B single drum vibratory roller TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Elevating and grading of Stop & Shop parking area gravel base course continued at northeast of building "F" using a Cat 140G grader to evenly distribute and backdrag approximate 8" lift of offsite gravel base consisting of F-M-C sand and gravel, trace silt from Lynch Pit in Falmouth. Compaction was performed by the Hypac C850B single drum vibratory roller making 8-10 overlapping coverages to densify placement. Placement and compaction efforts are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Williamson prior to departure. Inspector Premium Travel Name' " Time Hours Time . J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard L ok at:mw.,m / �_� UNDO A "m TREATINIENT FACKM CWMACT OVW) (SEE DRAMO C-16MI 110 LION WASTEWATERVC Z;WMAWS FACL" .4-EOUAU TIOR jZOCO r ZA A R211P STATIOW TREATWiEwrr TAw GINIMATOR AND DOMOMM 4ft VALU ........... ....... ...... ......... ITEMOVORM PAD PRES9jRE OosN- LD STATION WIN PLJUPS 9 25ISA 1.57.50 j/ 11.000 OAl "' 4. LD MANTAM AND PROTECT lD sermwo a' VQSUQ GREASE TW- 35 #MALL 12-43'WO TAN( AND COMECT TO EXISW WATER LPX 29 VALVE &RaocAyr a's RAINIT OlaPlacement, I 2-V Pvc HYD 3 ra ding and I FORCE UAM LAM." -ompaction of cSP2SHOP LA-1 ravel base Saw nurse. nr%i--I O Ell C84TEft 225 Nro DWILTRACIL TIONC VA 15-Uwfs LOW 1.61.00 k1w emmm )MR-28 .IW2 1W L% 17 24'0 AIL 7 27 Vol G 0 LP99 tr 25 :am 2 ID C Pu- IV.-51KOO TRANWORMER PAI) -13 E -25 C-3 P z .VA W E=- MNY 1 22 Lu VENT Ae- Go. o so _ EX fie Do 5 RESERVE -w PEESERX AREA V� "VE -1-63.90 LEACHINO AREA t Va. 0 3OrD wo C ---------- go -—-—-—-- a IN FTE- FMAL 7 trxrxlr 10 FFE-67.7 : I ir rV 2 12-cv$572-7---L 5 Richardson Lane JOB NAME: Stop & Shop Cotuit Landing. DRAWN BY: John Kielty FIELD SKETCH WEST UTSStoneham,MA 02180 PROJECT NO: DATE: 05-13-2002 1P, q� Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/13/2002 Report No. 44 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Rain, 50 degrees TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Contstruction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, John Deere backhoe, Gradall XL 5100 excavator, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of granite curbing began at proposed Stop & Shop Drive entrance using a Cat 436C backhoe and John Deere backhoe to the proposed elevation at the bottom of curb exposing previously compacted gravel base, which received a smooth bucket finish to densify disturbed soils prior to small plate compactor making several overlapping coverages to densify base. Upon installation and placement of granite curb sections, concrete from Lawrence Redi-Mix was poured in place along inside and outside face of curb sections to the top of base course elevation. Backfilling of installed curb not performed this .date. i These observationsiwere related to Mr. Cunningham prior to departure. - Lnector Premium r Travel e" Time Hours Time Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 0 Ld RENOWL COSTM 10'PLUG AND 1Z*XB'XI2* TEE M -CONNECT VOSTM 10' WATER 2 12- UV MAIN TO NEW W WATER MAIN C) 12'kl0*INCREASER 12'GV ON CWTUtVUE-OSTERVUE SDE REWOW EXISTING fr PLUG AND COSDIECT EMSTING 8- *ATM WATER MAIN MAIN TO NEW 12 2-tr w er 6 @H 12 NSTAR NE-17B MH 659/070 Ld J, ELECT C 4- Excavation and LU installation of granite curbing I begins APPROXIMATE uwa OF WORK To BE PERFORMED UN h A SEPARATE OFF-SITt IMPROVEMENTS CONTR CT to ILZ 67.� 96�-I A 24 &T MH C T% ...... -— —— — —— — — GAS s APPROXIMATE LIMIT OF TO BE PERFORMED U A SEPARATE OFF-Sl IMPROVEMENTS CONTRACT CS a N S 10 ` /. 0 40 so SCALE M FEET UTS5 Richardson Lane Stoneham,MA 02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 1 PROJECT NO: DATE: 05-13-2002 1 _ Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/10/2002 Report No. 21 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 75 degrees TIME:: 7,: 00 AM . CONTACT: Bob Cunningham from Kay Construction & Carl Grassetti from Grassetti Bros . PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, Cat 325B excavator, Krupp 10-wheel crane, Bomag Supra DPU 6055 heavy plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of water and sewer pipe was performed using a Cat 436C backhoe to the proposed elevations exposing natural sand deposits consisting of F-M sand, little F gravel, trace silt. Upon installation of pipes, backfilling was performed using the Cat 436C backhoe and to place and bucket compact previously excavated materials to resistance, followed by 4-6 overlapping coverages with the Bomag Supra DPU 6055 heavy plate compactor to densify approximate 12"-18" lift. A field sketch is enclosed for review. _These observations were related to Mr. Cunningham and Mr. Grassetti prior to departure. Inspector Premium Travel Name Time 'Hours Time J. Kielty No Min Day 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop &;Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard GALLON p Cps nrNOW TANK n Q )Jgy 11,00o cw.aN pr-4'z24-t0'x8'-3 'DEEFJ gPQ Q, ` Cr I 77M RECAUJ1REDT nP%r VENT (11'-4' '-2 t9'=3 WDEEP) 1 - 2' P%C COND. (SUCROSE i" 15.000 CALLON AERATION TANK M;M RS 7WO REOWRED (11'-4-x2W-1O'x9'-3 W DMP) 3 - 2' PVC CONDUITS FOR NsON a s1/CROSE TUBINQ MIX +`~ _ ~\ VENT AND SENSOR MPJNG MSER� _ VENT TO R" / �• I� a 6t1 \ ~ OF VOW ` 2'S ., . T YPICAL 67 / 07.5 •�•• ••1 ) ��1- 67.71E \x xcavation and ~' e woos c„+ce nstallation of water srocKADe 1 '{ .�.• ♦•s �' nd sewer pipe cE 4-CS `'•:�.• (DIP) 77 es, 63 f � �1 1 AREA STANDARD1I.OD0 GALLON DUTY i 1 SETTLING TANK C� DAD FO NG PAVEMENT 1 t ' (11-4'x22-2 x9'-j3 -4'DW f CIiAMBEi Scr . j (RECIR ry y 44 I If 6 1'82 ! 6373' 67.7 i �. ar r- -- ^--- --- � �• — .-.. -,., .� �•-. N 5619 It Iy�Q� 1 (!IS ,. UOE.T A ----UG£T � � VAW6 CHAMBER ' LNG 1 ( STATION S �. t Q `a"■rmom m Mara mmisri &MRa ■ftmImwmWe mom rrso8p ClT$ s Richardson MA L a JOB PROEC D ME: Stop & Shop Building "G"� RA Nhn KieltyFIELD SKETCH BLDG "G" NO. 05-0-02 Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05/10/2002 Report No. 2 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS DONE.ACCORDING TO ASTM: C-39 CLASS CONCRETE: 4000# 3/411 No. Of Sets: 1 —7cUBIC.YARDS: 9 SET 1 LOCATION: Entrance Way Sidewalk Total Unit Slump(in.) 5 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 68 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 70 D490 6 x 12 28.27 Good 05/10/2002 05/17/2002 7 66,000 2,330 2 Truck No. 272 D491 6 x 12 1 28.27 Good 05/10/2002 06/07/2002 28 Ticket No. 106126 D492 6 x 12 28.27 Good 05/10/2002 06/07/2002 28 Time 4:15 D493 6 x 12 28.27 Good 05/10/2002 06/07/2002 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours 'Time C. Wheatley No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES A II �, I (1) Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc:, „ Stop & Shop Supermarket Attn: Dan Donahue Stop & {Shop Supermarket Attn: Arthur Joubert Kay Construction. Corporation_. • Attn: Michael Collentro Landry Architects Attn: Dave Campbell -Vanasse Hangen-Brustlin, Inc..___ _ _ Attn: Steve Chouinard Cape Cob Ready Mix . C` Attn: Jay Pleva __ _ Of Massachusetts: 'The Construction Testing P:eo'W` Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 0 5/10/2 0 02 Report No. 2 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT t Total'Pour`:_ Entrance Way Sidewalk; tr, Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: []Thermal Blankets ❑ Heat ❑X None ❑ Other Slump Specification (in.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: i Of Massachusetts. The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05/10/2002 Report No. 3 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -4LL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 30oo# 1/411 No. Of Sets: 1` CUBIC YARDS: 6 SET 1 LOCATION: Footing: Cooling Storage Total - Unit Slump(in.) 5 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 70 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 68 D486 6 x 12 28.27 Good 05/10/2002 5/17/02 7 73,000 2,580 2 Truck No. 61 D487 6 x 12 28.27 Good 1 05/10/2002 1 6/7/02 1 28 Ticket No. 20366 D488 6 x 12 28.27 Good 05/10/2002 6/7/02 28 4 Time :35 D489 6 x 12 28.27 Good 05/10/2002 6/7/02 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel' Name Time Hours Time C. Wheatley No Min Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES I � (1) Cone (2)Cone and Split (3)Cone and Shear (4) Shear (5)Columnar cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva p r. Of Massachusetts. 'The Construction Testing P'eopfe' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 0 5/10/2 0 0 2 Report No. 3 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix t FIELD SUMMARY REPORT Total-Pour: Reta -l-.Cooler Footing.Storage- Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: ' Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ❑X None ❑ Other Slump Specification (in.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: I Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/10/2002 Report No. 43 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 75 degrees sTIME: ..7 :00 AM! . . CONTACT: Bob [Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10 & 18-wheel dumps, Cat D4C dozer, Cat 140G grader, Hypac C850B single drum vibratory roller TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Placement and grading of 12"-18" lift of dense graded crushed stone from Lynch pit in Falmouth continued at roadway excavations (adjacent to and east of Windmill Lane) . A Cat D4C dozer and Cat 140G grader were used to evenly distribute and backdrag offsite subbase material to depress placement to resistance. Compaction was performed using the Hypac C850B single drum vibratory roller making 6-8 overlapping coverages to densify placement. Placement and densification efforts are ongoing. These observations were related to Mr. Cunningham prior to departure. Inspector Premium, t. Travel , Name )?a � ° Time Hours' rTim'e '*�• J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Mftft SWAM ..` t. doom Swam 10+ do 4•. {may, yr •!`8:.i.. K �:�ri PW ti,':1 �.. Jwa � � ..• .�%'If• 1. � y. irr,l�,i.�•Y •,'• �. �'�i •••.._w •.r....•.•_i.��yr�i �'. t`� ij o"• " 1.:r•f.ir. -'��•:(r'f::� • �d4•X�v�"'�Yt - ;:{� r':� I::"�� ,.(riY.4. ;�� L j�� rs,:.:•t:... '•.I•..-r i.'.� � ..'. � �f r!/•-.•...ail r S� .tyr �':':'7 � �"`"•••.., '•'� rL'�,: .1 '` 'sued 1�, rrr•:;r, _ '.!+. ,'l' ��,., ��• ;; Placement, grading and •�•>::::.;,: ompaction of dense grade br ubbase continues. f U7-�+ 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 05-10-02 �7 Stoneham,MA02180 PROJECT NO. FIELD SKETCH 1 Off i " Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/09/2002 Report No. 42 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy, 55 degrees ,-TIME: T:00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10 & 18-wheel dumps, Gradall XL5100 excavator, Cat D4C dozer, Hypac C850B single drum vibratory roller TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of traffic signal ducts and structures continued along south shoulder of Rte 28 using a Cat 436C backhoe to the proposed elevation at bottom of trench exposing natural sand deposits consisting of F-M-C sand, trace gravel, little silt, which received a smooth bucket finish to densify any disturbed soils. Two by six boards were placed atop installed conduit. Backfilling of ducts and structures was performed using a Cat 436C backhoe, and to place and bucket compact previously excavated materials to resistance followed by 4-6 overlapping coverages with a small plate compactor to densify approximate 12" lift. Removal of existing roadway bituminous concrete pavement and gravel base course continued along southbound side of Rte 28 (adjacent to windmill Lane) using a Gradall XL5100 excavator and Cat D4C dozer to subgrade elevation, exposing natural sand deposits consisting of F-M-C sand, little gravel, trace silt and existing roadway gravel base. Bituminous concrete and excess soils were loaded on 10- wheel dumps to be transported off site. Subgrade was proofrolled and densified using a Hypac C850B single drum vibratory roller making 4-6 overlapping coverages. Excavation, removal and densification efforts are ongoing. Placement and grading of 12"-18" lift of dense graded crushed stone from Lynch pit in Falmouth continued at roadway excavations along south side of Rte 28, using a Cat D4C dozer to evenly distribute and backdrag offsite subbase material to depress placement to resistance. Compaction was performed by the Hypac C850B single drum vibratory roller making 6-8 overlapping coverages to densify placement. i " Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/09/2002 Report No. 42 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction t ,Placement and densification efforts are ongoing. These observations were related to Mr. Cunningham prior to departure. r Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser Cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard i • 1 1 1 1 r 1 � . .m„ aftft +� s• �'� 'o't ..<.•r - ^��f.f.3.^-• -. f,:,- �.�ii�F+L.....,. •2'-.•:T,�•�L•�p,t �3r.. '��R !�"�.f�•„�r.�<^.�k:.(•• y'1� � :>•:.,ti.,.... f r: :� � '• , _ •lf�l�..-.C:� rl a.,r'•.:%'i -•.••...�,�^c:.... ^. {$ r ! • ;•: is ji'y. L; 'ij .a.,n J:: ,a:.� :r } rl.,,,,, � •�.. Y::. •t::%sir` n..>._ e� ,_ s,.t l'!:`. . Removal of subsoils and bituminous concrete structure -' o subgrade elevation. Placement of dense grade ontinues. <�►^ �TS 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 05-09-02 ._ I Stoneham,MA 02180 PROJECT N.0 FIELD SKETCH 2 of 2 i Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/09/2002 Report No. 20 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy, 55 degrees .....TIME: 7 : 00 AM M CONTACT: Bob Cunningham from Kay Construction & Carl Grassetti from Grassetti Bros . , PURPOSE: Observe earthwork construction EQUIPMENT: Cat 325B excavator, Bomag Supra DPU 6055 heavy plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Backfilling of installed precast structures continued using a Cat 325B excavator to place and bucket compact 12"-18" lifts of granular fill (onsite natural sand deposits) consisting of F-M sand, little F gravel, trace silt, which was previously excavated and stockpiled from structure excavations. Compaction was performed by the Bomag Supra DPU 6055 heavy plate compactor making 6-8 overlapping coverages to densify each lift placement. Backfill operations are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham and Mr. Grassetti prior to departure. Inspector Premium Travel .�- 3 Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard qp�o� 5 1 000 TANK N !n l t� Z�'TANK 4S5�cr r ``vtiNT RISE (11'-4'x22'-2"x9'=1 i4'DEEP) t - PLC CdJD. ` S.. (SUCROSE t 15,000 CALLON .� AERATION TA �� ' '~ �~ `►. VI�NT Rt (( NK -4-4W-K ia'-3 }ADEEP) 3 - r PVC CONDUITS FOR a SUCROSE TUDW0 A' / �i" •. 861 ~�� '` VENT AND sv4sm WRING 5 RISER VENT TO ROOF ".� OF gKYOC 1 2'S 1 6� G7.5 .r'•'`v,;,• 85. '"Y .`\x �� g WOOD FENCE"*- 66 slnctcnnF PAO•�` 4et'SIr IT ry CN; o E� ARIA OF SLTG C DROP FOOTING PAVEMENT TUN TANK 1 �,��q 1 Z (11•-4'x22'-2'x2'-0 WOW CHAMBER f 1! 1 (RECIRC.) t( N , --VGET At,VE QIAMSW c - , ; STATION l 19 Qu—!nwxw—o ackfillingof .■. ....�■..:.�`.�....■r..�.'d...r.�a-p structures continues UTsso'eham,MA0280PRO EC'T NO.top & Shop Building '�G�� DATE: 0-09 02hn Kielty FIELD SKETCH BLDG "G" � bf Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/08/2002 Report No. 41 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction 4 1 WEATHER: Clear/windy, 60 degrees _TIME: 7 : 00 AM CONTACT: Bob"-Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10 and 18 wheel dumps, Cat 330L excavator TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Removal of existing roadway bituminous concrete pavement and gravel base course continued along center island of Rte 28 (at eastern limits) and along southbound side of Rte 28 (southwest of building "F") using a Cat 330L excavator to subgrade elevation, exposing natural sand deposits consisting of F-M-C sand, little gravel, trace silt and existing roadway gravel base. Bituminous concrete and excess soils were loaded on 10-wheel dumps to be transported off site. Removal procedures are ongoing. These observations were related to Mr. Cunningham prior to departure. Inspector " Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry.Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard J REHovE EDIVINGw-Pu1c AND lr Wxe'x,2- TEE m CONNECT COSTING 10' wATER 2- 12- Gv YAW TO NEW 1Y WATER MAIN ILL �o�r. —+4.—�t�!'-�;r:>-Esc-•";y;c.F..:.P.. 12-XIO'INCREASER Q �l-•� I — 12-GV ON CEWTERVI LE—OSTERv1LL£DOE .. R060W COSTING W PLUG AM COW&Cr COSTING W WATER _ (Removal Of subsoils MAN m WW IY WATER MAIN and bituminous t !concrete structure to '.-- '° ubgrade elevation eriz n 1 H . 12 ontinues. Cm STAR NE-178 :� MH 6591070 -w -- — — — — —�_ - - - _. - - - � - - - - - - - - - - - = - - - - - 0.l Q iC I APPROXIMATE LIMIT OF WORK TO BE PERFORATED LINEG A SEPARATE OFF—SITtr IMPROVEMENTS CONTR{CT to IIA I TFE-67.7. 24 nr, � =' AT&T MH -- AETAIL C GAS J s -« APPROXIMATE LIMIT OF _ TO BE PERFORMED LIN A SEPARATE OFF—SI ( IMPROVEMENTS CON ACT i ° _ 9h / a.� Q N 0 40 e0 SCALE IN FEET S5 Richardson Lane SIonehann,MA02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 2 PROJECT NO: DATE: 05-08-2002 WONTING AERIAL LR1L8TfE8 �{r�` VTfl tTDUAnlf PLAN (Removal of bituminous concrete � structure from center N . VEPAM 1 M lisland location '• STA. 18+l8 continues. sTOM ... .s.. ... .... .... .r _.. �.. ..,. ,.�. I�Lo0AM (6) 4' PVC VER1ZOi*' ... y- ............ ....yf,. ......._ :.. _. :/.�.:!a•^=�:. '~!` •S..:.;i•,•,�•.i'+•.'Lr.u,• +wit.•-....... • .. ..........._ .,... .:,�^,J,:: .. ..i... �.�y...! �' �;. '`'!i.},l-. ilA�>C+.�L 7%.tC'4t �Q i .t1.F•h•.�' .J �. •r-... .....•. .._. .... ..........«................,.:.%• -.�....•.._. .11'r f:l'/t�Mn•'�y^i�:_.::".;: J;v`� '� 71 ��++.7•j _••�i.'...«I....�.. •... •.... I�� /..�:.�� x':Id�..Ot i; S •r ,�vif �'•C 1, .... .. •�• ...�..~•�}.J>I,cWt �..: ,I/1�•tJl t',,. , AT POLSOUNM 1rxV MH ' Ti 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 05-08-02 UTS Stoneham,MA021t30 PROJECT NO. FIELD SKETCH tof t Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) 0 Compressive Strength Report - Concrete Report Date 05/07/2002 Report No. 3 Barnstable Building Department Job Number 7462 Attn: Michael Trott Project Stop & Shop Landing Retail D - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 .,.ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-3 9 -CLASS CONCRETE: 3000# T/4" • No.'Of Sets: 1 CUBIC YARDS: 12 SET 1 LOCATION: Column Lines Retail D North walls Total Unit Slump(in.) 5 Lab Size Area Date ' Date Age Load Load Fracture Air Temp. (F.) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 70 C505 6 x 12 28.27 Good 05/07/2002 05/14/2002 7 73,000 2,580 2 Truck No. 66 C506 6 x 12 1 28.27 1 Good 1 05/07/2002 1 06/04/2002 1 28 1 125,000 1 4,420 1 2 Ticket No. 20285 C507 6 x 12 28.27 Good 05/07/2002 06/04/2002 28 1 130,000 4,600 2 Time 4:40 C508 6 x 12 28.27 Good 05/07/2002 06/04/2002 28 128,000 4,530 9 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector " Premium Travel Name Time 'Hours Time ' C. Wheatley No Min Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva 0Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/07/2002 Report No. 40 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy, 70 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10 & 18 wheel dumps, Cat M318 excavator, Cat 950G loader, Cat 330L excavator, Cat 140G grader, Cat D4C dozer, Gradall XL5100 excavator, Hypac C850B single drum vibratory roller TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: 0 Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Removal of subsoils and existing bituminous concrete structure along north shoulder of existing Rte 28 continued using a Gradall XL5100 excavator and Cat 330L excavator to cut and remove subsoil to roadway subgrade elevation exposing natural sand deposits consisting of F-M-C sand, little gravel, trace silt, which received a smooth bucket finish to densify any disturbed soils. Excavated materials were loaded on 10-wheel dumps and transported off site. Subgrade was proofrolled and densified by a Hypac C850B single drum vibratory roller making 4-6 overlapping coverages. Excavation, removal and densification efforts are ongoing. Placement and grading of 1211-18" lift of dense graded crushed stone from Lynch pit in Falmouth continued at roadway excavations along north side of Rte 28 using a Cat 140G grader, Cat 950G loader and Cat D4C dozer to evenly distribute and backdrag offsite subbase material to depress placement to resistance. Compaction was performed using a Hypac C850B single drum vibratory roller making 6-8 overlapping coverages to densify placement. Placement and densification efforts are ongoing. A portion of gas main was exposed during excavation. No further action taken at location of gas line pending further evaluation by gas company concerning depth of coverage. Removal of existing roadway bituminous concrete pavement and gravel base course was performed along center island of Rte 28 using a Cat 330L excavator to subgrade elevation, exposing natural sand deposits consisting of F-M-C sand, little gravel, trace silt. Bituminous concrete was loaded on 10 & 18 wheel dumps to be transported off Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) 0 Soil Inspection Report Report Date 05/07/2002 Report No. 40 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction site. i t z These observations were related to Mr. Cunningham prior to departure. • 1 Inspector Premium Travel Name Time .Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell • Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard • i ' 4 . J CONNECT EE)QSTtNG 10 REMOVE EXISTING 10* wATTER IrX8'x12- 1EE W 2- 12' GV MA TER NEW 1Y WATER uaN �• -moo=.. — .__ _ - ON Q (DIVILLE-OSTERVILLF WE pproximate location REMOVE E705NdG Cr PLUG AND f exposed gas line. (Removal of subsoils S;iG TIER gyms UAAIN 1 and bituminous -- -- concrete structure to 'subgrade elevation. Placement of dense Tt� ertz n rdH u rade continues. " • ELECT`C 1 .- -...-a.-..._..._..._... -..._. 4-.- — — wRemoval of m — - - - — - - - - -- - - - — - -- - - ituminous concrete _ tructure from center , ' A U Island location. � I i APPROXIMATE uMn'OF To BE PERFORMED UNDER A SEPARATE OFF-S! IMPROVEMENTS CONTRRICT w 1 _. -- �. a _ _. ` A x AT&T MH _ — - t `� � .. 4'All;,Y•!e`,—•=4'^0-,�.R.—,-y.. � i' — —.. — S -« . l i APPROXIMATE LIMIT OF TO BE PERFORMED LINOR A SEPARATE OFF-SITE r $ IMPROVEMENTS CON ACT I Q N S 0 40 80 SCALE IN FEET I , 5 Richardson Lane LJ TS Stoneham,MA 02180 JOB NAME: Stop & Shop Rte 281m Improvements p BRAWN BY: John Kielty FIELD SKETCH 1 of 2 PROJECT NO: DATE: 05-07-2002 atom armftIft 1 'i• 4=t' i5 N. �. isftloft ftftw all 4) .. ~ t�1:. � .. ..Q�rara�y'�.'��y.,.+�-+rrr_� ,�J'!.�:•�hl... .�j ,'��,1 PVO � 'I J ,�JAo., •. ..�.... 1. - `Rrv..__ YY � tir)�.�,•+:Y r' �� '\r.. ..j.'•••,.. `V•�r� 1 '�rl f ••+'i'" � !�"' r`�•r'r';;! .l $:,r'C fc ft. �Y /y "r" (k.• J r}r :9:..1. LLj,y � �. �: 'sue ��•-..n. •'r�r;r �' '�• � '"'..7• ... p.Y...... .. :fir• -.v. 1jil I'li � % ..Y {'•'` 5.! r'i .. ;tip..%mot �� / •�. r Removal of subsoils and :'• ;�� •. A� bituminous concrete structure o .. �•s, subgrade elevation. Placement of dense grade 4w UT�+ 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 05-07-02 fir, �7 Stoneham,MA 02180 PROJECT N0. FIELD SKETCH 2 of 2 � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05/10/2002 Report No. 2 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 4000# 3/4" No. Of Sets: 1 CUBIC YARDS: 9 SET 1 LOCATION: Entrance Way Sidewalk Total Unit Slump(in.) 5 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 68 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 70 D490 6 x 12 28.27 Good 05/10/2002 05/17/2002 7 66,000 2,330 2 Truck No. 272 D491 6 x 12 28.27 1 Good 05/10/2002 06/07/2002 28 115,000 4,070 3 1 Ticket No. 106126 D492 6 x 12 28.27 Good 05/10/2002 06/07/2002 28 1 118,000 4,170 2 Time 4:15 ' D493 6 x 12 28.27 Good 05/10/2002 06/07/2002 28 1 116,000 4,100 3 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel' Name Time Hours Time C. Wheatley No . REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1) Cone (2) Cone and Split (3) Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05/10/2002 Report No. 3 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix f ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 .ALL'COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4,, No. Of Sets: 1 CUBIC YARDS: 6 SET 1 LOCATION: Footing: Cooling Storage Total Unit Slump(in.) 5 Lab Size Area Date Date Age Load Load' Fracture Air Temp. (F.) 70 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 68 D486 6 x 12 28.27 Good 05/10/2002 05/17/2002 7 73,000 2,580 2 Truck No. 61 D487 6 x 12 28.27 Good 05/10/2002 06/07/2002 28 90,000 3,180 2 Ticket NO. 20366 D488 6 x 12 28.27 Good 05/10/2002 06/07/2002 28 95,000 3,360 3 Time 4:35 D489 6 x 12 28.27 Good 05/10/2002 06/07/2002 28 93,000 3,290 2 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time C. Wheatley No Min Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES i (1)Cone (2) Cone and Split (3)Cone and Shear (4)Shear (5) Columnar cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 05/10/2002 Report No. 7 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 WEATHER: .TIME: , SUMMARY: Transported 3 sets of 2 Blocks cast on 05/03/02 to the lab for testing. GENERAL REMARKS: Inspector - Premium Travel Name Time Hours Time J. Harr No REVIEWED BY: William P. Crabtree cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva s ^ � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA.02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05/09/2002 Report No. 2 Barnstable Building Department Job Number 7462 Attn: Michael Trott Project Stop & Shop Landing Retail D - Cotuit M 200 Main Street Contractor Kay Construction Hyannis; MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL.COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 7 J Na Of Sets: 1 CUBIC YARDS: 12 SET 1 LOCATION: Retail D East-Wall Total Unit Slump(in.) 5 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 53 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 70 C505 6 x 12 28.27 Good 05/09/2002 05/16/2002 7 73,000 2,580 2 Truck No. 63 C506 6 x 12 28.27 Good 05/09/2002 06/06/2002 28 113,000 4,000 3 Ticket No. 20336 C507 6 x 12 28.27 Good 05/09/2002 06/06/2002 28 112,000 3,960 3 Time 4:18 C508 6 x 12 1, 28.2.7 1 Good 05/09/2002 .06/06/2002 28, 114,000 4,030 4 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time C. Wheatley No Min Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree ` FRACTURE TYPES �N I i (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop..& Shop Supermarket' Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen.Brustlin, Inc. Attn: Steve Chouinard ,Cape Cod Ready Mix Attn: Jay Pleva i Of Massachusetts. I 'The, Construction Testing People' Page 1 ' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 05/09/2002 Report No. 8 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 WEATHER: :TIME: CONTACT: SUMMARY: Transported 3 sets of block prisms cast on 05/03/02 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name . Time Hours Time J. Harr No REVIEWED BY: William P. Crabtree 4�v cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05/09/2002 Report No. 2 Barnstable Building Department Job Number 7462 Attn: Michael Trott Project Stop & Shop Landing Retail D - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH .TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: 12 SET 1 LOCATION: Retail D East wall Total Unit Slump(in.) 5 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 53 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 70 C505 6 x 12 28.27 Good 05/09/2002 05/16/2002 7 73,000 2,580 2 Truck No. 63 C506 6 x 12 28.27 Good 05/09/2002 06/06/2002 28 Ticket No. 20336 C507 6 x 12 28.27 Good 05/09/2002 06/06/2002 28 Time 4:18 C508 6 x 12 28.27 Good 05/09/2002 06/06/2002 28 ` Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time C. Wheatley No Min Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES r (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar Cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert` Kay Construction Corporation Attn: Michael Collentro - Landry Architects Attn: Dave Campbell _ Vanasse Hangen-Brustlin, Inc_ . _ _ Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva� ' Of Massachusetts. 'The. Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 0 5/0 9/2 0 0 2 Report No. 2 Barnstable Building Department Job Number 7462 Attn: Michael Trott Project Stop & Shop Landing Retail D - Cotuit M 200 Main Street Contractor Kay Construction Hyannis MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Rehab. Building D South & East Walls Method of Placement: ❑Pump ❑X Chute:Discharge. ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: []Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ❑X None ❑ Other Slump Specification (in.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: i Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 05/09/2002 Report No. 3 Barnstable Building Department Job Number 7462 Attn: Michael Trott Project Stop & Shop Landing Retail D - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 CONTACT: Bob Cunningham _TIME OF INSPECTION: 8 : 00 AM TIME OF CONCRETE PLACEMENT: N/A - Immediately prior to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints; some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: Building IUD" south and east walls VERIFY: REVIEWED ATTRIBUTES �- Yes No Coverage x Clearance x Cleanliness (heavy rust,scale, mud,dirt,oil,etc. not permitted) x Bar Supports x Tying x GENERAL REMARKS: Inspector Premium Travel . Name Time Hours Time J. Kielty No REVIEWED BY: William P. Crabtree cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/08/2002 Report No. 19 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction i WEATHER: Clear/windy, 60 degrees _TIME: .7 : 00 AM 'CONTACT: Bob Cunningham from Kay Construction & Carl Grassetti from Grassetti Bros . PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, Bomag Supra DPU 6055 heavy plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Backfilling of concrete encased utility duct banks was performed using a Cat 436C backhoe to place and bucket compact two 12"-18" lifts of granular fill (onsite natural sand deposits) consisting of F-M sand, little F gravel, trace silt, which was previously excavated and stockpiled from trench locations. Compaction was performed using a Bomag heavy plate compactor making 6 to 8 overlapping coverages to densify each lift placement. Backfill operations are ongoing. A field sketch is enclosed for review. These observations were related to Messrs Cunningham and Grassetti prior to departure. ,Inspector, Premium Travel. .Name + Time. Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard AA�c RCS! CpR�P 4 �4Y 11.000 GALLON A R��FCn DlS l TANK � 2ATIoN'TANK 4C'cZ9x8-3 '{DEEP) C QLWED `VENT RI („-+iQ2-2"x9'=3 WOEEP) 1 -s' PVC COW. ♦ (SUCROSE .� ;. 15,000 CA11ON AERATION TANK VENT RISER TWO R.02'0 D (11'-4'tQ9'+10'xp'-3 WpFEp) r PYC CONDUITS FOR NaoH a szrCROSE 7uewo VENT AND 6Fr190R WIRING RISER VENT TO ROOF 2'S � !a 7 � ` /•�AWT OF krlR)( ' i ' `� +C`TYPICAL 5 0 + 67.7 x +Sly :{A ♦ 4, ♦ ♦6�_0 1 6a STOCKADE DIP �q '�_ x CONC. PAQ ` GEN ERATOR) - BaCKTIlling of concrete encased utility duct _ •` bank. o Pam ,' 64 1-02-2 ' 11 �y� • AREA OF STANDARD l 1' Cb 000 11A 1 , ?� DROP FOOTING (,IITY SETTLING PAVEMENT t r (II-4'x22'-2•r9-}T �l:y.DEEP µ;a ACNE ' ` . I z,y f CLAMBER (RECIRC.) N a 4.4 • f� i .01 ,,,'. I �•G' � �' 'l�'�1`.z 5 l `� • b18 es Ir UOE T c 1 • • YALVE piAMM ' -► r 1 �' r , PUI STATION • �. �y '8•J• r/r W �. r i r. '� O "awew � wwow■ ■�I�www�ww�w�w��wrtww��rr��wrww�w `% UTS so leh m MA02180 FROJECM Np top & Shop Building "G" DRAWN BY: John KieltyFIELD SKETCH BLDG "Go' DATE: 05-08-02 Of Massachusetts. -The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/08/2002 Report No. 45 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear/windy, 60 degrees _TIME: 7 : 00 AM CONTACT:Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Two Cat 436C backhoes, 2 small plate compactors TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: Q Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation to bottom of cooler footings began at rear of retail building "H" using a Cat 326C backhoe to the proposed elevations exposing natural sand deposits, which received a smooth bucket finish to depress disturbed soils to resistance followed by 4-6 overlapping coverages with the small plate compactor to densify soils. Unsuitable fill consisting of wood, steel, tires, steel rims, wire and debris was discovered during the excavation of footings below previously paved surface in a layer approximately 3' below finish grade, extending to a depth of approximately 12' below grade along east end of north wall. This area was over- -excavated to an exterior perimeter of approximately 3' north of proposed wall to gas and sewer line limits. Material was removed to its full depth within footing boundaries and within proposed slab area, exposing natural sand deposits which recieved a smooth bucket finish to densify any disturbed virgin soils. Excavated debris and unsuitable material was removed to be transported off site for disposal. Five 10-wheel dumps full of debris were removed from the site. Thirty-three yards of flowable fill from Lawrence Redi-Mix was placed in excavation to bottom of footing elevation. It is suspected that debris and unsuitable materials remain under 3+ feet of cover under paved area north of foundation excavation. No evidence of settling and/or instability was noted in pre-existing paved area prior to excavation. Area appears stable. South of foundation wall excavation (under proposed slab towards existing building) appears to be clean natural sand deposits. Extent of northern limits of unsuitable fill is unknown. Excavation to bottom of proposed propane tank relocation began west of retail building "H" using a Cat Of Massachusetts. 'The Construction Testing People!' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/08/2002 Report No. 4 5 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction i 36C backhoe to the proposed elevations .exposing natural sand deposits, which received a smooth bucket finish to depress disturbed soils to resistance, followed by 4-6 overlapping coverages with the small plate compactor to densify soils. Excavation and compaction efforts are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hburs Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard L WAINTAPH -34 EXSTING =T.PR07ECT STATOR WM PLUPS M AND PROTE - IT A - PROF3.6 I CT -, = CT 7/ 04!T!!"AMR UNE R 'A -ws— EVS EL OCATE RELOCATE LVL)fHDprl 4. HYDRANT scage'RN km --tr r JEC t V 7 RECO#VCT PPOTICT EGSTI J 0 fro CENT SEVEN Stin 3 22is r P tOf SEIPER oximate exten 35 F. debris removal to 12'. Excavation to bottom o Placement of flowable 'Excavation for footings. ill to bottom of footing COMPE ROW DRAM 24-0 TMO VIT4 opane ■ elevation. I R0(LOOER-A4 NECESSARY -2 relocation of pr LAC V---8 TO Paomrwl�CO�w). tank pad. 3 �)AD, U71 2 11rD 2 IN ALL 17 tu -14 1�073 1 I:HE" t2 PROTECT AND bj, A. vr. CA I (TYP. -f-6190 ! Z, AREA SUN 7tm AU I--- - ------- BE RE)MOVEO(TTP) -j!LM I AA V AND S'D -—-—- -—-—-- mam VA4-10 FE WiD TAL B ii WTAL T FrE a. J1uTV 13 mom um" J, 5 Richardson Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John Kielty FIELD MA 02180 PROJECT NO: DATE: 05-08-2002 FIELD SKETCH EAST t Of Massachusetts. The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05/07/2002 Report No. 3 Barnstable Building Department Job Number 7462 Attn: Michael Trott Project Stop & Shop Landing Retail D - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: 12 SET 1 LOCATION: Column Lines Retail D North Walls Total Unit Slump(in.) 5 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 70 C505 6 x 12 28.27 Good 05/07/2002 5/14/02 7 73,000 2,580 2 Truck No. 66 C506 6 x 12 28.27 Good 05/07/2002. 6/4/02 28 Ticket No. 20285 C507 6 x 12 1 28.27 Good 05/07/2002 6/4/02 28 Time 4:40 C508 6 x 12 1 28.27 Good , 05/07/2002 6/4/02 28 - Unit Wt Ibs/cu ft - - Air Content(% GENERAL REMARKS: Inspector Premium Travel - Name Time Hours Time C. Wheatley No Min Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2) Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop ,& Shop Supermarket i Attn: Dan Donahue Stop & Shop: permarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro' _ Landry Architects Attn: Dave Campbell a Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: -Jay-Pleva _ - *S65MOf Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 0 5/0 7/2 0 0 2 Report No. 3 Barnstable Building Department Job Number 7462 Attn: Michael Trott Project Stop & Shop Landing Retail D - Cotuit M 200 Main Street Contractor Kay Construction Hyannis'; MA 02601 � Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: Column Lines Retail D Northwest Walls Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ❑X None ❑ Other Slump Specification (in.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: Of Massachusetts: 'The Construction Testing Peopl;e'` Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 0 5/0 7/2 0 02 Report No. 2 Barnstable Building Department Job Number 7462 Attn: Michael Trott Project Stop & Shop Landing Retail D - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 4 CONTACT: Bob Cunningham of Kay Construction .TIME OF INSPECTION: 11 : 00 AM -TIME OF CONCRETE PLACEMENT: N/A'- - - immediately prior to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints, some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: Building "D" north and west walls VERIFY: REVIEWED ATTRIBUTES —� Yes No Coverage x Clearance x Cleanliness (heavy rust,scale, mud,dirt,oil,etc. not permitted) x Bar Supports x Tying x GENERAL REMARKS: Inspector Premium Travel Name Time Hours. Time J. Kielty No REVIEWED BY: William P. Crabtree cc: Stop & Shop Supermarket Attn: Dan Donahue �/■ Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Of Massachusetts. 'The Construction Testing Peo'plle' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/06/2002 Report No. 18 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear 65 degrees .TIME: 7 00 AM CONTACT: Bob Cunningham from Kay Construction& Carl Grassetti from Grassetti Bros . PURPOSE: Observe earthwork construction EQUIPMENT: Cat 325B excavator, Krupp 10-wheel crane, Bomag heavy plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: 0 Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation to bottom of valve chamber was performed using the Cat 320B excavator to the proposed elevations exposing natural sand deposits, which received a smooth bucket finish to densify disturbed soils. A 12 inch bed of 3/4" stone was placed and evenly distributed at bottom of excavation using a Cat 320B excavator to the proposed elevation at bottom of chamber. Stone originated from P. A. Landers pit in Sandwich. Installation of valve chamber was performed using a Krupp 10-wheel crane to place and assemble precast sections in prepared excavation. Sections were placed upon a bed of 12 inches of 3/4" stone. Excavation and installation of utility duct bank and structures was performed using .the Cat 320B excavator to the proposed elevations exposing natural sand deposits. Upon installation of duct bank i and structures, plastic ductwork was encased in concrete. Backfilling of utility duct trenches not performed this date. A field sketch is enclosed for review. These observations were related to Mr. Cunningham and Mr. Grassetti prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day 1 Hr(s) REVIEWED BY: Chuck Fraser Of Uassachus,etts. 'Th Constru e. ction Testing F0, 11ei- Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/06/2002 Report No. 18 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail c - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction CC: Stop & Shop-Supermarket Attn: Dan Donahue Stop: & Shop Supermarket Attn:-' Arthur Joubert -' Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard i _ i i y I 1 . i i i i s } t/ RAp C j v 11,000 G,W cN ANOXIC GALLON AN070C TANK �C S / EQUALZATION'TANK (1 t'-4'xZ4'-IO'x8'-3 SIt1�DEEP) nvry�� 4r�r Two W4C WN7 (11'-4'IQ$'-1"x4'=3 a4'OEEP) I ..Z" PVC COND. � (SUCf70SO .i' 15.000 CALLON All ��' -�• ! , AERATION TANK . � 7W0 REQWRr9 j % �` .`_VENT RIS (11-4'tC29'»10"z9'-3 W[DrEY) ~�� • 3 - 2' PVC CONDUITS FOR �# NOON a SUCROSE 7UBW0 °n� i Mix VENT AND SENSM WIRING I RISER AND To ROOF 6. 0 6f1 hh I-. _ �-�A,e'F 6' 1 2's 'fo 7 �•C 11PiC�l 1HNxac L b 07-5 8' WOOD AM Excavation,installation �� 1 ��68 $TDq` nd concrete GEI.E>A°7 .`` ncasement of utility '`•.. ,� .. duct bank and '�1 A3.9O `� �• .. jstructures I ff1 0 i `�Ir• q E Rq / ?�� PR4�3. per ' -��. "•�r'-�;.r"r`�^�gg '�",E3 ♦ I,.822 vi� ��. � D GAZC ' E / AREA rt. STANDARD Qo I 11.000 SEI7UNG NK DROP FOOTNYG AVLJIQIT VE j TA I;' (11-4'x22'-2'x9-?T � GeE7P rr CHAMBER63.7 ' , 46 oil UGE T ,�, ' 3v CIiAI�bER , 5 , ; -sa►ic 1 Excavation and '8-s ...�.... O } PU�1P STAnOH-J. �• installation of valve �- , ` w w.:ww�wwr■ ■� w�w�w�w�.urw�arrir�r�wrw■chamber .� {�: c ` UTSso'eham,MA0280PR0 PROB OJECT & Shop Building "G" DRAWN B0 John Kiel tyFIELD SKETCH BLDG "G" DATE: 05-06-02 e Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/06/2002 Report No. 44 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 65 degrees , .TIME: 7 : 00 AM- CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: John Deere backhoe, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of precast concrete curbing continued at retail parking area using a John Deere backhoe to the proposed elevation at the bottom of curb exposing previously compacted granular fill/gravel base which received a smooth bucket finish to densify disturbed soils prior to several overlapping coverages with a small plate compactor to densify base. Upon installation and placement of precast curb sections, backfilling was performed using a John Deere backhoe to place and bucket compact excavated gravel base materials, followed by 4-6 overlapping coverages with small plate compactor. Concrete was poured in place along outside face of curb sections to the top of binder course elevation. Excavation and curb placement is ongoing. A field sketch is enclosed for reivew. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser e4� cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard r a""WWII 1`4AMML-- IL na J 'S'S N Ce-20 -K 1 UAINTa 5rn PNCQOIER �. i10 � .rs ` I t STAY NTH►WPS -AL I _ '--.---..-.. ,ter.. '•/" . pJ 6 6*� �� -mm YAtNTAI11 AND PIMRR DOSTMCf+EAse TRAP mYAs,A�ctt 701C e�% p(AU/S CR " -6.. � is %r '�• is ne *STALL tr-u•eero ' �M y'�' T _�- --- ,; 1 e To ec wAwTAwev�y '; i:• - AND CONNECT TO YTYte 6�aT-TC -Ir5—-_ EMT" __ ._.Ela sn"+,Dmo o rA.Tt'7R Ll-E ....;.!_ ;i1..-_-•.'. -��_.--- .\7•'_ _�--s'-sf�r ? fl _J_ y_ti r',.�i��!y.� ,� i � )E L.. / - _r'T, -�"�6:u•: e.izc"r�� - .;G=.-■ 'T�- � / ".L RELOCATE 0' t K "•- .:=:�__-�-=-___`- J .:t!C HYDRANT I -+- - - -�: 1.`s•I'i r6---?�-�- '_- �,-,�e's---�' :i::�� .;.� N� r.. ,i.s:,- .�, Q` '�� I sru�mA.t ..a - ....t.. I (,4Fj'�t.-Ji--:: - -�-._�.� .-N•-_,a�'�r rrr'V M1n /. '.%//•'//' �-�_ <'.- 1 i'Y t RI 'AFT _ 1S0'� � r, t tl 1 r I .�,�'1111 i//.%i/ / �qn:N 'f+9 'lil• 1 e YD I � 61 1 ■ I I I � r l l �--'\\\ 'i. i�._ i N t-f7.70 t e t} }reta�atarl>' III I •1 9M�7 wArrt rwD 1 .wo ,w AND RECONNECT ' PaorEcr Epsnrio-...; :aeo PaoTrcT E>esTwo _��, / /• r� I•� rl1' '�'I'I'r 1 W �rt,RC� / -w SEVER CONNECTION I YTRA COM�CDDM'' -We V %� 9 i 't5 'III" y 1 I Cfi�l"'•, I. I / / ,/ /.!' _Ian :�-, �• �I�I . ire III - •1 / /l/1'//// _ J y .i �I - `� R� 1 I I I I -SRo� t'�' , i 1//.:'/U•'.:'!/ __ ..- � � r I -A,N• I1�I .!' l 1 I _ 17r-"r--' C •eiN .fin -•::fit s ,.w � / ,� e ■ I ;�'i 6 I'PI 1 ' '3 ! %i/�/ t / r- --II.- �.1 -'-- '� .T°eo ;ear Y _ a c7 e�mbi o % ii 'I'✓4 1■ II -, / //,./:.,i' O t i. \_ _ 1 , 1 t SEI"TO RETAIL A I .� t r111 'n• (I'I'I 1 '/. i/% i_--(=-"�I+ - - �Y A/1 ANo I I I I I I� 1FJR 6AS AIO ,i;I C 1 •_ /•. 30 1 , �2� ' , _ r ' 1 Commc>~ Raw DRAIN AlitIm TN 2 cA 4 TOv 1 cbAR)- / V �NR �2'r \ rj ,� ■ �., -0 .. r -gym W -1e a 1. « nr ' -wo .f" •S1V •�e'S -. lbtfv' i I m ` srnior'. U I 1 D .!! �� •1 t 10 r/:.Oty: ■ .A.n J�?Mti ■ I:19bN -��N I,\ JyJ ■ j I( I i.■w I g0'IrY TTT � w. .wu _�. a�. YCllliy� rCT VE i t de■AREAI t Z'i I T yl� (T .) et f' �•t AREA a _u 1-6190 1----• ■ • or-- . K RDX MTV • �. �e�ECTId r I • ■ AT 6'D 6'� •.a r7 i ;.�4, a' .�.N, _ _-N -—-—- -.-6---—-—- •-- - SLTOI ghm-10 �'®• ,`J.�i •p wDTANK IrD -eLn Mn ■ n w' ■ e Y ffOVV••. RETAJL 8 { E- ✓ M e �� t:eaw / �1. 4T T 4 /YANTAM !i ] Excavation and ;_ CT AND p ItA 1 rvE-ei.1. ■ installation of precast c 24 Jar C�DRfs 9s } o i ae R+ curbing continues. s tz •. Q METAL �'c 4 0 _ l - R 7i YMfl IDAM A pe7e -- - _ •_....... - •, ..... �.?. ..{- tn... W •.•ww .`.... � I _ ollerY --4F-- 5 Richardson Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John Kielty FIELD SKETCH EAST UT S Stoneham,MA 02180 PROJECT NO: DATE: 05-06-2002 ° Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/06/2002 Report No. 39 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 65 degrees .TIME: 7 : 00 AM ; 11 CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10 & 18 wheel dumps, Cat 950g loader, Cat 330L excavator, Cat 140G grader, Tampo RS166A twin drum vibratory roller, Cat D4C dozer, Gradall XL5100 excavator, Hypac C766B twin drum roller TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Removal of subsoils along north shoulder of existing RTE 28 (southwest of building "F") continued using a Gradall XL5100 excavator to cut and remove subsoil to roadway subgrade elevation exposing natural sand depsoits consisting of F-M-C sand, little gravel, trace silt and areas of dense F-M sand and silt, little gravel, which received a smooth bucket finish to densify any disturbed natural parent soils. Excavated materials were loaded on 10-wheel dumps and transported off site. Subgrade was proofrolled and densified using a Hypac C766B twin drum roller making 4-6 overlapping coverages. Excavation, removal and densification efforts are ongoing. Removal of existing roadway bituminous concrete pavement and gravel base course was performed along center island of Rte 28 using a Cat 330L excavator to subgrade elevation, exposing natural sand deposits consisting of F-M-C sand, little gravel, trace silt, which was loaded on 10-wheel dumps to be transported off site. Placement and grading of 12"-18" lift of dense graded crushed stone from Lynch pit in Falmouth continued at roadway excavations along north side of Rte 28 using a Cat 140G grader, Cat 950G loader and Cat D4C dozer to evenly distribute and backdrag offsite subbase material to depress placement to resistance. Compaction was performed by the Tampo RS166A twin drum vibratory roller making 6-8 overlapping coverages to densify placement. Placement and densification efforts are ongoing. These observations were related to Mr. Cunningham prior to departure. ° Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/06/2002 Report No. 39 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Inspector. ." Premium Travel Name ' Time Hours Time'- J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard t f 1 I I O J REHOvE ExISTWG 10' PLuC AND 1Yxe'x1Y W . CONNECT DISTW.10- WATER m MAIN TLI NEW IY WATER.MAIN ' U. 3y"C'•+' -xi -ASER- -- - — Removal of subsoils to subgrade -- elevation. AND } Placement of dense WAIN - _ rade continues. _ c�� i�r ___ s�+or2:rw eriz n 61H NSTAR NE-17B ♦a MH 659/070 .� LLJ ELECT C t .�^-'= —...�-...— .._. .—... ..._... � I f APPROXIMATE LIMIT OF WORK TO BE PERFORMED UNCIER A SEPARATE OFF-SITt IMPROVEMENTS CONTR�CT f0 nA ! FFE-67.). iL'w�. - c-e��L ,I A 24 w • ili 2.3 o --1 ATBTMH �.� - ---- AEr, - Jill APPROXIMATE LIMIT OF TO BE PERFORMED UN A _ — SEPARATE OFF-SI ' NSTAR NE-17B IMPROVEMENTS CONTRACT su3 MH 659/010 S � N �� I 0 40 80 SCALE IN FEET U TS 5 Richardson Lane Stoneham,MAo21ao JOB NAME: Stop &Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 4 PROJECT NO: DATE: 05-06-2002 4QROUND •ER2W M I AR Nw unu 1 pow DOMPLETELY UNDERGROUND -VER¢QN TO 60 UNDERGROUND 8 CONDUIT(47 1�8't'AR TO 60 UNDERGROUND 8 OONDUrr(on) .. . ... Removal of bituminous concrete ` structure from center ► island location. c, :.- f:� �� .� .�.. ...� �r r■ W~ .w. MAIM MMM ="'-S71NO :R�r URN �:(M ::6i t':CIrD IN TRENCH grin I.C:1. i• :.,i /:, t `' 4. ^ _ mot•!• �� --- ;,r•' RtloGitlq (8) 4 PVC VERIZON -r I.. ... .. ... .... .. PT . .. •. .. 17400 r �<c1 �7 u^ T�wE�tc: N :.:,..ems':.:?..✓�.Jrv°Iil' Y Y" _ 77 fIMONTAR NEr178 's 1 10 811. 18 p�pP09Eb OONDUI SE!DETAILS A&8 V TS 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: '05-06-02 Stoneham,.MA 02180.`` :. :'.PROJECT NO. FIELD SKETCH 2 of 4 VEROROUND 6 CONDUIT(41 MOROUND 6 OONDUIT(W) EXUFnNG AERIAL UTILME8 TO REMAIN AERIAL Removal of :� .._ ...... . �' ��•- -• bituminous concrete 1 structure from center VERIMN ., island location. 8TA. 186 Enna1��"p�.- ' cT g� �ZON`�NE INiREHCN �d) �' PVC V[AIZON ..�!�. rMONK �r .... .... .... .... (8)•4' PVC VER1Za' i (d) 4' PVC VMZON 7 � v v •. � F � ! f,�.h/,'. ....pry �•`!/,iFi.•'�' '.�. ... .Z. .»..�K �", _n. .. .y/X'.«. j•' +� ' ...;x;(` 'Y� .��;'..... !i •�.' ' '';Q1„/ . „fix ,F"E•__•:14, :...,,. . d" �,..M:\. �.r� ,^'"�"�".`.s%'-"3'"` .Lc�.^�.' _•gz.•:.'•�1,,,Ars��w ;:� •,-a� �s� �5. .PT ,. 'ri.: y'% � ":�4 1!� ..`.�� ti♦ �� t�,,}' Etr '��`•"•�•'-�.. ...,``�4,rf:""t`��`�'��;�!f:. ��....VSWi �Af1�QK��"�h�... �":';Y"A."l��(S� .. �^¢:�k:.r_Y'_.'"w�^ ,n.yp �. f� " ,.r•f*"�.,i•„ �1�a�..k�+•r�„v�9`7�. ,.. A�Oq'��`�{7'�� a f ;,. .. . �.....,,ti;•..:;.,`, f ;..rv,-.,..� FROR0M OpNDUI'T T'R� f ( 8EE DE ARB A -- ;;,r/. /:;•: ,;;•� TRH C�OIAvi►T10N �.;,� �r �.�'►al► (1910No,V DEEP) P IfT onr r raeaAe�rf f:1 V TS 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 05-06-02 Stoneham,MA02180 PROJECT NO. ;� FIELD SKETCH 3 of 4 >r• (TO FUSIM AERIAL DETAIL Removal of ,.,•.�'.' ,. .. �.;';. +. M�y1,'••.:� bituminous concrete ,-,,,•••,;.••.' structure from centerl V ;t VE iMC 19%W BAH Island location. ` STA. IB468 1 l i•r4LOCA �. }•.Y..1.: -- r ' �sm (a) V PVC VER1 'd ......... ..�,� •^ •!� ..!:r :.r�.•r�..iS..'4.:..�• . ..;>'C•... . . . ..... Y; :, .,_... L- 000.000� •MJ• .�" v.$ 4•.aT�.�•..• ,JYi ___ w"—h1M9\.,J K `•:. �' . ..'' ..... ''I '� �4;Y... - �� ....._.. rt a: .•� ��,, G t�yy ee .....•.._................ ........ _ ,... .. ...1. ..._. _...,:'aw,'.........................."... :'r' —.....w�«_._.yYpf:�i<vn'•�iil:..�:`::.:':'..��:yv;".�;-'. r �,q��(?^.i.•.....i....... ...._.,..• .:binl9 Jrly � ivi! (•j'+Y _ ....�. .. .. :✓' �'/:1I.sR.:• .,•rS°''1'! �J 'C RAND 00 VERIZON =Xk 10+ TYM 000 7 -Axon r VTS 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 05-06-02 Stoneham,MA02180 PROJECT NO. FIELD SKETCH 4 of 4 G\ _ i Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 05/03/2002 Report No. 5 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit K 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete CO. On-Site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 psi I No. Of Sets: 2 SET 1 LOCATION: wall: 8" C.M.U. interior walls 14th - 16th course Total Unit Air Temp. (F.) 50 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) '(sq. in.) Condition Cast .Tested Days (lbs.) (psi.) Time 10:00 B605 2 x 2 x 2 4.00 Good 05/03/2002 05/10/2002 7 6,200 1,550 B606 2 x 2 x 2 4.00 Good 05/03/2002 05/31/2002 28 B607 2 x 2 x 2 4.00 Good 1 05/03/2002 05/31/2002 1 28 SET 2 LOCATION: wall: 8" C.M.U. interior walls 16th course to top of wall Total Unit Air Temp. (F.) 52 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 2:00 B608 2 x 2 x 2 4.00 Good 05/03/2002 05/10/2002 7 6,300 1,580 B609 2 x 2 x 2 4.00 Good 1 05/03/2002 1 05/31/2002 28 B610 2 x 2 x 2 4.00 Good 1 05/03/2002 1 05/31/2002 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree Cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 05/03/2002 Report No. 4 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit N 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO.ASTM: C-39 C-617 CLASS GROUT: 3 0 0 0# Grout I No. Of Sets: 1 SET 1 LOCATION: 8" C.M.U. Interior Walls Top Lift Total Unit Slump(in.) 9 Lab Size Area Date Date Age, Load Load Air Temp(F.) 53 No. (in.) (sq. in.) Condition Cast Tested Days - .(Ibs.) - (psi.) Grout Temp(F.) 54 B593 3 x 3 x 6 9.00 Good 05/03/2002 05/10/2002 7 25,000 2,780 Truck No. N/A B594 3 x 3 x 6 9.00 Good 05/03/2002 05/31/2002 28 Ticket No. N/A B595 3 x 3 x 6 9.00 Good 05/03/2002 05/31/2002 28 Time 3:00 B596 3 x 3 x 6 9.00 Good 05/03/2002 05/31/2002 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva . f Of Massachusetts. 'The Construction Testing Pe_ ople' 0 Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Block Prism Report Date 05/03/2002 Report No. 1 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FM REQUIRED (PSI): 1, 500 PRISMS: 2 block, 2 high _BLOCK TYPE: A ,7andris ; & Sons PERCENT GROUTED:. 100% GROUT: 3 , 000 MORTAR: Type S, 1, 800 PSI SET 1 LOCATION: 8" CMU walls for waste treatment plant, Building G (exterior & interior) Unit Unit Gross Net Total Strength Strength Unit Lab Length Width Height Area Area Date Date Age Load Gross Net Load No. (in.) (in.) (in.) (sq. In.) (%) Cast Tested (Days) (lbs.) (PSI) (PSI) (PSI) N948 15.6 7.6 16.3 118.6 100.0 05/03/2002 05/10/2002 7 1 270000 2,276 2,280 N949 15.6 7.6 05/03/2002 05/31/2002 28 N950 15.6 7.6 05/03/2002 05/31/2002 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard i Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Block Prism Report Date 05/03/2002 Report No. 2 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete CO. Cape Cod Ready Mix FM REQUIRED (PSI): 1, 500 PRISMS: 2 block, 2 high _BLOCK.TYPE:, A! Jandris PERCENT GROUTED: 50% GROUT: 3 , 000 MORTAR: Type S, 1, 800 PSI SET 1 LOCATION: B" CMU walls for waste treatment plant, Bldg. G (exterior & interior) Unit Unit Gross Net Total Strength Strength Unit Lab Length Width Height Area Area Date Date Age Load Gross Net Load No. (in.) (in.) (in.) (sq. In.) (%) Cast Tested (Days) (Ibs.) (PSI) (PSI) (PSI) N951 15.6 7.6 16.2 118.E 1 76.0 1 05/03/2002 1 05/10/2002 1 7 1 185000 1 1,559 1 2,050 N952 15.6 7.6 05/03/2002 05/31/2002 28 N953 15.6 7.6 05/03/2002 05/31/2002 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc:= Stop.& Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard i Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Block Prism Report Date 05/03/2002 Report No. 3 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FM REQUIRED (PSI): 1, 500 PRISMS: 2 block, 2 high BLOCK TYPE:, A. Jandris., ., : , PERCENT GROUTED: 0% GROUT: 3 , 000 MORTAR: Type S, 1, 800 PSI SET 1 LOCATION: 8" CMU walls for waste treatment plant, Bldg. G (exterior & interior) Unit Unit Gross Net Total Strength Strength Unit Lab Length Width Height Area Area Date Date Age Load Gross Net Load No. (in.) (in.) (in.) (sq. In.) (%p) Cast Tested - (Days) (lbs.) (PSI) (PSI) (PSI) N954 1 15.6 7.6 16.2 1 118.6 1 54.0 1 05/03/2002 05/10/2002 7 146000 1,231 1 2,280 N955 15.6 7.6 1 1 1 05/03/2002 1 05/31/2002 1 28 N956 1 15.6 1 7.6 05/03/2002 1 05/31/2002 1 28 GENERAL REMARKS: Inspector Premium ` Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket. Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard i Of Massachusetts -The Construction Testing People' 0 Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 05/03/2002 Report No. 1 Job Number 7462 Barnstable Building Department Attn: Michael Trott Project Stop & Shop Landing Retail D - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 CONTACT: Bob Cunningham of Kay Construction t _TIME OF INSPECTION: 11 : 00 AM TIME'OF CONCRETE PLACEMENT: 3 : 00 PM Immediately prior to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints, some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: Building "D" footings VERIFY: REVIEWED ATTRIBUTES Yes No i Coverage X Clearance X Cleanliness (heavy rust,scale,mud,dirt,oil,etc. not permitted) X Bar Supports X t Tying X GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: William P. Crabtree �Q cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard t Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 05/03/2002 Report No. 6 Barnstable Building bepartment Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 WEATHER: 50 Degrees, Sunny .TIME: 6 : 30' A.M. + CONTACT: Bob Cunningham Super of Kay Construction SUMMARY: The masonry work continued at building "G" . The final top courses of 8" C.M.U. for the interior walls for the blower and lavatory rooms were placed and grouted. # 7 reinforcing steel bars were placed, centered and lapped 40" at 12" on center. Dur-O-wall was placed 16" on center and the walls were tied into the exterior 8" C.M.U. walls with masonry ties placed 16" on center. The top course was placed with a bond beam. Double # 7 reinforcing steel bars were placed inside for reinforcement as specified on the structural specifications as detailed on sheet G5.2. Type "S" 1800 PSI mortar was mixed on site with clean sand and municipal water. After completing the 8" C.M.U. placement, 3000 PSI grout was also mixed on site with clean municipal water. The grout was mixed to a slump of 911 . The top lift was then grouted and rodded to achieve full penetration. Anchor bolts for the roof plates were set in placce and grouted in solid with the bond beam. A set of prisms blocks representing all 8" C.M.U. used for .the building was completed. Samples of the type "S" 1800 PSI mortar and 3000 PSi grout were obtained to fabricate 211x2IIx2" mortar-cubes and 311x3"x6" grout prisms for lab testing. These observations were related to Bob'Curiningham prior to departure. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No Max Day+1 Hrs OT 1 Hr(s) REVIEWED BY: William P. Crabtree �Q Of Massachusetts -The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 05/03/2002 Report No. 6 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 i cc: 'Stop,& Shop Supermarket.- Attn:, Dan Donahue a ,'Stop & Shop•Supermarke Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva - f Y { APpR� l 15.000 GALLON vj/;�R OTC 11,000 cALI cN ANrnoC TANio"x9-a ,-f ) Rp Cn n�' 7WO RE A TANK �Sn►'1�C��`VENT Rl (11'-4'1Q2'-Y"x9-3 i4"DEEP) 1 -7' PVC COND. ``` (SUCR03E� i 15,000 QALLON AP A710N TANK 1r6T1T RISC TWO REQWRW (11'-4'1Q9'-10"x9'-3 WDEEP) 3 - V PVC CONDUITS FOR NOON a SUCROSE TUBWO 86.1 VENT AND SENSOR WIRING -MA ' RISER f x ` VENT To ROOF Excavation for dosing g• / / .` ump station. 2's OF WW Placement of stone � b base. g4,, :•v gs `�% i ��ti1 8' W^ D FENCE ADE ~~se. GEP'ERAT }AQ (DIP) `'•'rti1` r. (DIP) f11 01P) PR.j�ro9S� � :..+.-�� ; GNP- AREA OF STANDARD DROP fooTM/C i J 11.000 GALLON PAVEMENT SETIUNG TANK 1 C t (I I'-4'x22'-2'x9` T 34'DEFP f q R N v 1 / s 6m s3s • UO�T UBET VALVE CHAMBER DOSING 1 PUMP STATION �. .��•5• wrrrr�r r��rr. 5�rr.r� wy Otar��Q�• ■��w��rr.�+�rO� rr��Ur��•i��r� UTS StRi har Mao2ngeoJOB NAME: Stop & Shop Building "G"'DRAWN BY: John KieltyFIELD SKETCH BLDG "G" PROJECT NO. DATE: 04-30-02 AARIN � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 05/03/2002 Report No. 6 Job Number 7464 Stop & Shop Supermarket Attn: Dan Donahue Project Stop & Shop Landing Retail G - Cotuit M 1385 Hancock Street Contractor Kay Construction Quincy, MA 02169 - r WEATHER: 50 Degrees, Sunny _TIME: 6 :30 A.M. f CONTACT: Bob Cunningham Super-of Kay Construction SUMMARY: The masonry work continued at building "G" . The final top courses of 8" C.M.U. for the interior walls for the blower and lavatory rooms were placed and grouted. # 7 reinforcing steel bars were placed, centered and lapped 40" at 12" on center. Dur-O-wall was placed 16" on center and the walls were tied into the exterior 8" C.M.U. walls with masonry ties placed 16" on center. The top course was placed with a bond beam. Double # 7 reinforcing steel bars were placed inside for reinforcement as specified on the structural specifications as detailed on sheet G5.2. Type "S" 1800 PSI mortar was mixed on site with clean sand and municipal water. After completing the 8" C.M.U. placement, 3000 PSI grout was also mixed on site- with clean municipal water. The grout was mixed to a slump of 911 . The top lift was then grouted and rodded to achieve full penetration. Anchor bolts for the roof plates were set in placce and .grouted in solid with the bond beam. A set of prisms blocks representing all 8" C.M.U. used for the building was completed. Samples of the type "S" 1800 PSI mortar and 3000 PSi grout were obtained to fabricate 2"x2"x2" mortar cubes and 311x3"x6" grout prisms for lab testing. These observations were related to Bob Cunningham prior to departure. GENERAL REMARKS: Inspector Premium Travel Name Time Hours. Time P. Viscione No Max Day+1 Hrs OT 1 Hr(s) REVIEWED BY: William P. Crabtree �Q Wi y � Of Massachusetts 'The; Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 05/03/2002 Report No. 6 Stop & Shop Supermarket Job Number 7464 Attn: Dan Donahue Project Stop & Shop Landing Retail G - Cotuit M 1385 Hancock Street Contractor Kay Construction Quincy,: MA 02169 r CC: Stop & Shop Supermarket Attn: Arthur Joubert Kay Constr.uction.Corporation __. _ �, Attn: Mi-chae.l.Collen:tso :. Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Barnstable Building Department Attn: Michael Trott Cape Cod Ready Mix Attn: Jay Pleva r . ' A " L Of Massachusetts. 'The'Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 05/03/2002 Report No. 5 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit N. 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. on-Site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1Boo psi I No. Of Sets: 2 SET 1 LOCATION: Wall: 8" C.M.U. interior walls 14th - 16th course Total , Unit Air Temp. (F.) 50 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested - Days (lbs.) (psi.) Time 10:00 B605 2 x 2 x 2 4.00 Good 05/03/2002 05/10/2002 7 6,200 1,550 B606 2 x 2 x 2 1 4.00 1 Good 05/03/2002 05/31/2002 1 28 1 10,100 2,530 B607 2 x 2 x 2 4.00 Good 1 05/03/2002 05/31/2002 1 28 1 10;200 2,550 SET 2 LOCATION: wall: 8" C.M.U. interior walls 16th course to top of wall Total Unit Air Temp.(F.) 52 Lab• Size Area Date 'Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 2:00 B608 2 x 2 x 2 4.00 Good 05/03/2002 05/10/2002 7 6,300 1,580 B609 2 x 2 x 2 4.00 Good 1 05/03/2002 1 05/31/2002 28 10,600 2,650 B610 2 x 2 x 2 4.00 Good 05/03/2002 05/31/2002 28 10,800 2,700 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree Cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva � Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 05/03/2002 Report No. 4 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit r. 200 Main Street, Contractor Kay Construction Hyannis, MA 02601 Concrete CO. Onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C739 C-617 CLASS GROUT: 3000# Grout No. Of Sets: 1 SET 1 LOCATION: 8" C.M.U. Interior walls Top Lift Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load` Air Temp(F.) 53 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Grout Temp(F.) 54 B593 3 x 3 x 6 9.00 Good 05/03/2002 05/10/2002 7 25,000 2,780 Truck NO. N/A B594 3 x 3 x 6 9.00 Good 05/03/2002 05/31/2002 28 45,000 5,000 Ticket NO. N/A B595 3 x 3 x 6 9.00 Good 05/03/2002 05/31/2002 28 42,000 4,670 Time 3:00 B596 3 x 3 x 6 9.00 Good 05/03/2002 05/31/2002 28 43,000 4,780 GENERAL REMARKS: Inspector Premium . Travel Name Time Hours Time P. Viscione No w REVIEWED BY: Steven T. Crabtree CC: Stop.& ,Shop Supermarket Attn: .Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05/03/2002 Report No. 1 Barnstable Building Department Job Number 7462 Attn: Michael Trott Project Stop & Shop Landing Retail D - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL_COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-3 9 CLASS CONCRETE: 300004 3/411 "No. Of Sets: 1 CUBIC YARDS: 22 SET 1 LOCATION: Building "D" Footing N.W. Corner Total Unit Slump(in.) 4 1/4 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 60 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 65 C645 6 x 12 28.27 Good 05/03/2002 05/10/2002 7 60,000 2,120 2 Truck No. 64 C646 6 x 12 28.27 Good 05/03/2002 05/31/2002 28 1 105,000 1 3,710 1 2 Ticket NO. 20232 IC647 6 x 12 28.27 Good 05/03/2002 05/31/2002 28 100,000 3,540 3 Time 3:20 C648 6 x 12 28.27 Good 05/03/2002 05/31/2002 28 109,000 3,860 9 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar CC:, Stop,& Shop Supermarket Attn: Dan Donahue " Stop &Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inca - Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05/03/2002 Report No. 1 Barnstable Building Department Job Number 7462 Attn: Michael Trott Project Stop & Shop Landing Retail D - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix -ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3 0 0 0# 3/4 No. Of Sets: 1 CUBIC YARDS: 22 SET 1LOCATION: Building "D" Footing N.W. Corner Total Unit Slump(in.) 4 1/4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 60 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 65 C645 6 x 12 28.27 Good 05/03/2002 5/10/02 7 60,000 2,120 2 Truck No. 64 C646 6 x 12 28.27 Good 05/03/2002 5/31/02 28 Ticket No. 20232 C647 6 x 12 28.27 Good 1 05/03/2002 1 5/31/02 28 Time 3:20 C648 F6 x 12 28.27 Good 1 05/03/2002 1 5/31/02 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Traver Name Time Hours " Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES T1 (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva i sk - Of Massachusetts. 'The.Construction Testing People' Page 2 5'Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 0 5/0 3/2 0 02 Report No. 1 Barnstable Building Department Job Number 7462 Attn: Michael Trott Project Stop & Shop Landing Retail D - Cotuit M 200 Main Street Contractor Kay Construction Hyannis', MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: Building I'D" Footings Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: 0 Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: []Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other , Placement Protection: []Thermal Blankets ❑ Heat ❑X None ❑ Other Slump Specification (in.) 3-5 Number of slumps out of specification reported to If rejected Approved by Supt. Bob Cunningham Remarks: � ,� Page 1 of 4 -JTS "The Construction Testing People" 5 Richardson Lane Stoneham,MA 02180 DAILY REPORT OF CONCRETE POUR PROJECT NAME: Stop &Shop Building "D" PROJECT NO.: DATE: 5/3/2002 AIR TEMP.: 60 TOTAL YARDS: 22 POUR LOCATION: Building "D"footings Load & Slump Batching Batching Time in Yards Total Concrete % of Ticket# Set No. of Truck# Inches In Out Minutes Temp. Air Cylinders 64 4-1/4" 2:05 PM 3:25 PM 80 11 11 65 n/a% 20232 A 4 58 2:25 PM 3:50 PM 85 11 22 20233 I INSPECTOR: John Kielty REMARKS: O :INAassachusett's. 'The, Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/03/2002 Report No. 43 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction REVIEWED BY: Chuck Fraser: . y' cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard M-20 L MAINTAIN AND PROTECT I L_ -34 EVSTINO SMMCES STATION"TW PULPS 76 r MAINTAIN AND p*=Cy z EXISTING GREASE TRAP w*104 Cy J. VALVE Y " DWSTNG WATER LOX moc wl tMOCATE 12'L (HOPE) HYDRANT tm _6 of --- . 'I i r a IRA 0 5 33 Gan CT LOSTik- FROTECT COSTING ///A/wA//. RECONNECT "S SEOM CMI $ X"ER 00 NF"Opts LBEN T, all r lAV TO 3, RETAIL A 3W M ii rH- N =ACT D 24"n COO" ON DRAIN Co"N' 240 0 1 IV I'VI NECESSARY Log O'D • 2 Y1 3 1, -,Excavation and < installation of tight tank )), ==F 7 1) 5�F and pipe D Ui Excavation and installation of precast 'IL RESERVE A AND!Curbing continues. VE XHNG AREA TV.) -1-6190 '�4 AREA SIM COSTING;OAS"TO ALI K REWOVEDICTM) _PLw • 0 If COSTING A --—-—- -—-—- fLT01 204-10 ou TANK �T AF" A _6_w_ i RETIRE B ( S wla 0 WTAL I-am TAIN AkV Qj 0 CT 10 111A EVE 6.7 rRln CIIIKCTKNS a me 24 SRO- _wq 23 ............... ..... C RVAC C C ....... MOAN AND ........... E)ISTINI;uTtm 9 5 RichardSon Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John Kielty UTS' Stonenam,MA 02180 PROJECT NO: DATE: 05-03-2002 FIELD SKETCH EAST � Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/02/2002 Report No. 42 Barnstable Building Department Job Number 7465 Attn:. Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Rain, 55 degrees .TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: John Deere backhoe, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: 0 Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of precast concrete curbing continued at retail parking area, using a John Deere backhoe to the proposed elevation at the bottom of curb, exposing previously compacted granular fill/gravel base which received a smooth bucket finish to densify disturbed soils prior to several overlapping coverages with a small plate compactor to densify base. Upon installation and placement of precast curb sections, backfilling was performed by a John Deere backhoe to place and bucket compact excavated gravel base materials followed by 4-6 overlapping coverages with a small plate compactor. Concrete was poured in place along outside face of curb sections to the top of binder course elevation. -Excavation and curb,placement is ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No i REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard V ma MAINTAIN AND PROTECT 35 -34 EVSTNO SEANCESmAnOW WITH PUMPS o D W. i I" KOO MIR) y :sav r.:f MAINTAIN Am PROJECT IT. L m"G GREASE TRAP- ANT 77 67r Im"TA� INSTALL r BONO AND CONNECT To VALVE M Dwrr-o vATER UNE EIQS H=TATE 0 T= vy. r III: AIN AND W mmING PROTECT EJUS RECONNECT SEM CDI Coiev"ONS, It CENTV P -------CL M1 d a :WoMCr EM TER "s Am -a, CARE 'o co w,cow Rao DRAIN]4"0 To wTH LINE a To r j P, In -mv f 6 xzr my 57 k"n", W. -13 IN X C&-7 D Excavation and IA E nstallation of precast LU IK"7 -14 urbing continues. AREA AREA sw Au 41" "p) Eft .1", 1 1 1 1 a " r11 . -- - "I Tv -7- commo- 16-n 1, n r L�!, CONNECTION A Iry r Am PRO= > -—-—-—-—--- -—-—-- a"-IQ "TAW _� — �V -�/N\—- - :IN D D FETAL TAI-A. w INIIAOR co"NEcTIoAs *a 10 7 Ax.ellr 24 23 WTAL c RETAIL C ....... MAW ............... NA ........ ...... ............ .. Irk 5 Richardson Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John Kielty UTSStoneharn,MA 02180 PROJECT NO: DATE: 05-02-2002 FIELD SKETCH EAST i " Of Massachusetts. -The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/03/2002 Report No. 43 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Partly sunny/windy, 60 degrees _TIME: 7 : 00 AM ; CONTACT-.Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: John Deere backhoe, small plate compactor. Bomag Supra heavy plate compactor, Gradall XL5100 excavator TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of precast concrete curbing continued at retail parking area using a John Deere backhoe to the proposed elevation at the bottom of curb exposing previously compacted granular fill/gravel base which received a smooth bucket finish to densify disturbed soils prior to several overlapping coverages with a small plate compactor to densify base. Upon installation and placement of precast curb sections, backfilling was performed with a John Deere backhoe to place and bucket compact excavated gravel base materials followed by 4-6 overlapping coverages with a small plate compactor. P Concrete,was poured in place along outside face of curb sections to the top of binder course elevation. Excavation and curb placement is" ongoing. Excavation and installation of tight tank (east of retail building "B") was performed using the Gradall XL5100 excavator to the proposed elevations exposing natural sand deposits, which received a smooth bucket finish to densify disturbed soils. Upon installation of precast tank and pipe, backfilling was performed using the Gradall XL5100 excavator to place and bucket compact 12"-18" lifts of excavated materials, followed by 4-6 overlapping coverages with the Bomag Supra heavy plate compactor to densify lift placement. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time, Hours Time J. Kielty No � Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/03/2002 Report No. 17 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy/windy, 60 degrees .TIME: 7 :00 AM CONTACT: Bob Cunningham from Kay Construction & Carl Grassetti from Grassetti Bros . PURPOSE: Observe earthwork construction i EQUIPMENT: Cat 325B excavator, Krupp 10-wheel crane, Bomag heavy plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation to bottom of lift station LS-1 was performed using a Cat 320B excavator to the proposed elevations exposing natural sand deposits, which received a smooth bucket finish to densify disturbed soils. A 12 inch bed of 3/4" stone was placed and evenly distributed at bottom of excavation using a Cat 320B excavator to the proposed elevation at bottom of treatment tanks. Stone originated from P.A. Landers pit in Sandwich. Water main at southern edge of excavation was partially exposed and protected during excavation,' installation and backfilling operations. Installation of lift station was performed using a Krupp 10-wheel crane to place and assemble precast -sections in prepared excavation. Sections were placed upon a 12 inch bed of 3/41, stone. Backfilling of lift station began using a Cat 325B excavator to place and bucket compact two 12"-18" lifts of granular fill (onsite natural sand deposits) consisting of F-M sand, little F gravel, trace silt, which was previuosly excavated and stockpiled from lift station location. Compaction was performed by a Bomag heavy plate compactor making 6-8 overlapping coverages to densify each lift placement. Backfill operations were ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham and Mr. Grassetti prior to departure. Inspector Premium Travel Name 'Time Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser Of Massachusetts: 'The 'C'dFiStruct"ion Testihjg People` Page 2 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/03/2002 Report No. 17 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction i Gc:' Stop • Shop Supermarket~ Attn: Dan Donahue i Stop & Shop Supermarket `' Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry,Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard j .I M i 1 F APB � 0 C/ �� R�490,4AHOx1C AUJON �R A. ��l`+" S C E� QVTION'TANK (11'-4"zZ9�10^uB'-3 �!�DEFF). asn?i�r T+WENT RI (lr-4,¢�'-2•�'=s ivro > 1 —a" Pvc coaD. - • (sueRose� . .r. ts.00D aAU0N AFRAnoN TANK VDJT F140 (711'�tdB�iS•-3 WDEEF) 3 - 2' PVC CONDUITS FOR I f y O HCON a 9UMSE TUBWO r ry , 8&1 ~�+ VENT AND Sf SOS WaNG 3.1+ " RISER VU4T TO Poor I _ o 87.7x ��. 85 ► ` `+ti_ S' WOOD FENCE� ai •7 FAI K a S + 6 STOCKADE f • ``` CONS AQ LP ♦� :. � 1P) 1 / l s R 1-822 1 ♦ ♦I LiA i ;' l AREA OF STANDARD Fq, i DROP F0011H0 K3 PAVEMENTExcavation, AL1`E j 1 installation and �T j� (�RECI Q) j I backfilling of lift ,, 6 ;cn 1-62,5) ; 83.75 03.7 we station •�� Alx5�• VOE T VCE T ■ % v&W CHAMBER f':iy , f... DOSING 1 PUMP STATION ■ �. l� .e"Srh btlx •ra r�■ar. iw�� w ■ � �i" rr w 5 h� O s■uar■w■r■ w��■waw■ao■�■rr■�■�srr.�rrrr�ar■■r,ra■w•�.�.r+8 e UTS 5Rihardsoao2 a JOB ECTI NO. DATE: & Shop Building "G"�-DRAWN DATE: 45-3•-02 John KieltyFIELD SKETCH BLDG 11G'1 � Of Massachusetts, 'The Construction Testino People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/02/2002 Report No. 16 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Rain, 55 degrees .TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction & Carl Grassetti from Grassetti Bros. PURPOSE: Observe earthwork construction EQUIPMENT: CAt 325B excavator, Krupp 10-wheel crane TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation to bottom of 11,000 gallon settling tank was performed using a Cat 320B excavator to the proposed elevations exposing natural sand deposits, which received a smooth bucket finish to densify disturbed soils. A 12 inch bed of 3/4" stone was placed and evenly distributed at bottom of excavation, using a Cat 320B excavator, to the proposed elevation at bottom of treatment tanks. Stone originated from P. A. Landers pit in Sandwich. Installation of 11,000 gallon settling tank was performed using a Krupp 10-wheel crane to place and assemble precast sections in prepared excavation. Sections were placed upon a 12" bed of 3/411 stone. ', field'sketch is`enclosed for review. These observations were related to Mr. Cunningham and Mr. Grassetti prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Pao l � R� o-(ATEj�'- 1 ' .. ANO)OC TA p� 11000 CAL(.Opl "�IFCn Q�Sr / 66AUZATION 'TANK (11 4'�24'-10"x8'-3 xjj"DEEP) TWO REQLW" aSn4lr VENT RISE (11'-4',Q2'-2'x9'=3 i4'OEEP) 1 —Z' P%C COND.' 1 15.000 GALLON AERATION TANK ~��• 7WO REQWRc"D VENT RIS (11'-1'1C29'-1("x9'-3 WDEEP) 11��` _ 3 — 2' PVC CONDUITS FOR x 1 ! V c NaON h SUCROSE TIJBWD Ana* '' W + + ` TT AND SENSOR WIRING RISER = VENT TO ROOF 2'S '0 7 1` �• +C' TYPICAL Ir I r rSk, ` 1 6' WOOD FENCE " . `a •`�7Y �.�,� v S s STOCKADE • • ♦'S �� , 8 x5' Gp�G PAQ GENERATOR) ` t.. rLp) _ s 1 / o` PR%-"t3ro ' t AREA STANDARD fq, Excavation and DROP FOOTING s+s nstallation of PAVEMENT J CMAMBER 11,000 gallon t� (RECIRC.) ;V i 11 ettling tankg� . �1 817s 63.7 618 do 4F ei 11 ;'''� h�ac :�.) • ''r UOE T WE � � VALVE CHAMBER -� 1 00SINGIt r mo m rr�■rr. r�r ■w ■ • s± ` O 'aru■w■r■ ■MIt===■ser•■ ■rr■ r■a.4Ldrrrawa�Wbftw ■■'Awmaw0-0 UTSsoleham,MA0280PR0 ECOB 'T NAME: & Shop Building "G.. DRAWN DATE: 0 BY:-John Kielty FIELD SKETCH BLDG ��G�� e� Of Massachusetts -The Construction Testing Pelople'' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 05/02/2002 Report No. 4 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit N 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. on-Site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 . ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 psi I No. Of Sets: 1 SET 1 LOCATION: wall: 8" C.M.U. interior walls filth - 14th courses Total Unit Air Temp. (F.) 50 Lab Size Area Date Date Age Load Load Mortar Temp(F) 48 i No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 B650 2 x 2 x 2 4.00 Good 05/02/2002 05/09/2002 7 6,100 1,530 B651 2 x 2 x 2 4.00 Good 05/02/2002 05/30/2002 28 B652 2 x 2 x 2 4.00 Good 05/02/2002 05/30/2002 28 GENERAL REMARKS: Inspector Premium Travel Name Time:. Hours Time - P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop. Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva I 01 Massachusetts. 'The Construction Testing People' ' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/02/2002 Report No. 80 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Rain, 55 degrees .TIME: 7 : 00 AW, CONTACT: Craig Williamson from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10-wheel dumps, Cat D4C dozer TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: 0 Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: The writer observed the placement and distribution of screened loam at retention basin west of building "F", using a Cat D4C dozer to evenly distribute screened loam/topsoil dumped in place using 10-wheel dumps. Material previously stripped from site was screened off site for re-use as loam. Placement and distribution efforts are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Williamson prior to departure. Inspector Premium Travel Name Time Hours Time J.. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser - - CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard 23 % . .� r APROXMATE LJWT OF WORK TO BE PERFORMED UNDER A SEPARATE WASTEWATER TREATMENT FACRJTY CONIILACT 0001.0) 13.0 (SEE 'a 16) TZENON WASTEWATER AW5 Iry I REATMEW FACLM CAL.EQUALIZATION t 2xOOD TARN PUMP STATION UNDERGROUND TREATMENT TANK 6iw ::: GENERATOR AND ENCLOSURE I, VAULIF .............. 2MUR11 .. .......... PAD 7RAIrdvou" PRESSURE OOSNG .4 7.3.0 U 1 STATION NTH PWPS U) INA -1 - 2 N, -Woo ML /./ LD 11,000 GAL MAINTAIN AMD PROTECT U) F-1 SETTING G'PVC DGITING CREASE TRAP- TANK -36 VMALL I r-46*OEI�d)"M AND CONNECT TO 29 2MLLQL— / - E)USTING WATER UME REMOVE RELOCATE v _R_ T 100STINq HYDRANT paj7y�7 I 2-r PVC FURCE X,LVIL)(14MI IF BUILD G Fw PROPOSED STOP & SHOP -7 SUPERMARKET 1-51L00 FTE A, 65.0 F A ...... -Placement AnddW 1 :1., t RECOMMOCI b-61.00 4" LINE distribution of f an&N screened loam LONG IMN-26 .111 LVLL 20 04PI8L__ TT 24�0• 24'0 0.3 17 ..0 00' ES-77 .LVL • —RECONNECT 25 uimi _C�'� I6'O.L T 0 TRANSFORMER PAD -26 -------- 13 7C 1.57.00 1-450.00 ED IC-3 A 60 100. 1-61 DO tz VENT, 26 TO ROOF rN 7 'VENT llp Uj 38 r 12 :3L EE 1.xAp -67.70 'A -ARM I :an 1 dO*.7r 12 RE';ERVE 0 Wx7Z -a)* 00NO AREA UEACH&NG RESERVEAREA to 1-6190 Is -------or-- WD Wrl) C ZI I A NO --—-—-—-- IC FIFE-57.7 M .-Irxrxir TER 2 10 11A W Cv is'Cv W:Z�y UTS5 RIchardson Lane JOB NAME: Stop & Shop Cotuit Landing DRAWN BY: John Kielty Stoneham,NIA 02180 FIELD SKETCH WEST PROJECT NO: DATE: 05-02-2002 i Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT INSPECTION REPORT Report Date 05/01/2002 Report No. 1 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 65 degrees .TIME: 7 : 00 AM ,- CONTACT: Bob Cunningham from Kay Construction OBSERVATIONS: Placement of 41, bituminous concrete base course was performed along northbound side of Rte 28. The base course material from Lawrence Lynch plant in Falmouth was placed using a Cat AP1055B paver screed at a thickness of 4 1/21, to 4 3/4" to accommodate a 4" finish thickness after densification efforts by one Hypac C766B twin drum roller and one Dresser S4-6B twin drum roller making several overlapping coverages to depress the binder course to resistance. Material temperature at the time of placement ranged between 265 and 280 degrees Fahrenheit. One bituminous concrete sample was obtained to be transported to the UTS lab for analysis. Results will be available upon completion. Paving operations are ongoing. These observations were related to Mr. Cunningham prior to departure. Inspector.,.- .Premium Travel Name Time Hours. Time J. Kielty } No REVIEWED BY: William P. Crabtree cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva i Of Massachusetts, 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/01/2002 Report No. 38 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 65 degrees .-TIME: 7 : 00 AM CONTACT: Bob 'Cunningham from Kay Construction PURPOSE: Observe earthwork construction and perform field density tests .EQUIPMENT: 10-wheel & 18-wheel dumps, Cat 950G loader, Cat 140G grader, Hypac C850B single drum vibratory roller, Hypac C766B twin drum vibratory roller, Cat AP1055B paver screed, Dresser S4-6B twin drum roller TEST METHOD: ❑X Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Maximum Field Test Percent Dry Dry Percent Elevation No. Moisture Density Density Compaction Location (Feet) 1 8.7 142.5 142.3 99.9 See sketch Top of subbase 2 7.5 142.51 139.51 97.9 " 3 7.5 142.5 140.8 98.8 " 9 6.4 142.5 140.5 98.6 " OBSERVATIONS: Placement and grading of 12" lift of dense graded crushed stone from Lynch Pit in Falmouth was .performed at roadwork excavations along south side of Rte 28, using a Cat 950G loader and a Cat 140G grader to'dvenly distribute and backdrag offsite subbase material to depress placement to resistance. Compaction was performed using a Hypac C766B twin drum vibratory roller making 6-8 overlapping passes to densify placement. Placement and densification efforts are ongoing. Four field density tests were performed at top of subbase elevation in accordance with ASTM D1556 using the sand cone method. Test results exceeded 95% of the modified proctor ASTM D1557. Field density test #2 was performed in an area where pumping of surface was observed and unstable soil conditions exist. Although compaction tests were favorable, it was recommended by VHB Highway Construction Engineer, Dan Mitchell, that corrective actions be taken by Lawrence Lynch Corp. to replace unsuitable soils. This information was relayed to Lawrence Lynch supervisor Richie. Pavement operations went forward without corrective measures. These observations were related to Mr. Cunningham prior to departure. i Of Massachusetts 'The Construction Testing People" Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/01/2002 Report No. 38 Job Number 7466 Barnstable Building Department Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Inspector. : h.� Premium Travel Name Time Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur. Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard t 0 1 KNOW EMSTING 10' PLU(;AND cn LCONNECTCOECT EXISTtNG 10" WATER 12- GV 12'XB*XI2' TEE UAW TO NEW 12�WATER MAIN U.) 7 -LLL 12- 12"XIO"'INCREASER ;Bituminous concrete I CV ON CEN'TERVILLE-OSTER)ALLE 9DE base course sample REWOVE EXISTM it PLUG AM location CONNECT EMTING 9' WATER MAN TO NEW 12' WATER MAIN enz n NSTAR NE-1 7B MH 659/070 ELECT C LJ — — — -- - — — — — — U Field density test#4 Area of observed pumping Elev.:top of subbase Placement, grading, 'of subbase dense graded stone ompaction of 12" ubbase. Placement of compaction: 98.6% 10 ME-67.7 bituminous concrete base course 7 '0 04 AT&T T&T M C 311 Oft-1, 0 LL_ —4 —son 10 S Fielddensity test#3 Elev.: top of subbase Field density test#2 IT OF 1M Field density test#1 ense graded stone Elev.: top of subbase _Ua- A Elev.: top of subbase compaction: 98.8% dense graded stone CONTRACT ense graded stone compaction: 97.9% compaction: 99 5 S' 0 40 80 SCALE IN FEET UTS5 Richardson Lane Stonehann.MA 02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 1 PROJECT NO: DATE: 05-01-2002 % ,¢ - Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Block Prism Report Date 05/03/2002 Report No. 1 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction . Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix F-M REQUIRED.(PSI): 1, 500 PRISMS: 2 block, 2. nigh -BLOCK TYPE: A-. Jandris. & Sons PERCENT GROUTED: 100% GROUT: 3 , 000 MORTAR: Type S, 1, 800 PSI SET 1 LOCATION: 8" CMU walls for waste treatment plant, Building G (exterior & interior) Unit Unit Gross Net Total Strength Strength Unit Lab Length Width Height Area Area Date Date Age Load Gross Net Load No. (in.) (in.) (in.) (sq. In.) (0/0) Cast Tested (Days) (lbs.) (PSI) (PSI) (PSI) N948 15.6 7.6 16.3 118.6 100.0 05/03/2002 05/10/2002 7 270,000 2,276 2,280 N949 15.6 7.6 16.2 118.6 100.0 05/03/2002 05/31/2002 28 325000 2,740 2,740 N950 15.6 7.6 16.4 118.6 100.0 1 05/03/2002 05/31/2002 1 28 1 319000 1 2,689 1 2,690 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop' & Shop Supermarket Attn: Dan Donahue Stop & Shop.Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard I Of ,Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Block Prism Report Date 05/03/2002 Report No. 2 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FM REQUIRED (PSI): 1.,.500 PRISMS: 2 block, 2 high .BLOCK TYPE: A. Jandris PERCENT GROUTED: 50% GROUT: 3 , 000 MORTAR: Type S, 1, 800 PSI SET 1 LOCATION: 8" CMU walls for waste treatment plant, Bldg. G (exterior & interior) Unit Unit Gross Net Total Strength Strength Unit Lab Length Width Height Area Area Date Date Age Load Gross Net Load No. (in.) (in.) (in.) (sq. In.) (%) Cast Tested (Days) (lbs.) (PSI) (PSI) (PSI) N951 15.6 7.6 1.6.2 1 118.6 76.0 05/03/2002 05/10/2002 7 185,000 1,559 2,050 N952 15.6 7.6 16.4. 118.E 1 76.0 1 05/03/2002 05/31/2002 28 1 265000 2,234 2,940 N953 15.6 7.6 16.5 118.6 1 76.0 1 05/03/2002 1 05/31/2002 1 28 1 263000 1 2,217 1 2,920 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket: Attn: `Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard II Of Massachusetts. -The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Block Prism Report Date 05/03/2002 Report No. 3 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix r FM REQUIRED (PSI): 1, 500 PRISMS: 2 block, 2 high BLOCK TYPE: A. Jandris PERCENT GROUTED: 0% GROUT: 3 , 000 MORTAR: Type S, 1, 800 PSI SET 1 LOCATION: 8" CMU walls for waste treatment plant, Bldg. G (exterior & interior) Unit Unit Gross Net Total Strength Strength Unit Lab Length Width Height Area Area Date Date Age Load Gross Net Load No. (in.) (in.) (in.) (sq. In.) (%) Cast Tested (Days) (lbs.) (PSI) (PSI) (PSI) N954 15.6 7.6 16.2 118.6 54.0 05/03/2062 05/10/2002 7 146,000 1,231 2,280 N955 15.6 7.6 16.4 118.6 54.0 05/03/2002 05/31/2002 28 213000 1,795 3,330 N956 r 15.6 7.6 16.3 118.6 54.0 1 05/03/2002 05/31/2002 1 28 205000 1,728 3,200 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No A REVIEWED BY: Steven T. Crabtree cc: Stop &Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard � Of, Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 05/02/2002 Report No. 4 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit K 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. On-Site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 .ALL..COMPRESSIVE STRENGTH TESTS DON E-ACCORD!NG TO ASTM: C-109 . CLASS MORTAR: Type S 1800 psi 7 No. Of Sets: 1 SET 1 LOCATION: Wall: 8" C.M.U. interior walls llth - 14th courses' Total Unit Air Temp. (F.) 50 -Lab Size Area Date Date Age Load Load Mortar Temp(F) 48 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 B650 2 x 2 x 2 4.00 Good 05/62/2002 05/09/2002 7 6,100 1,530 B651 2 x 2 x 2 4.00 Good 05/02/2002 05/30/2002 28 9,900 2,480 B652• 2 x 2 x 2 4.00 Good 05/02/2002 05/30/2002 28 10,200 2,550 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva �• Of Massachusetts. -The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 05/02/2002 Report No. 5 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 r WEATHER: 50 Degrees, Partly Sunny •TIME: 6 : 30 A.M. 'CONTACT: Bob-'Cunningham Super' of Kay Construction. ` SUMMARY: The placement of 8" C.M.U. for the interior walls for the treament plant continued. Type "S" 1800 PSI mortar was mixed on site with clean sand and municipal water. The masons managed to place 4 courses before the rain started. Dur-O-Wall was placed 16" on center, bond beams were placed over the door frames. Double # 7 reinforcing steel bars were placed inside- for reinforcement. Masonry ties were placed 16" on center in the exterior C.M.U. walls tied the interior walls together. Weather permitting the walls should be completed tomorrow. A sample of the mortar was taken for lab testing. These observations were .related to Bob Cunningham prior to departure. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No Min Day 1 Hr(s) • REVIEWED BY: William P. Crabtree cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard '�' Cape Cod,Ready Mix Attn: Jay Pleva i � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 05/01/2002 Report No. 4 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 'WEATHER: 50 Degrees, Partly Sunny _TIME: 6 : 30 A.M. CONTACT: Craig Williamson Super of Kay Construction SUMMARY: The masonry work was started for the interior 8" C.M.U. walls .for building "G". # 7 reinforcing steel bars were secured to the footing 12" on center. Two door frames were set in place, one for the blower room entrance and one for the lav entrance. Masonry ties were set in place 16" on center, on the exterior 8" C.M.U. walls.Dur-O-wall was in placed 16" on center. The doors were plumbed level and door ties were placed on each side of the door frames. The jambs were filled with mortar as the C.M.U. placement progressed. The first 8 courses were placed. # 7 reinforcing steel bars were placed, I centered and lapped adequately at 42" and 12" on center. Details were followed as specified and outlined on section # 3 on sheet G5.2. Type "S" 1800 PSI mortar was mixed on site with clean sand and municipal water. The 3000 PSI grout was also mixed on site. The first 8 courses were hand grouted and each vertically reinforced cell was grouted and rodded to achieve full penetration. Samples of the mortar and grout were taken for lab testing. These observations were related to Craig Williamson prior to departure. GENERAL REMARKS: Inspector Premium'- R, Travel Name :, Time Hours Time P. Viscione No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: William P. Crabtree cc: Stop & Shop Supermarket Attn: Dan Donahue W Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva i u` Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 05/01/2002 Report No. 3 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit N. 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type IDS 1800 PSI I No. Of Sets: 3 SET 1 LOCATION: ' 8" C.M.u. Interior Walls 1st 4 Courses Total Unit Air Temp.(F.) 50 Lab Size Area Date Date Age Load Load Mortar Temp(F) 52 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 B165 2 x 2 x 2 4.00 Good 05/01/2002 05/08/2002 7 6,700 1,680 B166 2 x 2 x 2 4.00 Good 05/01/2002 05/29/2002 1 28 •.�- B167 2 x 2 x 2 4.00 Good 05/01/2002 05/29/2002 1 28 SET 2 LOCATION: 8" C.M.U. Interior Walls 4th-8th Course Total Unit Air Temp. (F.) 55 Lab Size Area Date Date Age Load Load Mortar Temp(F) 57 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 12:00 B159 2 x 2 x 2 4.00 Good 05/01/2002 05/08/2002 7 6,200 1,550 B160 2 x 2 x 2 4.00 Good 1 05/01/2002 1 05/29/2002 28 B161 1 2 x 2 x 2 4.00 Good 05/01/2002 05/29/2002 28 SET 3 LOCATION: 8" C.M.U. Interior Walls 8th-11th Course Total Unit Air Temp. (F.) 63 Lab Size Area Date Date Age Load Load Mortar Temp(F) 62 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:00 B162 2 x 2 x 2 4.00 Good 05/01/2002 05/08/2002 7 6,800 1,700 B163 2 x 2 x 2 4.00 Good 1 05/01/2002 05/29/2002 1 28 B169 2 x 2 x 2 4.00 Good 05/01/2002 05/29/2002 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No i Of Massachusetts: 'The Construction Testing People_ ' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 0 5/01/2 0 0 2 Report No. 3 Job Number 7464 Barnstable Building Department Attn,: Michael Trott Project Stop & Shop Landing Retail G - Cotuit N. 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. onsite Mix . -REVIEWED BY: Steven T. Crabtree = CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva r t Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 05/01/2002 Report No. 3 Barnstable Building Department Job Number 7464 Attn: • Michael Trott Project Stop & Shop Landing Retail G - Cotuit N 200 Main Street Contractor Kay Construction Hyannis, MA 02601 onsite Mix Concrete Co. ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 .ALL-COMPRESSIVE STRENGTH:TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: -3000# Grout No. Of Sets: 1 SET 1LOCATION: 8" C.M.U. Interior Walls 1st 8 Courses E Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 63 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 65 B140 3 x 3 x 6 9.00 Good 05/01/2002 05/08/2002 7 21,000 2,330 Truck No. N/A B141 3 x 3 x 6 9.00 1 Good 1 05/01/2002 1 05/29/2002 1 28 Ticket No. N/A B142 3 x 3 x 6 9.00 Good 05/01/2002 05/29/2002 28 2:00 Time B143 3 x 3 x 6 9.00 Good 05/01/2002 05/29/2002 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva I i Of Massachusetts 'The Construction Testing Peo,pie' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 0 5/01/2 0 02 Report No. 15 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 65 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from -Kaye Cohstructiori{&`CarT -Grassetti -from Grassetti Bros . PURPOSE: Observe earthwork construction EQUIPMENT: Cat 325B excavator, Bomag Supra DPU 6055 heavy plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Backfilling of dosing pump station began using a Cat 325B excavator to place and bucket compact two 1211- 18" lifts of granular fill (onsite natural sand deposits) consisting of F-M sand, little F gravel, trace silt, which was previously excavated and stockpiled from wall/footing locations. Compaction was performed by a Bomag heavy plate compactor making 6 to 8 overlapping coverages to densify each lift placement. Backfill operations are ongoing. An area of dense subsoil fill was observed along northern limits of dosing station excavation. Approximately 2' thick layer was observed at an approximate depth of 7' below finish grade at western 'limits, sloping -upward to approximate depth of 3' below finish grade at eastern limits. It was determined that the area for generator pad will be over-excavated to_remove any, unsuitable..soils when generator pad excavation takes place. Material below transformer pad appears dense and stable at a depth of approximately 6' and will remain. A site sketch is enclosed for review. These observations were related to Mr. Cunningham and Mr. Grassetti prior to departure. Inspector Premium Travel. Name Time Hours f Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser Of Massachusetts, 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) j Soil Inspection Report Report Date 05/01/2002 Report No. 15 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard I i i Of. Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 05/01/2002 Report No. 3 Job Number 7464 Barnstable Building Department Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit N 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type "S 1800 PSI No. Of Sets: 3 SET 1 LOCATION: 8" C.M.u. Interior Walls 1st 4 Courses Total Unit Air Temp. (F.) 50 Lab Size Area Date Date Age Load Load Mortar Temp(F) 52 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 B165 2 x 2 x 2 4.00 Good 05/01/2002 05/08/2002 7 6,700 1,680 B166 2 x 2 x 2 1 4.00 1 Good 1 05/01/2002 05/29/2002 28 10,400 1 2,600 B167 2 x 2 x 2 4.00 Good 1 05/01/2002 05/29/2002 1 28 10,200 2,550 SET 2 LOCATION: 8" C.M.U. Interior Walls 4th-8th Course Total Unit Air Temp. (F.) 55 Lab Size Area Date Date Age Load Load Mortar Temp(F) 57 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 12:00 B159 2 x 2 x 2 4.00 Good 05/01/2002 05/08/2002 7 6,200 1,550 B160 2 x 2 x 2 4.00 Good 05/01/2002 05/29/2002 28 10,200 2,550 B161 2 x 2 x 2 4.00 Good 05/01/2002 05/29/2002 28 10,100 2,530 SET 3 LOCATION: 8" C.M.U. Interior Walls 8th-11th Course Total Unit_, Air Temp. (F.) 63 Lab Size Area Date Date Age Load Load Mortar Temp(F) 62 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:00 B162 2 x 2 x 2 4.00 Good 05/01/2002 05/08/2002 7 6,800 1,700 B163 2 x 2 x 2 4.00 Good 1 05/01/2002 1 05/29/2002 1 28 10,700 2,110 30 B164 2 x 2 x 2 4'.00 Good 05/01/2002 05/29/2002 28 10, 0 2,580 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No t , • i " ~ of Massachusetts 'The. Construction Testing PleopfW, Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 0 5/01/2 0 0 2 Report No. 3 Job Number 7464 Barnstable Building Department Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit K 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete CO. Onsite Mix. .REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva a t i � Of,Massachusetts 'The Construction Testing People" Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 05/01/2002 Report No. 3 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit N 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 ~CLASS GROUT:" 3000# Grout - " � I No. Of Sets: 1 SET 1LOCATION: 8" C.M.U. Interior Walls 1st 8 Courses Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 63 No. (in.) (sq. in.), Condition Cast Tested Days (Ibs.) (psi.) Grout Temp(F.) 65 B140 3 x 3 x 6 9.00 Good 05/01/2002 05/08/2002 7 21,000 2,330 Truck No. N/A B141 3 x 3 x 6 9.00 Good O5/O1/2002 05/29/2002 28 96,000 5,110 Ticket No. N/A B142 3 x 3 x 6 9.00 Good 05/01/2002 05/29/2002 28 43,500 4,830 Time 2:00 B143 3 x 3 x 6 9.00 Good 05/01/2002 05/29/2002 28 45,000 5,000 GENERAL REMARKS: Inspector Premium ` 'Travel f Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva " Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05/01/2002 Report No. 41 Job Number 7465 Barnstable Building Department Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 65 degrees TIME: 7 : 00 AM A� CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: John Deere backhoe, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of prercast concrete curbing continued at retail parking area using a John Deere• backhoe to the proposed elevation at the bottoom of curb, exposing previously compacted granular 1fill/gravel base, which received a smooth bucket finish to densify disturbed soils prior, to several overlapping coverages with a small plate compactor to densify base. Upon installation and placement of precast curb sections, backfilling was performed using a John Deere backhoe to place and bucket compact excavated gravel base materials, following by the small plate compactor making 4-6 overlapping coverages. Concrete was poured in place along outside face of curb sections to the top of binder course elevation. Excavation and curb placement is ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Y Premium Travel Name - Time 'Hours Time J. Kielty No REVIEWED BY: Chuck Fraser 12A� cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard ilk STA71Dy,r„r P LP7 20 YAIK Y Tcr-of YAIidTAL An0 OlfAXWAP W'0 r °7 1 YAMT i' 1_ rz �p�� - CW-avo — �1tIR �h , _ �+ ^,•.t L:.k '� r +p • r'r+M'11n� ' f r __ �-='�'—� -._ _ � _�.__ __— _. --- °' `711r'6=• II 'j+;l ;1;ri __ —f3---- J'� '—'= _�,--_— --' - - •'ti` ,`4 ``� "-r ', ! vjw 1 Ti .e... SrSMa's a•.; ro �l 1 I 1 rtWi V.1PA�7 r'r+ry �!'r+rr , 1 _ — __ ___1. :...s:�i! +.I __.'_— __ Z• j�.l�� rr!:� — 1__ _ _ P—.:�•. i� BE"Y'VJtAN'Zp/"� .r�" ---' - -- r�r�, - 1- 1{Y. •u "J — ——rs�� ..iTv.-.__�k ��-'-- !1�'OaR' y�7�� "_ �.,� 1 E '. '•/•,•a x rr�.nv - O•p /4 -\ /�` >011�'�� REC�cct �' IP I r,r, _- AOr ')I + -- _• i �� Y�-I r l • rrl+ O7♦ �I��r .0 f GARDEN CENTE 1 / 1- M SE�r Cr Ens fie`M -aa r%01FLTAN µV ! -a r ✓r' -ny ;fir I• /7Gi Oor�.smro ;•, ro ; , J_„r r'r'r'r i 1 / �.,,:7i.•',:.�.,�L /,.� i iR .. �.T.`nWS -Wo bC� `� • -,ip ra - 1�e•c YAp r 1 =4.0 1 1• S - L- , _�.1 i.--� �..�11. _ Q mad �-�. i /* -47.Olt i r•J � � � -ar ..� ?��. � } «r- -, , • i I ut f' "'""+ ,..r... RETAIL A orm un s J a ' I o I I U j I • '��1' '�. 0 cA9e tpt oAy CT ue ) ! ?rOt,D 9w _ og It? Wig- : -0 �I \ jy" .%�.� To .you.ptAa iif t - •I_aa—_aaf,� kM r Excavation � • � S:'` - _r� •. r v c 'E45su,� nst an - / fir• ' r w,2 --- _� 4 Urb tall Of precast - 7 } r fn9 continues. 4 r Aq(,f ) g 'rtK r , a ^.y 11ro rc J + a .d •o %- —'cam- • ar — � I � VAnr "- ••'Z;,s� �Lm.: �, +uz lr trts,. f! IU.4 per; V 11�'T RM �•$� 1r- �_ ELA ,� Ai-ns — ". ___ `t - °"�U3►) S— • • '�"DKDCT�ir+))j is 1 r` I 1 'f • °Rol[cT ,' wm • �_ -_ IL •MACK A STAU 11 n � S I 1-4vy, I fT[87.7 4 r- 10 '.ef a ® r AND •• 1 i� • w 4.0 Y wnatTAt c r , 5 R,ic..h.a_rdsonbUT 1� ane 00 SaP .sSh�P C,O�I%& i e i i , I z, Of Massachusetts -The Construction Testing Peo.p'le` Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 06/07/2002 Report No. 90 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Rain, , 62 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10-wheel dumps, Cat M318 excavator TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Placement and grading of 6"-10" loose lift of screened loam was underway using a Cat M318 excavator to place and evenly distribute topsoil material previously stripped from the site and screened offsite for re-use as loam. Placement, hand raking and distribution efforts are ongoing. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) 'REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard OWN-23 APROV ATE UNIT OF VM TO BE PERIVIRMED / -nI2A ':N' ' UNDER A SEpARATE WASTEWATER TREATMENT FACLM CONTRACT Dt") FIND C-18) 2-:r PIK ZENON WASTIEWA71ER U"S • FACLM 22.00D GAL EI UNDVICROUND IKATMDfr TANK QUAU TANK PU QEMMATDR AND ENCLOSURE UGEA VALLT AVI ....... e. RANSFORMER 109-ZD ...... T . ....... PAD .................. PRESSURE DOSING ST LD QI 64.1 MAINTAIN AND PROTECT I.I.M."L 0.,,C EXISTING CREASE 7W- 0 TOM b • OMAU.tr-IS'DEND J, AND CONNECT 11D VALVE M W EXISTM WATER UK -29 PCO- FrI.-I�. &RELOCATE Mj 19 0051009 _k .1000 I 2-r Pvc FORCE MANS BUILDNG vF PROPOSED STOP & SHOP -S&CC Tv FFE-63.0 SUPERMARKET .......... V :: 34 F 1_Fit -15 1 1 OAS 004TV,b-011.00 L, I INFILTRATION UASIN— __M.0u1V1.r"`T`, —1 P.m Is UNI LOW 1-61.00 at )MI yr 4:D IO F tift-17 L_Wr'LVAL VD 0 RECONNECT 0=w UNE S-27 IM - - 25 -2 T 13 IV.-54.00 10D 1-11 EEj;i5R— . 11,�1-60.00 I.P.4 C-3 PI -pm NA to R" Vol r 9 E _kl ES-22 .W.0 t VEN acernent and ---------I --------I CS-7 -30 istribution of S 60'.72' I RESERVE .0, EXis I 00 to AREA -1-6190 screened loam. LEACHING T -K C30,11) �4 J 35 VIC ff FFE- L— IT; I A lrlw a" 4 12*Cv 27 _Q 5 Richardson Lane JOB NAME: Stop & Shop Cotuit Landing DRAWN BY: John Kielty UTSStoneham,MA 02180 PROJECT NO: DATE: 06-07-2002 FIELD SKETCH WEST , I o REMOVE EXLSTING 10'PLUG AND -"•v':,�^' tsr: O � W CONNECT E1057WG 10' wA _n.,.:;2 "'rl 4�""+- .W - _ m UAW JO Ln ----- 7Gte—_--- T'C 1�.�1� Placement and U t— istribution of I2'X10*�� Q (screened loam CE)IFTERVULE-43STER)ALLE SDE llkcc000ntinues. REMOVE EXISTWG e•PLUG Arm CONNECT EXISTWG W WATER _ MAIN TO NEW 12' WATER"N v- V 1 r a _-wowTM eriz 8 rdH — _ u m NST R NE-17B MIIH ELECT C _ _.. _..._ .. .. —..._. . LLJ -� — — — — — — — — — — — — — �— — — — — — — — - — — — — — r U r ii m a APPROXIMATE UMIT ORK OF W TO BE PERFORMED UNEIER A SEPARATE OFF-SITt IMPROVEMENTS CONTR�CT PM 10 11A -� 1 ME-67. Nstar 99"e W 4 ,�. ATBTMH -� 1 ,., '-I� HETAI.0 _ — _ _ _ 0 for APPROXMATE LIMIT OF TO BE PERFORMED UN A SEPARATE OFF—SI }3 e IMPROVEMENTS CON ACT o .w I f 11 $ 11 0 40 00 SCALE IN FEET UTS5 Richardson Lane Stoneham,MA02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielt y FIELD SKETCH 1 of 1 PROJECT NO: DATE: 06-07-2002 Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT INSPECTION REPORT Report Date 06/06/2002 Report No. 10 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy, 68 degrees .TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction OBSERVATIONS: Placement of 2" biuminous concrete heavy duty surface course was performed at building "F" drives over previously placed 2 1/2" - 3" binder course. Emulsified asphalt tack coat was applied to binder course by mechanical means using a trailer tank sprayer. The surface course material from Lawrence Lynch plant in Falmouth was placed using a Cat AP1055B paver screed at a thickness of 2 1/4" to 2 1/2" to accommodate 2" minimum finish thickness after densification efforts, which were performed by a Hypac C350D twin drum roller and a Dresser S4-6B twin drum roller making several overlapping coverages to depress the binder course to resistance. Material temperature 'at the time of placement ranged between 280 and 310 degrees Fahrenheit. One bituminous concrete sample was obtained and transported to the UTS lab for analysis. , Results will be available upon completion. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to .departure. Inspector Premium Travel Name Time Hours Time J. Kielty No . , REVIEWED BY: William P. Crabtree / cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva ! �I 24 .. APRwn"TE LArT Or won TO K PDOORMED UNDER A SEPARATE rAVEXATEP TREATMENT ' .3► rACKM CONTRACT DOD) 1.Sv ..�. (SEE ONO C-15) 1 ZENON WASTEWATER TAEATMENT FACLRY 1 tYr "•2Z A 1DN UNCERG■WW 7WEA719W TANK OEMMATOR AND D1tLOSUlE • •' :- UGC/r VAULT ..- o eO _ TRO07W M PAD e / /' PRL44 [DOSING n - r7•,A ••' STA7fON NTH Pumps amg �`��`-" b57.70 UOEn •' �- .aA all LD 11,000 Om..Fttt.. S�'3 MAI TAN AND PROTECT lD TSETTIMO 'd-PY£T ..ANX b / _.� UGSTNG CREASE TRAP- r ' AALL ND CONNECTRi s o A ;- " t�l'- 11 �a jtiiiA AW EIasTRa WATER uNE_- t -7G Ir S .• l _�:5�_ t RERA a r °GSTMNQ,"ra+A"T ee Retail �KT NT Ir MANS y'.- _ Itework report �- / BUILDWG 'F' .a• � E 1 �. : � . F� - �>�r 3�;_ • �d,,• ;�� -for coninuation G i PROPOSED STOP & SHOP E I` _ = 1 SUPERMARKET 1 r1 r 1 r 1, r z -- �f,. 1 '+k;i;1, - =u IJ 1-55.00 �1-11.K1T1 �1r I, � 1 L1iMA 0 jAt►K ; ��7y >r iSE 07.0 ^ 37A ■ 1,1 1 1,1 1 1 1 1M, Is. • I r,r,�Ll'fji ,,1,r,i L,r. --.c- r /// @'., ----------- -V.A Bituminous ��t` ;1;1,11 .. - rrit�n';✓ "1 RECOKN)NECTT 'r 1 111 - ,. _ 1N1L1RA11 concrete sample ,nD ',;1,r,1 � ;r,, 1��,1r •t 1 / _ --- -is•IAaY location -- ,5 UN"s 1, ,Placement and _I. ��;1,1, �• - , .y�/:: - ,.A1.00 I ■ ;; - i;�;r, 'compaction of �'1�'�k�� !■ 1 >� , ,,,,, ,. bituminous concrete ,.,>,-��-�_.�, D• surface course. _ --• _ 27 i..p• 17 'i •` • RECr TS- 1 ,6'D.L 1r 0 M - .O�a7a 1rMNI .aO ( i 1 .a a 1 • ■ •r ■ •I � 1 I s T n •. 2 IV.-5400 a TRANSrdIMER DAD 1 -__-- =�sl' /,� i I I z -- x• -ra -�2 .a� r'•' e.e,.00 E girt 1 0 13 =_ - "•roar 1-57.00 - A•s 1-A0.00 - I was 1 y .a I I l.n.r a _ IP3¢T7 p� ` MR) -' a'Gr I-S0. _ .�_ = aN I I -� `t ■ tea. 5- +� , E � ms=- a I r ■ 7T rl ,�-•� !} 1 J,. •�I' `ENT ------ • -------r-' -- -T-dim T tt 1 ` n W -sill :eaaeo ,{ �I. 1-57.ro f• ,�r:- :..r I I 1 I.aN wi ro. .( •` a -xv _ EA v �dG:oo^ is I ( SA.7s' I AREA ( b ,T'i }�,, ( RESERVE I to 1-/190 /_-_ _- ._- - - ' 'tts,.ao •T I IEAoaD AREA J -- J , • �-a0'D K �At1 GarrR r r• • a ' y f,NKrKu[ le'Dgo 20 / - Ll 1 I 1 1 • �- A4ti l �■ • .as MA.. ` .61E -� M 10 _ 11A FFE D7.7 t j IY,■'ID2•TEE _aN '-E CV I3'CV opir �� SEIGILR a, I CC UTS S Stoneham, JOB ROJECT:NO p & Shop Cotuit Landing DDRAWN BY: John ATE: 06 06 2002 le�ty FIELD SKETCH VILEST Stoneham.MA 02180 Of Massachusetts 'The Construction Testing People'" 0 Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT INSPECTION REPORT Report Date 06/06/2002 Report No. 11 Job Number 7465 Barnstable Building Department Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction " WEATHER: Cloudy, 68 degrees TIME: 7 : 00 AM . CONTACT: Bob Cunningham from Kay Construction OBSERVATIONS: Placement of 2" bituminous concrete heavy duty surface course was performed north of retail building "H" drives over previously placed 2 1/2" - 3" binder course. Emulsified asphalt tack coat was applied to binder course by mechanical means using a trailer tank sprayer. The surface course material from Lawrence Lynch plant in Falmouth was placed using a Cat AP1055B paver screed at a thickness of 2 1/4" to 2 1/2" to accommodate 2" minimum finish thickness after densification efforts, which were performed using the Hypac C350D twin drum roller and a Dresser S4-6B twin drum roller making several overlapping -- coverages to depress the binder course to resistance. (One inch surface course at parking areas adjacent to retail building "D" was placed using a LeeBoy 8500 paver screed at a thickness of 1 1/4" to 1 1/2" to accommodate 1" minimum finish thickness) Material temperature at the time of placement ranged between 280 and 310 degrees Fahrenheit. One bituminous concrete sample was obtained (at Stop & .Shop Cotuit location) and transported to the UTS lab for analysis. Results will be available upon completion. See Stop & Shop Cotuit Landing soil report dated 06/06/02 for more information. A field sketch is- enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: William P. Crabtree _n Of Massachusetts 'The Construction Testing People` Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT INSPECTION REPORT Report Date 06/06/2002 Report No. 11 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction cc: 'Stop &, Shop Supermarket , ' Attn: Dan Donahue §top* & ShopfSupermarketJ Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro• Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva ! ? V „,,.ate, L MAINTARI AND PROTECT 07.3 34 N EXSTW savorsSTATOO VM PUMPS MANTAPI ANO PROTECT C, ODR Alm AND CONNECT To VALVE V CgrSTWO WATE 12 le T"r ort TE '.4 See Stop& Shop �,IE IV. %`OA otuit report 1 7 Y I 'or T- oninuation 7 MAR(TAil-A&M AN AND OL2 CT .2 PROTECT E)UST00- PROTECT WSTING C. -2 SEM""MEal"0" sram Oql,� 1/z -15 T, Placement and C= D%0�3_ TO compaction of �i'bituminous concrete L" MOM 1 11 CONW. 2*,0"i — bcr LVL urface course. POOF DOWN TO WTH I RD(WW[It-Art NECESSARY TO,��If-4w -2 On CtLB =70 am Or Placement and P 1compaction of V %box 60',72- bltumlnous APROTECT VE AND A I =IMA' (,concrete surface OLI TV.) Z, AKA "course. E097M BASINS TO .4L. AU I---- K ftEMQ%MTVP) apcw) I COSMG— COWECT" v" AM PROTEC' — AT SIX —7 GEM VA4-10 FETAL is RETAIL ME 87.7. IfA a 24 rIONS in FRO 12 REETrAILL c MAL C ....... .......... ................I AN AND ........... 0638 .......... 5 Richardson Lane PR0 AMtop & Shop Retail Sitework BJohnKieltyUTSStone.)am,MA 02180 JECT NO: DATE: 06-06-2002 FIELD SKETCH EAST Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT TESTING REPORT Report Date 06/04/2002 Report No. 8 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 .Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: N/A 'TIME: N/A CONTACT:N/A OBSERVATIONS: The following are the results of an extraction test performed on a sample of asphalt top mix placed at the above site on 5-16-02. SIEVE SIZE PASSING 1" 100.0 3/4'. 100.0 1/2" 100.0 3/8" 99.7 No. 4 65.3 No. 8 44.0 No. 16 34.7 No. 30 22.1 No. 50 8.1 No. 100 4.0 No. 200 2.1 Asphalt Content - 5.6% Inspector Premium Travel Name Time Hours - Time L. Crabtree No REVIEWED BY: William P. Crabtree / Of Massachusetts 'The Construction Testing Pe"opte, Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT TESTING REPORT Report Date 06/04/2002 Report No. 8 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction CC: Stop Shop Supermarket Attn: Dan Donahue - Stop & Sliop Supermarket ,'. ,, Attn: Arthur Joubert' Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod-Ready Mix Attn: Jay Pleva r Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 06/03/2002 Report No. 56 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 72 degrees ' _TIME: 7 : 00 'AM , CONTACT: Bob Cunningham from Kay'Construction PURPOSE: Observe earthwork construction EQUIPMENT: JCB 215 backhoe, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of precast concrete curbing continued using a JCB 215 backhoe to the proposed elevation at the bottom of curb exposing previously compacted granular fill, gravel base and/or natural sand deposits which received a smooth bucket finish to depress any disturbed soils to resistance prior to the small plate compactor making several overlapping coverages to densify base. Upon installation and placement of precast curb sections, backfilling was performed using JCB 215 backhoe to place and bucket compact excavated materials followed by 4-6 overlapping coverages with a small plate compactor. Concrete was poured in place along outside face of curb sections to the top of 'binder course elevation. Excavation and curb placement is ongoing. A field sketch is enclosed for review.. These observations were related to Mr. Cunningham prior to departure. Inspector ' Premium Travel Name Time Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard V "OM STATION NTH FWP3 MAINTAIN AND PROTECT L 33 -34 00STINQ SERIACE3 5 — NPAWAIM AND -rw L.on EAQ," SI OWASE r Ali� WSTAI 12'-4w We Rn At =ATE t Em HYDRANT ;:E OCATE /12'LVL WANT T! on Ile W rZ 33 Ak- IECT EJUSTW11- AND Aid r RECCHHECT MW PROTECT 9MVING .#LN -15 s: C=3 �V TO a - N E= Excavation and OIL /lK 2�0 I ROW DRAM linstallation of precast I • TO 10TH u TO -2 ;curbing continues. RTI —4 M el a IrD ---- 09-7 94 ALL -14 Le 60',7.r IROTEC RESERK d ADV VE 60HIND AREA 6 1.6.190 '4 (TV.) AKA 845"TO PULVA AU —lr-- K TYP) ""'X% 2D (nwAj 00164ECTION AND PROTM j SM 4(AT XM , Z'H- SOM0 wo IL 0 rE MA o -6 A AND 0 TV omw 10 IfA FFE 57.7. q 24 FRI.1 Z�s FETAIL At C c AND .... • .......................... NIBRA .... .... .... ... ... ....... n, 5 RlchardSOn Lane JOB NAME: S top & Shop Retail Sitework DRAWN BY: John Kty ITS Stoneham,MA 02180 PROJECT NO: DATE: 06-03-2002 iel FIELD SKETCH EAST Of Massachusetts_ 'The Construction Testing People', Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 06/05/2002 Report No. 56 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy, 70 degrees }_TIME: 7: 00 AM CONTACT:Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 416c backhoe, small plate compactor, 10-wheel dumps, Gradall XL5100 excavator TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of granite curbing continued using a Cat 416C backhoe to the proposed elevation at the bottom of curb, exposing a blend of previously compacted gravel base and dense grade, which received a smooth bucket finish to depress disturbed soils to resistance followed by 2-3 overlapping coverages with small plate compactor to densify base. Upon installation and placement of granite curb sections, concrete from Lawrence Redi-Mix was poured in place along outside face of curb sections to the top of base course elevation. Backfilling of installed curb was performed using the Cat 416C backhoe to place and bucket compact excavated materials. No further backfilling or compaction efforts were performed on this date. Installation operations are ongoing. Placement and grading of a 6"-10" lift of screened loam was performed along north roadway shoulder using a Gradall XL5100 excavator to place and evenly distribute topsoil material previously stripped from site and screened offsite for reuse as loam. Placement, hand raking and distribution efforts are ongoing: These observations were related to Mr. Cunningham prior to departure. Inspector Premium ' Travel Name Time Hours Time J. Kielty No Min Day 1 Hr(s) REVIEWED BY: Chuck Fraser Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 06/05/2002 Report No. 56 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis', MA 02601 Contractor Kay Construction �. cc:-, Stop & Shop; Supermarket- Attn: Dan Donahue Stop, & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard t i ! i O J REMOVE E LSTINC 10'PLuG AND 12'XB*X12' TEE W _CONNECT E)OS)MG 10" wATER 2- 12' GV m MAIN TO NEW If WATER MAIN U 12'x1D-94CREASER Q CEVERrilf-OSTERNLLE 90E ROWVE COSTING Ir PLUG AND CONNECT COSTING 1T WATER _ MAIN TO NEW 12' WATER MAIN rmrnr WE 1 !r iq - 4lB✓•Ot - A-NS^NV eriz Ii 61H NSTAR NE-17B �� '• �t A MH 6591070Cj It � 1 t Q I! APPROXIMATE LIMIT OF WORK TO BE PERFORMED UNDER A SEPARATE OFF-SITt IMPROVEMENTS CONTR�CT 10 ! rsE-Nn.i. \ Nstar 90:2 • o .i1A u aea;e j s 23 8T MHw 1 - RETAIL C ..- f . _... . Q i _ GA3 — � ur S Placement and Z distribution of APPROXIMATE OMIT OF _ screened loam. TO BE PERFORMED UN A SEPARATE OFF—SI }-- IMPROVEMENTS CONTRACT 0 ♦0 90 I SCALE IN FEET TS5 Richardson Lane Stoneham,MA02180 JOB NAME: Stop &1 Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 3 PROJECT NO: DATE: 06-05-2002 IGROUND VERIZON NSTAR NEW U71U1Y POLE COMPLETELY UNDERGROUND •VERIZON TO QO UNDERGROUND 8 CONDUIT(47 "STAR TO GO UNDERGROUND 8 CONDUIT(80) I :< :.. .,..��'. xcavation and , nstallation of _;;;�...,,,• '" ranite curbing ontinues I rPt�t� �.r r.w �r� err rrs +ow= onwr r�. 1gkj�RtC BURS A I�i��iZi�arNE ��i�N TRENCH : (6) 4' PVC VERIZON qs '�h J a1• ��i�'.:�� x-.`P�e, ,� - `'=Y+'��`':`-'!r--sP.`.� �':�`��"".S,\.,_.,-'Y�?�°''.,`� .. ...... �. ".�'W� .. �„ ''iM�'�a r{��rsSw+`� �. e�'v�� .'"'��J+,w i�.r�a�r� .. •�.••:n:....,_ ... 'n; .._........_,i.,� .... ..•..... .....•.... ...�:............•... ,..._...•`.........../J...... ..... t.• ,�.�f:+h•^ ... _4 ::�.i . �'.:5.:�. .. ._- 17 IN PT 4 WAR NE-1781Eww b OONDUi MW 8"10 ft. 1640M DETAILS A A 8 � 5 Richardson Lane JOB NAME: Stop Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 06-05-02 �� 8c Stoneham M,ao2�so PROJECT NO. FIELD* SKETCH 2 of 3 DERGROUND 6 00NDUIT(41 130ROUND d 00NDUIT(W) EXUFM AERIAL UTILITIES TO REMAIN AERIAL Excavation and t installation of granite ,•, ''? curbing continues �� t VERMW 1E'X6'XT'MH •J (.I i�r.i t ,t. .. 1 .. VA. 184M 1 i • r �� W"pNo W r ► ZONi�:K IN. � ..��CH�� d�0� MM0 PVC K- �r ��. �� a.r� �■ �. rr. ■� r. (41 4' PVC vE Z01,A ;,c: RrtotA(am i kx I!{100AT® (6) 4" PVC VMZON �y AV QM- i / 4 1 •�� t' Y Ic�`i.............. i.../„utti,r,... ._?...............�,, i,`,r�}:�^._.......,.. ... ........ ..�......_:z. . ._.._....... .....�.::'". .,...,..... __._ ....... .........: .. PT L"114.142M ...........�.. ... �`�t�....... .... ............ .........�,..._.......... ................ .,.,3•:.tt.J....._... .�;f..rt'.f�<tr_......._ ...., .r ............ .............. - ytl.r4 r•..., - r!•.Y'..ate.. w,t, • 1 IT 1../' 1. la •t.,. f ' SEE�� .. !► (/ TpacH AToN (1!V.LO",V DEEP) T W1� l ��S 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 06-05-02 f• V Stoneham,MA 02180 PROJECT NO. FIELD SKETCH 3 of 3 � Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 06/07/2002 Report No. 57 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction r WEATHER: Rain, 62 degrees TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10-wheel dumps, Gradall XL5100 excavator TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: The placement and grading of 6"-10" loose lift of screened loam continued along north roadway shoulder using a Gradall XL5100 excavator to place and evenly distribute topsoil material previously stripped from site and screened off site for reuse as loam. Placement, hand raking and distribution efforts are ongoing. These observations were related to Mr. Cunningham prior to departure. Inspector Premium - Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Of Massachusetts 'The Construction Testing People' 0 Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT INSPECTION REPORT Report Date 06/04/2002 Report No. 9 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 68 degrees .TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction OBSERVATIONS: Placement of 2" bituminous concrete heavy duty surface course was performed at building "F" drives over previously placed 2 1/2" - 3" binder course. Emulsified asphalt tack coat was applied to binder course by mechanical means using a trailer tank sprayer. The surface course material from Lawrence Lynch plant in Falmouth was placed using a Cat AP1055B paver screed at a thickness of 2 1/4" to 2 1/2" to accommodate 2" minimum finish thickness after densification efforts which were performed by a Hypac C350D twin drum roller and a Dresser S4-6B twin drum roller making several overlapping coverages to depress the binder course to resistance. Material temperature at the time of placement ranged between 295 to 315 degrees, Fahrenheit. One bituminous concrete sample was obtained and returned to the UTS lab for analysis. Results will be available upon completion. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: William P. Crabtree cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop'Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva � Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 06/04/2002 Report No. 89 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Clear, 68 degrees ,.TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork, construction EQUIPMENT: Cat AP1055B paver screed, Hypac C350D twin drum roller, Dresser S4-6B twin drum roller, emulsified asphalt tank sprayer, Cat D4C dozer, Cat 436C backhoe TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: "'I t- - Elevating and grading of bicycle/pedestrian path gravel base Bourse, north of building "F", was performed using a Cat 436C backhoe and Cat D4C dozer to evenly distribute and depress placement of 8" .lift of offsite gravel base consisting of F-M-C sand and gravel, trace silt to proposed elevation at top of gravel base course. Material was transported to site from Lynch pit in Falmouth. Placement and grading efforts are ongoing. These observations were related'to Mr. Cunningham prior to departure. 5 Insctor 1 Premium A-may= Tra pe %el' •- :a : Name Time Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue ' -Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects } Attn: Dave Campbell ' Vanasse Hangen Brustlin Inc Attn: Steve Chouinard y 22� .aR / ■1'•�� :,:23 APROXMATE LIMIT OF WM TO BE PIWORMED .� /r .x■ - ` UNDER A SEPARATE MASTEITATTJI TREATMENT I �' .xl• - PAOUTY c0N11McT 00") C r ONG(sEE te) `,, •• 1 • '��.__2-T PVC / .1 r#. Pa+cE MAxs ZENON WASTEWATER n' tvK Ir■ W Zip( fib TREM EW FAC E xrwzAlw 1 r)..tTY • ;/ --- ( •R '••.,..,Y.:iYt`1iJ�11O STATION - IMDERGROIRO 7RPAl11pR TANK y1•• "'_ UGE/T GF'0a Reis ` GENERATOR AND ENCLOSURE . ! .... Y,- to y VALA.T r O• ^Y ......... •• r p, 7RPRESSLIIRE AN40RILR PM } LD f IF Y±•' ,1 '� � �G S n S 'xEo I.DT.so f UO[/.—p'r°91'n • 29 t� to In u e oYC,• d MAINTAIN AFD PR07ECT TAXI( b „/� CIeSIINC CREASE TRAP- .1 / T —' ') `I.! ' y1D •- / r'� _ IMsTALL 1T-43•BOO AND CONNECT TO _xr29 al.. ,y •1A t 7• VALE M EFSTM■ATTR U NIF )/ ®;!y � j1`S� - RELOCATE'1fT , . - fff� .w '1 I FY�-Y 1 MAINS 1 tL"II STtl1�\ �`..'- '-�•��. / A BUILDING 'F' 4 i Elevating and grading PPROPOSED STOP & SHOP of bicycle/pedestrian1 SUPERMARKET — M`, I11111 I1i11 1 • 111 I111 11 1 I 1� ■ 1,1 NLIRC ,I,1, . � � � path gravel base M-60.0 / course RECCMWCI '. 11 . :nID ;, .x, _ "°I.00 Ii. '1 - ;' 'r Placement and �r;,;i K: ( � i Como, I - 'wM a'TRATICMA"Ts�Racompaction of 15 UI.73 t.d/0 TTI1�jT 1.61.0E +I IC■ '� ' 1,1, ''; ,£,,(bituminous concrete _t;,I;/;I 1` ` Q ' yt; '��•r;' , I" v. 0 {i �{ ,;,:11 t surface course.Typ. -s,.m Ir ,_..7✓• . ST WAD fytix• -tom%F �� + 4 ti fi NpY , U 1 .vim I "t �( L IB >S�`��1V ]?LK 2 D•• 1 O 25 IV.-54,00 TRAI/SFENIQI PAD �e ( E -- �I 1' i I I IS y' 1.61.0E ,'' R ;>( o•,n 'a' 1 e ——•` ••� ~ - T.57.00 - `n�in 1-5a6wo Bituminous i am --- r '• TOR E f1-01-00 �Y I I. '� -t_== . concrete sample _ +. E_---22 locationVMT r _ /! +i 0 .IIAS.. .�� ✓N I---------1 Y� ------ L'-VLu E9-7 ,'' f .eat• '�"`• %aw I I Y�-r % 'P �CAu,,�a :av 1 h M47.70 r` >f� is Y I.i,) I oa .0 t _--- J l( ' tcAD AREA `~ to CCb 2-6190 a Y _ '/t-� r' i -,r••.��>.vv �2S �o� IMs SA t. • -- ■ ■ -------r Y.1 . e�:• ■ C 17 r• t �5 L�.> :J-1 _—.'I 2D �F 1 . 1 _ . _ - •lalO TOTAL ' r tYUtn•L,CT 1[L L - w 10 NIA u" EFE-67.7 - ■ 1 1 ' AIBAI,,t _q CV • :I �1/T$' Richardson Lane JOB NAME: Stop 8� Shop Cotuit Landing DRAWN BY: John Kielty FIELD SKETCH WEST PROJE CT NO: DATE: 06-04-2002 T I Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 06/04/2002 Report No. 25 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 68 degrees TIME: 7 : 00. AM CONTACT: Bob Cunningham from Kay Construction & Carl Grassetti from Grassetti Bros . PURPOSE: Observe earthwork construction EQUIPMENT: Bobcat 753 skidsteer, Bobcat 773 skidsteer TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Elevating and grading of wastewater treatment site was performed using a Bobcat 753 skidsteer and a Bobcat 773 skidsteer to place and evenly distribute clean granular fill consisting of F-M sand, little F gravel, little?silt. Area was backdragged using skidsteer buckets to depress placement to resistance. No further compaction efforts performed this date. A field sketch is enclosed for review. These observtions were related to Mr. Cunningham and Mr. Grassetti prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro 4 �. ;'Landry Architects; Attn: Dave Campbell Vanasse -Hangen Brustlin, Inc. Attn: Steve Chouinard i APpRD� l 'Eqd yRrF 13.000 GALLON � H PROj�nNor l >I�ALJZA TANK allobcTANK1.ODO GALLON to'xe-3 o�) Elevatin and grading �S C� WNT (11'-i'x22'-2"x93 ih"DEEP) I -2- PVC COND. Iof treatment plant site -, �I ith clean granular fill .> 15.000 GALLON -� AFRATON TANK REOW VNT RIs (7"°i'- 'x29'—IiO'x9'-3 WDEEF) J - 2' PVC CONDUITS FOR NaoN a SUCROSE TUBING :91w �. '' ♦ VENT AND SENSOR PARING "� \ ' �` e ♦ R15£R VENT TO ROOF (� ;:"' �.k jJ� :� FI^'� c.; •' :". � — �os: ,mac 6" r r, y 68 STOCKADE ;t`l:t,....,:; t..;. ♦ '•� {•$ Rie}�•� ,.j -0 �� 6EA'EEIATP�`` �� "'• _� :.; ..�;,�• W �,„� �s'o IFy!;� • l� ��'. tt_•��, :N (GIP) 7� ockv SfANDA" 1 i 11,OD0 GALLON ' _� R JR fOtC%: fi4.3 1 ` ATYVE7AEA SETTLING TANK ! w C < ; -VALVE / %. (II'-4'x22'-2'x9` 2WOEEP Il�4 '� CHAMBER 1 k F? f (RECIRC)10) 03.75 ./ i •4j' /. VOE T USE T • • % YI1LYt`c CHAA*3ER �. i DOSING JGl t C r I PL) P STATION • `. ( 19 NOW w O �rr�w��r■ ■��wta � �wtar.wr�w�i �rrrwNw�ar�wt+'rrt.w�r8 r o �-- ', . bra � ��` '•� (,JTssRichardson L MA eoJOB NAME: NO Stop & Shop Building "G„•DRA 6 Y: John KieltyFIELD SKETCH BLDG "G . °= Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 06/04/2002 Report No. 55 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 68 degrees J _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 416C backhoe TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑g Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of granite curbing continued using a Cat 416C backhoe to the proposed r elevation at the bottom of curb, exposing a blend of previously compacted gravel base and dense grade, . which received a smooth bucket finish to depress disturbed soils to resistance. upon installation and placement of granite curb sections, concrete from Lawrence Redi-Mix was poured in place along outside face of curb sections to the top of base course elevation. Backfilling of installed curb was performed using a Cat 416C backhoe to place and bucket compact excavated materials. No further compaction efforts performed this date. Installation operations are ongoing. 'These observations'were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard V� O _J w REMOVE EXISTING 10•PLUG AND 12•Xa'X12- TEE •CONNECT E1a5nNG 10' WATER 2- l2" Gv MAIN TO NEW If WATER MAIN ,,^^ 12'— r' U F- 1YX10'INCREASER �- CENTERVILE-OSTERNLLE SIDE - REMOVE EX1S1iNG ft' PLUG AND 3 CONNECT COSTING 8' WATER _ MAIN TO NEW 12'WATER MAN tr ra _- a U w-Up enz n I H r a► .� NSTAR NE-17B :an MH 6591070 ELECT C _..._...—... .. —..._. LLJ — --- APPROXIMATE UNIT OF}WORK I TO BE PERFORMED UNCIER A SEPARATE OFF-SITt IMPROVEMENTS CONTR{CT I ME-67.i. 1 Nstar IriRfi � 1 t E 0�0 oi1A 4 ' • _.� F•eY!t' A 24 23 AT&T MH �� 1 -ao_ Q- /AETAL C .s - - - - '� �. Excavation and installation of granite curbing continues y APPROXIMATE LIMIT OF _ TO BE PERFORMED SITE A SEPARATE OFF-N } IMPROVEMENTS CON ACT ; :re I N _ O o ♦0 a0 SCALE N FEET TS5 Richardson Lane Stoneham,MA02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 2 PROJECT NO: DATE: 06-04-2002 { VERIZM NBTAR NEW UTILITY POLE COMPLETELY UNDERGROUND •VERIZON TO QO UNDERGROUND 8 CONDUIT(47 MBTAR TO 430 UNDERGROUND 8 OONDUIT(8") A ' _ xcavation and nstatiation of ranite curbing , ' ontinues + a' •• 'r i r , . .... M..r mow. .... r■ a... .+. +. a. , EXIS71N0 R�CT 6URIA �"o �• 9 ;rt..,,, �; ��Y�6 PIACEO iN TRENCH X .. %dUA '�"' 1�+ .�. .fie... ... (6) 4' PVC VERIZON In— .. ..._ ...,_, .. ... .. '?•.'.•. .. .. ....... .... ..........._ . .... ... ..... .. .. .,.. .,... ....,`. .....�..Jai.......•.. �, 'a 4• .. .._'. .--•r�r_ PT .. ...........; J, v. MN SM10 ft. 18 •, . .. . ,h `• OONDUI SO DETA ILB A A 8 s Richardson lane DRAWN BY: John Kielty DATE: '06-04-02 UTS JOB NAME: Stop & Shop Rte 28 Improvements j f .... . Stoneham..MA02180. . - -- PROJECT NO.. . ! fh F)Ft-7 �fCF_ TCH Z OF Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 06/03/2002 Report No. 54 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 72.wdegrees _TIME: 7 : 00 AM CONTACT- Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 416C backhoe, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: 0 Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of granite curbing continued using a Cat 416C backhoe to the proposed elevation at`the.bottom of curb, exposing a blend of previously compacted gravel base and dense grade, .. which •receivedia smooth bucket finish to depress disturbed soils to resistance. Upon installation and .-placement of granite curb sections, concrete from Lawrence Redi-Mix was poured in place along outside face of curb sections to the top of base course elevation. Backfilling of installed curb was performed using the Cat 416C backhoe to place and bucket compact excavated materials. Writer advised Lynch Construction supervisor Richie Robbins that compaction of slant curb backfill should be performed at -a11 previously placed but non-compacted slant curb backill locations to prevent granite curbing from falling away from roadway through washout or accidental displacement. No further compaction efforts were performed on this date. Installation operations are ongoing. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser Of Massachusetts. 'The Coiiri s' tructibn Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 06/03/2002 Report No. 54 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, , MA 02601 Contractor Kay.Construction may' CC: StopW& Shop Supermarket Attn: Dan Donahue Stop '& Shop Supermarket ''Attn: ArthurlJoubert Kay Construction Corporation Attn: Michael Collentro f Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 0 4 f - 1 i I J � p Of Massuchusetts Inc. "The Construction Testing People". FIELD REPORT PROJECT: Stop `n Shop (Store 066) PROJECT NO: 7404 Cotitute Landing LOCATION: Maiston Mills, MA ':WEATHER: "" Snow, 30' DATE: December 26, 2001 'CONTRACTOR: Kay Construction PURPOSE: A site visit was made to the referenced project to review the foundation subgrade conditions. The project includes the construction of a new Stop `n Shop supermarket. The store will consist of a one-story, steel and concrete masonry framed structure approximately 61,000 ft2 in footprint area. It is designed to support the building on a conventional spread footing foundation with a concrete floor slab=on-grade. Based on review of the Site Plari,grades within the building footprint are shown to vary from about 60-65 ft with some localized stockpiles up to elevation 70 ft. The first floor elevation is noted to be.65 ft therefore requiring shallow fills of about 1-6 ft throughout the building. The Geotechnical Report prepared by.GZA dated September 2000 was reviewed as it pertains to this visit.' Based on this report,the subgrade conditions below a shallow.topsoil and subsoil horizon are expected the include sandy soils with little gravel and trace silt. Some localized fill about 4-8 ft in depth is located iri the SW building area being associated with.the forementioned stockpiles. Groundwater-is expected to be at least 30 ft below grade and therefore have no impact on the site construction. The fill as well as the organic laden topsoil and subsoil horizons are to be removed from'the building areas. The footings are to gain bearing support from the parent sandy soils or compacted structural fill based on an allowable bearing capacity of 3'tsf. At the time of this visit, the building and pavement areas had been stripped of the organic topsoil horizon. The underlying subsoil, which is about 12-20 inches thick, is reported to also have been removed in the building area. The existing fill located towards the SW building area was also removed from the building footprint to expose the parent sandy soils. The central portions of the building area are receiving some fill. The fill is being generated from the detention basin to the west of the site-as well as from an infiltration system in the parking area. Based on review of the excavations,the site soils vary from a fine to coarse sand with some gravel to a fine sand with little silt. The site soils,however,generally consist of a brown, fine to medium sand with little gravel and trace silt. The fill was being compacted with a large vibratory roller this date. A representative from UTS has been on-site to review the removal of the fill and organic layers, review the subgrade proof rolling and perform field density tests on the compacted lifts. The results are being sent under separate cover. Some representative samples of the sandy soils as well as the subsoil were recently submitted to UTS for gradation and Modified Proctor testing. Again;the results will be submitted under separate cover pending completion. These samples will be reviewed with respect to the Project Specifications: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 l Stop'n Shop December 26,2001 Bamstable, MA Page 2 of 2 Based on the foregoing summary, we provide the following comments/recommendations: •. There -are some discrepancies between the Geotechnical Report and the Earthwork Specifications that should get clarified. - First,the Specifications note "Clean Granular Fill" to be used for general.site fill below building and pavement areas. Based on visual estimate and review of the Geotechnical Report,the site soils generally do not conform to"Clean Granular Fill"(sandy gravel type soil).'The Geotechnical Report, however, states that the site sandy soils should be.suitable for structural fill in building and pavement areas. We technically concur with this recommendation but should have approval from the owner, architect and/or design engineer in this regard. As previously noted, some of the sandy soils have.already been used for structural fill in the building area. • Another discrepancy is the use of the silty sand subsoil layer throughout the site. This layer contains minor loam,organic constituent and root matter as well as having a high percentage of silt and clay. Our review of the Specifications indicates that the subsoil should be stripped/removed from the building and pavement areas. The Geotechnical Report states that the subsoil need only be removed from below structural footing areas and may remain below the floor..slab.and pavement areas. It should be noted that the subsoil has reportedly been fully removed from thebuilding area but remains in the pavement areas. Again, UTS seeks clarification with respect to the removal of the subsoil. • The Geotechnical Report states that the subsoil may be used for structural fill in pavement areas provided it is located greater.than 2 ft below finish grade. Some subsoil has already been used for fill in the pavement areas to the north of the building. The Specifications do not allow subsoil to be used in pavementareas but rather be used as Common Borrow-in non- structural landscape areas. Please provide clarification as to where the subsoil is deemed suitable for use as fill on the project. • Based on review of the Geotechnical Report,the recommended seismic Site Coefficient is noted to be SZ with a value of 1.2. The Structural Drawings indicate that a Site Coefficient of S, or 1.0 was used for design. This should be reviewed by the design engineers. The above items were discussed at the site this date with Kay and Lynch. Should you have any questions or require additional assistance,please do not hesitate to contact our office. UTS of Massachusetts, Inc: Kevin M. Martin, P.E. Geotechnical Engineer 6 hours incl.trv. lmim 16/uts01/122601.rpt n kD � �Qnc�i C-0 LAi �01 a� �. a .r j Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/30/2002 Report No. 14 . Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy/drizzle, 50 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction & Carl Grassetti from Grassetti Bros . PURPOSE: Observe earthwork construction EQUIPMENT: Cat 325B excavator, Krupp 10-wheel crane TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation to bottom of dosing pump station was performed using a Cat 320B excavator to the proposed elevations exposing natural sand deposits which received a smooth bucket finish to densify disturbed soils. A 12 inch bed of 3/4" stone was placed and evenly distributed at bottom of excavation using a Cat 320B excavator to the proposed elevation at bottom of treatment tanks. Stone originated from P. A. Landers pit in Sandwich. Installation of two precast sections of dosing pump station was performed using a Krupp 10-wheel crane to place and assemble precast sections in prepared excavation. Sections were placed upon previously 'placed 12 inch bed of 3/4" stone. A field sketch is enclosed for review. These observations were related to Mr. Cunningham and Mr. Grassetti prior to departure. Inspector'. Premium a Travel Name Time . Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard kq, 15.000 CALLON ANOx1C TANK yviFpq P SRO 4 0�A� 11.000 GALLON RQ C n Ory�S l TWO WO TANK C aS�4l � `VENT R (11'-4'1Q2x9 S 44"OEEP) I - 2' PVC COND. (SuCROSE) 15.000 CALLON NMI M, AERATION TANK TWO REQUIRrT '-4'Y20'-10"x9'-3 WDtEP) ^.� \ 3 - 2' PVC CONDUITS fOR Nam a SUCROSE TUBWO .w.Ae , / �- 69.1 ` VENT AND E04SCR WIRING "' J x 7 RISER VENT TO ROOF Excavation for dosing / �• f o ctI h `� Lur OF pump station. 2.5 7�•fd 7 ��1 ` �'Tffl" Placement of stone 6 base. A I G7 ,. s4, 95. .�\x -� e' �� +. _ `o s 8e nnE \ ` "-- •_QDNC.R>AQ ` ? A (DIP)s �� x5GEN C 1 .. +. r (DLP)4-4' O •.. .:� +.ti 4:45 J "+'fir � i � ' 93.9 ♦ 0 1P) 1 D ' 1� p 1 r G cTi � ` :� a '� y• Wac l t AREA STANZIAM eQ° 1 11.000 GALLON DROP FOOTING "d!�s / !�PAVEMENT j i f! SETiLINU' TANK VE (11'-4'x22'-2'x9' 7 3/4 OW CHAMBER g Lj k t (RECIRC.) y 4.4 i 6 cr Q� 1-62.50 i � — U75' 63.7 i hqg� - .t piAME3ER � 1 '�`• ,) 4 i / DOSING j J PUMP STATION A L .,�a+.'B Sa�rrrrrrrr rrr.�. 4aYrr..r� r� >•sawaar■ a�JI��a�ae•.�aMaOn& as wra�aaaarawaaiaaar+ 81 UTS sRichardson 02 80PROJ C NAME: Stop & Shop Building "G�� DATE: 04-30.02-DRAWN BY: John KieltyFIELD SKETCH BLDG "G" O. Of Massachusetts i 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 94/30/2002 Report No. 1 Barnstable Building Department Job Number 7462 Attn: Michael Trott Project Stop & Shop Landing Retail D - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy/drizzle, 50 degrees ' _TIME: 7 : 00 AM 'CONTACT-. Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Bomag Supra heavy plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Finish grading of previously excavated footing elevations was performed by hand. Natural sand deposits exposed at bottom of footings were densified using a Bomag Supra heavy plate compactor to make 4 to 6 overlapping coverages. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel r Name Time Hours Time J. Kielty No REVIEWED BY: Chuck"Fraser ' . . cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard .I wrwl`r �o ws +�� +w� w mow. �r wv QUIP sm— P Ii�64. rading and • s7 compaction of • `' noting excavation . .F 4�.1TS St Richards MA0218JOB NAME: Stop & Shop Building "D" DRAWN BY: John Kielty FIELD SKETCH BLDG "D" PROJECT NO. DATE: 04-30-02 Of Massachusetts I* 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/30/2002 Report No. 40 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy/drizzle, 50 degrees TIME: 7: 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, John Deere backhoe, small plate compactor, Bomag Supra heavy plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of precast concrete curbing was performed at retail parking area using a John Deere backhoe to the proposed elevation at the bottom of curb exposing previously compacted granular fill/gravel base which received a smooth bucket finish to densify disturbed soils prior to several overlapping coverages with small plate compctor to densify base. Upon installation and placement of precast curb sections, backfilling was performed using a John Deere backhoe to place and bucket compact excavated gravel base materials, followed by 4-6 overlapping coverages with a small plate compactor. Concrete was poured in place along outside face of curb sections to the top of binder course elevation. Excavation and curb placement is ongoing. Excavation and installation of underground electric and telephone utilities to retail building "E" continued using a Cat 436C backhoe to the proposed elevations exposing natural sand deposits/subsoil blend. Concrete encasement and/or backfilling of installed ducts not performed this date. Excavation and installation of sewer pipe connections to retail buildings "D" and "E" was performed using a Cat 436C backhoe to the proposed elevations exposing natural sand deposits. Upon installation of pipe, backfilling was performed using Cat 436C backhoe to place and bucket compact 12"-18" lifts of excavated materials, consisting of a blend of natural sand deposits and subsoils, which received a smooth bucket finish to depress placement to resistance, followed by 2-3 overlapping coverages made with a Bomag Supra heavy plate compactor to densify lift placement. These observations were related to Mr—Cunningham prior to departure. Of Massachusetts 'The Construction Testing Peophe' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/30/2002 Report No. 40 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Inspector Premium { o Travel Name -�a Hours 41. .` Or- Time ..f '8 J. Kielty No i REVIEWED BY: Chuck Fraser CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 1 J I V, WAINTAIN AND PROTECT 97.3 34 EMING SMIACC5 STATION VVTN PUWPS 151W�4_0 mAWAN AND PROTECT .4,VARi PROTECT Ex.. CINEASE TRAP Put U _4 INSTALL Or-45*WID V vy w w &RELOCATE ;PT DOSTWJQ HYDRANT IT RELOCATE S L K4 T CT EIGS I RECONNECT SEIM CONNE7 ows IrD J, --jcL.- Tc ■ SErX RETAIL ImGw"A. 7- CABLE COWNEQX CONE' 7. TO WTH # = ROOF DRAIN L On c 1.41'r4ki "Iow 1 r _TM Excavation an rq.IS 2 installation of precast 2 curbing. I if IN ---- ---- VfALL 12 1. N Uj d ■ PROTECT Excavation and RESUME 1-5390 Tw.)AND VE AREA - , installation of RAW ALI underground electric 7 4VUf"'r LXI"M &telephone =====continues. rw CONNECTIONAT .-—-—-—-—- S--—-—- --—-—-- - VC FETAL 10 WTAL TAN Ale 3 TV CTCIOSnyO to CTIONS 46; ME- 7.7 \5 Excavation and 24 i T'21 00, installation of 23 AL9 -am :4 sewer pipe FETAL c ...... L!), i MAINITAIN AM ............... .... .. VISTING UTILITY W35 A ........ I....... 5 Richardson Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John KieltyFIELD SKETCH EAST ITSSIonelam,MA 02180 PROJECT NO: DATE: 04-30-2002 �• Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/3 0/2 0 0 2 Report No. 37 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy/drizzle, 50 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from-Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10 & 18-wheel dumps, Cat M318 excavator, Cat 950g loader, Cat 330L excavator, Cat 140G grader, Tampo RS166S twin drum vibratory roller, Cat D4C dozer, Gradall XL5100 excavator TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Removal of subsoils and existing bituminous concrete structure along north shoulder of existing Rte 28 (at intersection of proposed Cotuit Landing Drive, continuing east) continued using a Gradall XL5100 excavator to cut and remove subsoil to roadway subgrade elevation, exposing natural sand deposits consisting of F-M-C sand, little gravel, trace silt and areas of dense F-M sand and silt, little gravel, which received a smooth bucket finish to densify any disturbed soils. Excavated materials were loaded on 10-wheel dumps and transported off site. Subgrade was proofrolled and densified using a Hypac C766B twin drum roller making 4-6 overlapping coverages. Several areas of unsuitable soils were discovered south of retail building "C". Soil was removed to a depth of approximately 24"-36" below finish grade using a Cat D4C dozer exposing natural sand deposits: Subgrade was proofrolled and filled using dense graded crushed stone to subbase elevation. Corrective measures were taken under the advisement of Highway Construction Engineer, Dan Mitchell. Excavation, removal and densification efforts are ongoing. i Removal of-existing roadway bituminous concrete pavement was performed along north shoulder of Rte 28, using"a Cat 330L~excavator, Cat' 95OG loader and Cat D4C dozer to subgrade elevation, exposing natural ' sand deposits consisting of F-M-C sand, little gravel, trace silt, which was loaded on 10-wheel dumps to be transported off site. Subgrade was then proofrolled and densified using a Tampo RS166A twin drum vibratory roller making 4-6 overlapping coverages. Placement and grading of 12"-18" lift of dense graded crushed stone from Lynch pit in Falmouth Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/30/2002 Report No. 37 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction continued at roadway excavations along north side of Rte 28 using a Cat 140G grader, Cat 95OG loader and Cat D4C dozer to evenly distribute and backdrag offsite subbase material to depress placement to resistance. Compaction was performed by the Tampo RS166A twin drum vibratory roller making 6 to 8 overlapping coverages to densify placement. Placement and densification efforts are ongoing. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) eA REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc.. Attn: Steve Chouinard 5 O J REYOb WE EXtSI}NG 10' PLUC AND 1Yxe'x12' T1T m CONNECT EVSTWG 10- WATER 2— 12- (.'V r uAw To NEW 12' WATER uaN \ ;_.'••^� — ti . —N �.; U F- u"x1o'rCREASER _. l CENTERKLE-0STER`nt-.E SIDE - -- - - - R06OVE EMTWG 3 PLUG AND COWECT 00STR i 8 WATER = , PAIN TO NEW 1 1- WATER YAM j- Ir :- ~ v 7� eriz 6 h1H NSTAR NE-78 - MH659107'/ ELECT C ... _ .. — _ -�.— _. ._ _ .._. .—a► LLJ W �- — — — -�— —�, Removal of existing bituminous Qconcrete structure and subsoils g xposing natural sand deposits and ' existing highway gravel base FORMED course at subgrade elevation. TE OF—SITt Placement, grading and ENTS CONTRACT 10 t1A ME-a7.� � " Compaction of subgrade and dense �_�,•;t. � R i �< ,*a �' t agrade subbase continues. N Typical-north shoulder Rte 28. " ......'AT&T MH C _ i�' 1TW Ar' OXl4dI'E1JM1L 0b A _ (Approximate area of - removal of unsuitable soils. rRACT o I \ Replaced with dense N / Waded stone. ( / 1 - r 0 40 W SCALE M FEET UTS5 Richardson Lane Stoneham,MA02180 JOB NAME: Stop 81 Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 1 PROJECT NO: DATE: 04-30-2002 Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/29/2002 Report No. 36 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy/drizzle, 45 degrees TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10 & 18-wheel dumps, Cat M318, 330L excavators, Cat 140G grader, Hypac C766B twin drum roller, Cat D4C dozer, Gradall XL5100 excavator TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Removal of subsoils along north shoulder of existing Rte 28, at intersection of proposed Cotuit Landing Drive, continued using a Cat M318 excavator to cut and remove subsoil to roadway subgrade elevation, exposing virgin natural sand deposits consisting of F-M-C sand, little gravel, trace silt and areas of dense F-M sand and silt, little gravel, which received a smooth bucket finish to densify any disturbed soils. Excavated materials were loaded on 10-wheel dumps and transported off site. Subgrade was proofrolled and densified using a Hypac C766B twin drum roller making 4-6 overlapping coverages. Excavation and compaction efforts are ongoing. Removal of 'existing roadway bituminous concrete pavement was performed along westbound side of Rte 28 (south of building "F") using a Cat 330L excavator, Gradall XL5100 excavator and Cat D4C dozer to subgrade elevation, exposing natural sand deposits consisting of F-M-C sand, little gravel, trace silt, and dense F-M sand and silt, little gravel, which was loaded on 10-wheel dumps to be transported off site. Virgin subgrade was proofrolled and densified using a Hypac C766B twin drum roller making 4-6 .overlapping coverages. An area of unsuitable soils was discovered south of building "F" . Soil was removed to a depth of approximately 36" below finish grade using a Cat D4C dozer exposing natural sand deposits. Subgrade was proofrolled and filled using dense graded crushed stone to subbase elevation. The writer and Highway Construction Engineer, Dan Mitchell, witnessed corrective measures taken. Excavation, removal and densification efforts are ongoing. Placement and grading of 12"-18" lifts of dense graded crushed stone from Lynch pit in Falmouth i Of Massachusetts -The Construction Testing People' t Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/29/2002 Report No. 36 Job Number 7466 Barnstable Building Department Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction continued at roadway excavations along north side of Rte 28 using a Cat 140G grader and Cat D4C dozer to 'evenly distribute and backdrag offsite subbase material to depress placement to resistance. Compaction was performed using a Hypac C766B twin drum roller making 6-8 overlapping coverages to densify placement. Placement and densification efforts are ongoing. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel ..~. Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard I I 3 0 -i REMOVE EXISTING IT PLUC AND IZ*XB*XI2' TEE ca •CONNECT C)GSTtNG IT WATER 2- If GV MAIN To NEW If VIATER MAIN X1O*64CREASER area of 'CV ON Approximate a 12 removal of unsuitable soils. Replaced with dense REWNE EMTWG Ir PL,*AM CONNECT EASnNG 8' WATERgraded stone. WM TO NEW 12' WATER MAIN eriz 1 NSTAR NE-178 MH 659/070 j ELECT C LLJ —v 71 f 'Removal of existing bituminous < 1concrete structure exposing natural I APPROXIMATE LIMIT OF�Vm sand deposits and existing highway TO BE PERFORMED uNdER A (gravel base course at subgrade SEPARATE OFF—SITt !elevation. Placement, grading and IMPROVEMENTS CONT"CT Iompact ion of dense grade 24 tqc to f1c 3 ubbase continues. AT&T MH WrAL C —FLOAP) & Removal of subsoils exposing natural sand OF �nw deposits at subgrade IN A elevation. Placement, S1 ACT distribution and compaction N *�V,2- of subbase continues. S 0 40 so IN FEET UTS5 Richardson Lane SIoneham,MA 02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 1 PROJECT NO: - DATE: 04-29-2002 Or Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/29/2002 Report No. 39 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy/drizzle, 45 degrees .TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of underground electric and telephone utilities to retail building "E!' began using a Cat 436C backhoe to the proposed elevations exposing natural sand deposits/subsoil blend. Existing bituminous concrete binder course was saw cut and removed across parking drive. Concrete encasement and/or backfilling of installed ducts not performed this date. A field sketch is enclosed for review. This observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel .Name Time Hours I Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue tStop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro +` Landry Architects Attn: Dave Campbell �.Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard CB-20 L VANTAIN AND PRaMCT COST"o So"Am STATM OW PWPS 2$ MAINTAN AM PROTOPIi VQSTVG GREASE TRA7, Q,"TAif- UAW mf WSTALL tr--45*GM 36 AND COMECT TO ILOCATt DUSTM W�TM UK EMT'_ 12, MIOCATE 8-S "YORANT 7 AIN n4o x" KCOPWXT ■SEVM OWNECIM -1 �Tt DNS :am SUM im cr U-1 TO C:3 :87M wx OAS COME o" On co M I DRAM4NTH a (U)MM-At NECUSk" U& To Pmomw'0-4w COAR). Lw X I 3 LS r 2 -15 lExca-v -1-0-n a 4 nstallation of w- I-- " w un12 — derground electric ALL 2 V, telephone begins. PROTEC W.72, d AND RESEM TYP.)CHW AREAffMLLl Z' i yN 0 EX197M a 4\sbdm ALI AREA m ptoxrvmrvp) A 4k 110" m AND PROMW AT W'm I,-2LD —-—-—-—---;:-S�--—-—- 'w 10 B FETAL wm 0 7 TAN, E- C, 1A g Fit 57.7. • a.n 24 tit 123 nap 1z F -rAJL C ...... AN AND .. ................ ....................... ...... .... jY T e% 5 RiChardSOn Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John KieltyFIELD SKETCH EAST S Stonelam,MA 02180 PROJECT NO: DATE: 04-29-2002 �rrr Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) 'Soil Inspection Report Report Date 04/29/2002 Report No. 79 ' Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Cloudy/drizzle, 45 degrees TIME: 7 : 00 AM CONTACT: Craig Williamson from Kay Construction ' PURPOSE: Observe earthwork construction EQUIPMENT: Truck mounted power auger, hand tamper TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Installation of wood post guardrail was performed along north and west perimeter of building "F" parking areas and drive using a truck mounted power auger to the proposed depth at bottom of posts. Upon installation of posts and guardrail, backfilling was performed by hand, hand tamping at 6"-12" intervals. Installation is ongoing. Excavation and installation of bollards was performed at west parking area of building "F" to the proposed depth exposing previously compacted subgrade. A six inch bed of 3/4" gravel was placed and hand tamped at bottom of excavation. Upon installation of bollards, 3,000 PSI concrete was placed -around base and filled bollard to top where concrete was rounded to a smooth cap. Installations are ongoing. A'field-sketch is enclosed for review. These observations were related to Mr. Williamson prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser t Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/29/2002 Report No. 79 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co. Attn: Arthur Joubert , Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard t i J" 23 _as to AMRpgYATE LIST-.E rook TO BE ATW06m StEPARATE MAS7ET1'A101 T7IEATYEMT �'- I-xID FAGUTT C'OIITRACT DOCI D) -xID (SEE 00ArwD C-le) . r t ' - z-r Pw ZHJON WASTEWATER YAMS TFEATMENT FACLfTY �...�� __`. , i •._27.000 CAE.EpP STATk7R IRIOERCRQflO TREATMENT TANK --1 D lv •..TAKK•PIMP STA11011 ` 004MATUR AND ENCLOSURE VAULT TRAN40R1LA PAD _e ....:::::::._....:::.:.:::.:...••... OO _ �` PRESSURE 009Y6 I n.° 1 1? •: ..` 1 STATI61 MTIN OlA1P3 9 :xp API AM PROTECT 11.000 OAL1-57 \ e1.1 •xa all EXMG GREASE TRAP- sunm TAM - _ AMDPIST�wn4cr 10� "P Alw EMSTM0 WATER LNE ATE i I Jt?a ter' 19 .0 �e� — J---- --e's---!•� \ ' ic�UJUVE tRTR DR°°cMT -..._..- :,9ID ,r. ood guardrail x-r MA iDRCE YAMS Cl3 installation ^ i PROP ,JP � I - V TVI—c7E SUPERMARKET I r,1 1 11 rl Tr I• �(EIRA _ '■ I�1'1'1'i'1'1'1'i�l�r�lh; IQ ■ I 1,, � 1 I,r' ..r�'� -��- '-.:�,i / EFE-ee.o jilisTi_ IIE00MCC7 ,-e,.DD _L__ I - le i l','r�' ,iD I I 1'I J;1' �,- ,_ -.1 plPlta�•" ' -�' t"E •./yu_- IIRTLTRAnd 6ASIY 'I - 1, �I�I : I�,1,1; •' � i t•.. 713 dA.1EC.�MRS 11 - ,1,1,1,1� 1 ,I,i -el Ol 1'1','1 _ 6 16iMIfYIDE I '1 1','I'1', o • .'0 1 IA 1 r t I 1 111,r 1, - Bollard installation .�.� �a v a m Q to 17 zA'D 1 1 :►n < a cr Los o- .• ' f r .m.t -04 as .. T 3t _ TRANSFGU•A PAD ° a—r�yl' /,' I I ly __t- .E 'x■'. ¢e 1-77.00 e'S f-E0.00 - Fr , , I -tID — •Il. .s ■ e•crt-Sa - /�_ — .■./� ~ .■.79 —� : A /I �) IV am �' .xID 1-61.00 PIS _,.,, roRcaF o' r:~ �. ~ E===-�--- I • e ■I-====_=�_, T�T,�, 7 VO4T ------- ----_.--- W T _�;e •4� r'` ' •.v 1� ..� �� 1 I I 1 D y6� • t-SL70 ri ¢ I , .le 9EYRVE }��) :T/m 1 E, .a, �_ is I 1 hR�, i EL AMA .xID I - Q✓-..� '00 I �VE I I I s 1-ea90 -� '_- _-_ _ - - - e1.00 J fT j IEAO■10 AREA I g ;° �. - - f- - I _ - I ■ -----�-- • • -------r- wl inn ) / C / _ t1U[A�[ toD ■ Y- -- --------- D .29 10 S —_— QE•9—_ -- -- _—_— D - �—qy�--- Q L,r I'm A 11 FETAL 1 t¢.� 7 ■ t.ew e7.7 ' - �rICYCt-L -t•« Io nA rsi[wx8*xjr TEE - -n. i or CV 5 Richardson Lane JOB NAME: Stop & Shop Cotuit Landing DRAWN BY: John Kielty FIELD SKETCH WEST Stoneham,MA02180 PROJECT NO: DATE: 04-29-2002 — � Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/29/2002 Report No. 3 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 WEATHER: 40 degrees .TIME: 6 :30 A.M. CONTACT: Bob Cunningham and Craig Williamson of Kay Construction SUMMARY: A visual re-inspection was conducted of all masonry placed for the Stop and Shop, building G. The visual walk around inspection revealed that all materials used and C.M.U. placed was in compliance with the project specifications. The Calcium Silicate veneer at the front elevation has been washed down and is complete with the exception of several sections which will be placed after the doors are installed. At building G, the waste water treatment plant, all exterior masonry has been completed in compliance with the project specifications. The 8" C.M.U. interior walls are scheduled for placement and grouting on Wednesday 05/01/02 at--which time the 8" C.M.U. will be completed for lab testing. These observations were related to Mr. Williamson and Cunningham prior to departure. 1 GENERAL REMARKS: Inspector Premium - Travel ,Name.�..r_^ Tins.^ x:3 urs Time" P. Viscione No Min Day 1 Hr(s) REVIEWED BY: William P. Crabtree cc: Stop & Shop Supermarket Attn: Dan Donahue w r Stop & Shop Supermarket Attn: Arthur Joubert -Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell ' Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva � � � Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/26/2002 Report No. 38 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 55 degrees TIME: 7 : 00 AM CONTACT: Bob -Cunningham- from Kai' Construction PURPOSE: Observe earthwork construction and perform field density tests EQUIPMENT: Cat 950G loader, Zip-It AZ480 asphalt zipper, Cat 140G grader, Hypac C850B single drum vibratory roller, Cat 436C backhoe TEST METHOD: ❑X Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Maximum Field Test Percent Dry Dry Percent Elevation No. Moisture Density Density Compaction Location (Feet) 1 8.7 135.1 134.1 99.3 See sketch Top of gravel base 2 8.7 135.1 134.6 99.7 " OBSERVATIONS: Grading of retail parking subgrade and pavement base course continued south of retail building "A". Pulverization of existing bituminous concrete pavement was performed using a Zip-It AZ480 asphalt 'zipper attached to a Cat 95OG loader to cut and grind bituminous concrete in place. A Cat 140G grader was utilized to expose existing compacted subgrade to the proposed elevations. Reclaimed bituminous. concrete was blended with existing granular subgrade for re-use as reclaimed pavement base course. Compaction of subgrade began with the Hypac C850B single drum vibratory roller making 6-8 overlapping coverages to provide a dense stable surface. Grading, distribution and compaction of reclaimed pavement base is ongoing. •-Excavation.and installation of water line to retail building "E" was performed using a Cat 436C backhoe :to the proposed elevations exposing natural sand deposits. Existing bituminous concrete binder-course -was saw cut ,'arid removed.. Upon installation of pipe and structures, a.single lift ,of excavated materials was placed and bucket compacted using a Cat 436C backhoe, followed by 4-6 overlapping coverages with a Bomag Supra heavy plate compactor to densify placement. Two subsequent 12"-1811"lifts were placed and bucket compacted by back dragging using a Cat 436C backhoe, followed by 6-8 overlapping i Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/26/2002 Report No. 38 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction coverages with a Bomag Supra heavy plate compactor. ' Two field density tests were performed at previously placed and compacted pavement base course in accordance with ASTM D1556 using the sand cone method. Test results exceeded 95% of the modified proctor ASTM D1557. These observations were related to Mr. Cunningham prior to departure. Inspector Premium' Travel Name Time Hours. ,Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 1 f UADM 000.Wn 21 V,. � MUM— L :M-V ICB-20 L- —7-= AINTAIN AND PQ= STA11M WN pVUp5 • 33 -34 EASTWO ER.. Cr -------— J� PROTECT MAINTAN DQSMTNG CREASE TRAWP AND WSTAILL IV-45*BEW 71�or WAI�un AND CONNECT TO 7 U 03511NC WATUR U.E R/pAr RELOCA EVS L (HOPE) -9 RMOCATE '� ;w NYMAW 11--cu1ALAO1 Field density test#2 35 PQOWCT EASTIAG- Ism;% MA.Wff��XO A"AND R._.Elev.: T.O.G.B. RECOWICCT PROTECT 911STI Rt L" ce4TER SEVU COWECTM I'm T, UU-9gravel base compaction: 99.7% C=3 41 T/, R[51-7� 30 L't —2�b '"s 24"0 bo-LVL 00" DRAiI, CONNECT Ahl"VAT14 LAME e-01 OVAER-A&'NEPC)CSSAN� CiD f IF U� U L5 AIICII f,-15 Retail parni to 25 ng 2 FKW ■ -------- pavement base I course excavation, POANI -14 ■ Ui N to grading and compaction continues. N." It PROTECT 4"M AREA AND 6 rm.) Z' AREA iI SAM AU P MTYP-R,0--X W"SM)TO Exc avation and installation of water • AT --—-—- --—-—- X line. —-—1. Nj Field density test#1 Elev.: T.0.G.B. ::.I •^/■ ee nciPAL I.0110 gravel base 14-1 �compaction: 99.3% 0 11A -7.0 w. FH'2 24 as 23 A FETAL RETAIL c .............. ............... 00971M VTUTY 0 I]TS 5 Richardson Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John Kielty Stoneiam,MA 02180 PROJECT NO: DATE: 04-26-2002 FIELD SKETCH EAST Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/26/2002 Report No. 35 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 55 degrees ,TIME: 7 : 00 'AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction and perform field density tests EQUIPMENT: 10-wheel dumps, 18-wheel dumps, Cat M318 excavator, Cat 330L excavator, Cat 140G grader, Hypac C850B single drum vibratory roller, Cat D4C dozer TEST METHOD: ❑X Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Maximum Field Test Percent Dry Dry Percent Elevation No: Moisture Density Density Compaction Location (Feet) 1 9.9 142.5 140.6 98.7 See sketch Top of subbase 2 1 8.71 142.51 141.81 99.6 1 " 3 8.7 142.5 141.7 99.5 " 9 1 8.71 142.51 142.01 99.7 1 " OBSERVATIONS: Removal of subsoils along north shoulder of existing Rte 28 roadway continued using a Cat M318 excavator to cut and remove subsoil to roadway subgrade elevation exposing natural sand deposits 'consisting of F-M-C sand, little gravel, trace silt. Excavated materials were loaded on 10-wheel dumps and transported off site. Subgrade was proofrolled and densified using 4-6 overlapping coverages with a Hypac C850B single drum vibratory roller. Excavation and compaction efforts are ongoing. Removal of existing roadway bituminous concrete pavement was performed along westbound side of Rte 28 (southwest of retail building "C") using a Cat 330L excavator and Cat D4C dozer to subgrade elevation, exposing natural sand deposits consisting of F-M-C sand, little gravel, trace silt, and loaded on 10- wheel °dumps to'be transported off site. Parent natural subgrade was proofrolled and densified by the Hypac C850B single drumkvibratory roller making 4-6 overlapping coverages. Excavation, removal and dens'ification efforts are' ongoing. Placement and grading of 12"-18" lift of dense graded crushed stone from Lynch Pit in Falmouth continued at roadway excavations along north side of Rte 28, using a Cat 140G grader and Cat D4C to evenly,distribute and backdrag offsite subbase material to depress placement to resistance. Compaction � Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/26/2002 Report No. 35 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction waS performed by the Hypac C850B single drum vibratory roller making 6-8 overlapping passes to densify placement. Placement and densification efforts are ongoing. . Four field density tests were performed at top of subbase elevation in accordance with ASTM D1556 using the sand cone method. Test results exceeded 95% of the modified proctor ASTM D1557. These observations were related to Mr. Cunningham prior to departure. Inspector Premium ' Travel Name Time Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard } 0 1 LAJ REMOVE DISTING 10' PLuC AND 12'X8*X1 2' TEE co CONNECT EXISTING 10- WATER 12' (;V MAIN TO NEW 12'WATER MAIN -Tir— ULL_ E7 & I 2'XIO' INCREASER I — 12'CV ON < CIENTERVD-LE—OSTERIALLE SIDE RE WOVE DUSTING 3PLUWG AND cowNEcT oasnNc a_ WATER MAIN To NEW 12' WATER MAIN c', in r 2 Ir ev edz 6 1�11 12 NSTAR NE-17B MH 659/070 LLJ ELECT C Uj < iRemoval of existing bituminous concrete structure exposing natural I' CIE sand deposits and existing highway APPROXIMATE LIMIT OF(WORK BE PERFORMED UNR A_j I gravel base course at subgrade SEPARATE OFF—SITt ,elevation. Placement, grading and IMPROVEMENTS CONTRACT , 11A PM 1 action of dense grade 10 Lncomp �j ubbase continues. 24 23 T&T MH F&7AIL C it, k[IL1141.1 V5, 'CA3 FLO,",Q) S �Field density test#4 Field density test#3 Elev.: top of subbaseElev.: top of subbase APPROXIMATE LIMIT OF dense graded stone dense graded stone TO 13E PERFORMED UN A compaction: 99.7% compaction: 99.5% SEPARATE OFF—SI IMPROVEMENTS CONTRACT — 3 -� .. _ � I'II 0 40 so SCALE IN FEET UTS5 Richardson Lane Stoneham,MA 02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 4 PROJECT NO: DATE: 04-26-2002 IGROUND VERiZON/NBTAR NEW UTIUTY POLE COMPLETELY UNDERGROUND -VERIZON.TO GO UNDERGROUND s CONDUIT(47 NBTAR TO GO UNDERGROUND 8 CONDUIT(8�j Removal of subsoils s xposing natural „ and deposits at ubgrade elevation. : . Placement, !' istribution and i ompaction of ubbase continues. IMAN 'um aww` �•• ••••• •••,•• m••• r NA'., �. ..r. EXIS71N0 DIRWT BURIAL VERtZpN UNfi PLACED 1N TRENCH mom New i 1tA "�J:'�t. „� ,� Mq ,��` (e) 4 Pv�c VEFRON =_ w,- - "•�': ;^ ,^'r 77 174(00 •' I' •r A' MOM NE-1781Q'XI'f h+N'1 SM10 ft. 1d40 rmPOSWCONDUI DETAILS A A H DRAWN BY: John V TS 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements Kielty DATE:'04-26-02 Stoneham,.MA 02180. . LISPROJECT NO.- FIELD SKETCH 2 of 4 ' ►DEROROUND S OOIXIIT(49 r Y OROUNO 6 OONDUIT(in MOST111l80 AERIAL UTUTIES TO REMAIN AERIAL is ��•; .' .• ,.,.,'�- '.•r.:a.+ � � �. I VERMON1ryc8o BAH N, • awwo ION= ,.,.,;+, :�:Rk`BURIAL VERIZON LINE PLACED W TREMCH ` �d) 4` PVC V[111ZQN ell MOWN 1 wr snow now w� c:' r'�,,�. NrIOC�*faf•M ,r r-' fig).4-,PVC VENZON ` ,.f`aa"YW.' .N r------ � "`.."�, .'nor :.�„4 �� • �� (d) 4' PVC VERIZON _.. • , .. i,. 11.�,..,..1•a nYr :.. ?,. ., . .. .y- ! � t -1....LK.. ... �\.A..•`.n_n..'4.r .. •. • -. • fir.. ' .i ...!4f .. _ b6ain PT !��+.�.�.'�� `y t ( •YE '`., fr. � it 1.1; ..r. fir• Placement, adin -.. 'a"" 1 ...,... �..,....,•. 1:..!+^,�,V (compaction Of 12" `" ... •�•.........� ..__,':; " Fieldensity test#1 subbase continues. , Elev.: top of subbase pdense grade I A •y ', d stone ompaction: 98.7% ---- TRENCH-....-. PV�1t ' ' ('13'.I.IOIvp, -- 0 > UTS 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kiel DATE: Stoneham,MA 02180 PROJECT NO. r- tY 04-26-02 �� A Ate, e%A,i TO v N. 1 PLAN DET�-1nn� ',' is �r':V .�.• ,e - . •'�.. Fie ld eld density test#2 , c� 8TA. � Elev.: top of subbase dense graded stone ' compaction: 99.6% J, + r� =low �� a�� ►� `■w� somw moms "Mw nor � ;� 5.` Cii a ''�� r ,.�• 4� 4' PVC UMZW ` !` �r }/{mow/' 'sy ' ir�� ' den ' ..••� 'zr ,J.::.':b•f .,_ �.r- ......_...._'�.....�,',. ... ,...... :!\:�... . . .�'1:.... '��!':'�...",._; ..;�5`.— .. .. :r•':. ...,1i ,,fir•. �l. ... ' .ti.: ( ti� •J1.i'N•.�' �,••��.. •�....�,'••... . ....... .f•t'f,,••,. ............ .. »................. ...... _...-... /S Lahr� ..........._'.�,f..I3 Mv�.v.......�_��..�....ry.�...�.,.... .;,�...:.:...;.:. .......... .......... ...,.,.,..._ .., ...,....�.•...._...........•..., ....•.._ ._........ ......:(,Q�I.11�". � .p. � �..'f: ,.ti• 1 .. ...._.....-.-;%;:'Placement, grading' .. — _, �:. _ .. .. ....... �compaction of 12" subbase continues. t X-i � TFW" NEW IrrA. SOUP AT PC" C ,. ---" �� pt Liar VEp�pN 0�119'X' 8 'IIIM'iVIM X UTS+ 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kiel Stoneham,MA 02180 PROJECT NO. P P Kielty DATE: 04-26-02 Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/26/2002 Report No. 2 Barnstable Building Department Job Number 7464 Attn• Michael Trott Project Stop & Shop Landing Retail G - Cotuit N 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 PSI No. Of Sets: 4 SET 1 LOCATION: 8" C.M.U. eat Elevation wall 10th-16th Course Total Unit Air Temp. (F.) 42 Lab Size Area Date Date Age Load Load Mortar Temp(F) 42 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 8:3 0 A648 2 x 2 x 2 4.00 Good 04/26/2002 05/03/2002 7 6,500 1,630 A649 2 x 2 x 2 4.00 Good 1 04/26/2002 1 05/24/2002 1 28 A650 2 x 2 x 2 4.00 Good 1 04/26/2002 1 05/24/2002 1 28 SET 2 LOCATION: 8" C.M.U. North Elevation wall loth-16th Course Total Unit Air Temp. (F.) 54 Lab Size Area Date Date Age Load Load Mortar Temp(F) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 10:30 A651 2 x 2 x 2 4.00 Good 04/26/2002 05/03/2002 7 6,600 1,650 A652 2 x 2 x 2 4.00 Good 04/26/2002 1 05/24/2002 1 28 A653 2 x 2 x 2 4.00 Good 1 04/26/2002 1 05/24/2002 28 SET 3 LOCATION: 8" C.M.U. west Elevattion wall 10th-16th Course Total Unit Air Temp. (F.) 58 Lab Size Area Date Date Age Load Load• Mortar Temp(F) 58 No. (in.) (sq. in.) Condition Cast Tested 'Days (lbs.) (psi.) Time 1:00 A654 2 x 2 x 2 4.00 Good 04/26/2002 05/03/2002 7 6,300 1,580 A655 2 x 2 x 2 4.00 Good 04/26/2002 1 05/24/2002 28 A656 2 x 2 x 2 4.00 Good 04/26/2002 1 05/24/2002 28 SET 4 LOCATION: 8" C.M.U. South Elevation wall loth-16th Course Total JLoad Air Temp. (F.) 60 Lab Size Area Date Date Age Load Mortar Temp(F) 60 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) Time 2:3 0 A657 2 x 2 x 2 4.00 Good 04/26/2002 05/03/2002 7 6,800 A658 2 x 2 x 2 1 4.00 1 Good 1 04/26/2002 05/24/2002 1 28 A659 2 x 2 x 2 4.00 Good 1 04/26/2002 05/24/2002 1 28 Of Massachusetts 'The Construction Testing People' Page 2 5.Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/26/2002 Report No. 2 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit N 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. onsite Mix -GENERAL REMARKS: Inspector Premium; r Travel Name Time Hours.., Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva S- ^r I � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 04/26/2002 Report No. 2 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit N 200 Main Street Contractor Kay Construction Hyannis, MA 02601 onsite Concrete Co. ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3000# Grout No. Of Sets: 1 SET 1 LOCATION: 8" C.M.U. Perimeter walls, Top Lift 10th-16th course Total . Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 60 No. (in.) (sq. in.) Condition Cast Tested Days ' (lbs.) (psi.) Grout Temp(F.) 60 A742 3 x 3 x 6 9.00 Good 04/26/2002 05/03/2002 7 24,000 2,670 Truck No. A743 3 x 3 x 6 9.00 Good 04/26/2002 05/24/2002 1 28 Ticket No. A744 3 x 3 x 6 9.00 Good 04/26/2002 05/24/2002 28 Time 3:00 A745 3 x 3 x 6 9.00 Good 04/26/2002 05/24/2002 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva s Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/26/2002 Report No. 3 Barnstable Building Department Job Number 7463 Attn: Michael Trott Project Stop & Shop Landing Retail E - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 55 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction and perform field density tests EQUIPMENT: Cat 436C backhoe, Bomag Supra heavy plate compactor TEST METHOD: ❑X Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Maximum Field Test Percent Dry Dry Percent Elevation No. Moisture Density Density Compaction Location (Feet) 1 6.4 135.1 134.5 99.6 See sketch Bottom of slab 2 1 7.51 135.11 134.11 99.6 1 " OBSERVATIONS: Backfilling of foundation walls (interior and exterior). and slab base course was completed using a Cat 436C backhoe to place and bucket compact 12"-18" lifts of granular fill and gravel base. Compaction was performed by the Bomag heavy plate compactor making 6-8 overlapping coverages to densify each lift placement. Backfill operations are ongoing. Two field density tests were performed at slab base course elevation in accordance with ASTM D1556 using the sand cone method. Test results exceeded 95% of the modified proctor ASTM D1557. A field sketch is enclosed for review. These observations were related to Mr. cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No ,a REVIEWED BY: Chuck Fraser, , Of Massachusetts: 'The Construction Testing (People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/26/2002 Report No. 3 Barnstable Building Department Job Number 7463 Attn: Michael Trott Project Stop & Shop Landing Retail E - cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay construction . �cc: Stop & Shop Supermarket Attn: Dan Donahue ? Stop-.&--Shop. Supermarket- -. Attn': Arthur Joubert - Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard ield density test 41 _ Elev.: B.O.S. ranular fill Ab ompaction: 99.6% v i '".. ,....:ate, ', ►`, .,� 'ki ... [a r rr' Cem F 4 � Field density test#2 Elev.: B.O.S. r ranular fill ompaction:99.3% 41. .j Foundation wall and lab base course ackfilling (interior and xterlor)continues N UTS S Richardson Lane JOB NAME: Stop & Shop Building "E" DATE: 04-26-02 FIELD SKETCH �L�G �� Stoneham.MA 02180 PROJECT NO. DRAWN RY' .It�hn KiAlty I � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/26/2002 Report No. 2 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit N 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STREN H TESTS DONE ACCORDING TO-ASTM: C-109 CLASS MORTAR: Type "S" 1800 PSI I No. Of Sets: 4 SET 1 LOCATION: 8" C.M.U. eat Elevation Wall 10th-16th Course Total Unit Air Temp.(F.) 42 Lab Size Area Date Date Age Load Load Mortar Temp(F) 42 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 8:3 0 A648 2 x 2 x 2 4.00 Good 04/26/2002 05/03/2002 7 6,500 1,630 A649 2 x 2 x 2 4.00 Good 04/26/2002 05/24/2002 28 9,800 2,450 A650 2 x 2 x 2 4.00 Good 04/26/2002 05/24/2002 28 10,000 2,500 SET 2 LOCATION: 8" C.M.U. North Elevation Wall 10th-16th Course Total -Unit Air Temp.(F.) 54 Lab Size Area Date Date 'Age Load Load Mortar Temp(F) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 10:30 A651 2 x 2 x 2 4.00 Good 04/26/2002 05/03/2002 7 6,600 1,650 A652 2 x 2 x 2 4.00 Good 1 04/26/2002 1 05/24/2002 28 10,400 2,600 A653 2 x 2 x 2 4.00 Good 04/26/2002 1 05/24/2002 28 10,100 2,530 SET 3 LOCATION: 8" C.M.U. West Elevattion Wall 10th-16th Course Total Unit Air Temp.(F.) 58 .Lab Size Area Date Date Age Load Load Mortar Temp(F) 58 No. (in.) (sq. in.) Condition Cast Tested Days', (lbs.) (psi.) Time 1:00 A654 2 x 2 x 2 4.00 Good 04/26/2002 05/03/2002 7 6,300 1,580 A655 2 x 2 x 2 4.00 Good 04/26/2002 1 05/24/2002 1 28 10,200 2,550 A656; 2 x 2 x 2 4.00 Good 04/26/2002 1 05/24/2002 28 10,100 2,530 SET 4 LOCATION: 8" C.M.U. South Elevation Wall 10th-16th Course Total, Unit Air Temp. (F.) 60 Lab Size Area Date Date Aget Load Load Mortar Temp(F) 60 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 2:30 A657 2 x 2 x 2 4.00 Good 04/26/2002 05/03/2002 7 6,800 1,700 A658 1 2 x 2 x 2 1 4.00 Good 1 04/26/2002 1 05/24/2002 1 28 1 10,600 2,650 A659 2 x 2 x 2 4.00 Good 04/26/2002 1 05/24/2002 28 1 10,500 2,630 I Of Massachusetts 'The Construction Testing Poo' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/26/2002 Report No. 2 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit N 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. onsite Mix T' "-GENERAL-kEMARKS Inspettor: , _. Premium Travel Name. Time:. Hours P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva i r Of Massachusetts. -The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 04/26/2002 Report No. 2 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit N 200 Main Street Contractor Kay Construction Hyannis, MA 02601 onsite Concrete Co. ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 �1aLL- COMPRESSIVE STRENGTH TESTS. DONE•ACCORDING-TO ASTM:- C-39 C-617 .CLASS GROUT: _ 3000# Grout' No. Of Sets: 1 SET 1 LOCATION: 8" C.M.U. Perimeter Walls, Top Lift 10th-16th course Total unit Slump(in.) 9 Lab Size Area Date 'Date Age Load Load Air Temp(F.) 60 No. . (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Grout Temp(F.) 60 A742 3 x 3 x 6 9.00 Good 04/26/2002 05/03/2002 7 24,000 2,670 Truck No. A743 3 x 3 x 6 9.00 Good 1 04/26/2002 05/24/2002 1 28 1 48,000 1 5,330 Ticket No. A744 1 3 x 3 x 6 9.00 Good 04/26/2002 05/24/2002 28 1 51,000 1 5,670 3 00 Time A745 1 3 x 3 x 6 9.00 Good 04/26/2002 05/24/2002 1 28 1 50,000 1 5,560 GENERAL REMARKS: Inspector Premium Travel Name Time 4 Hours - Time P. Viscione No REVIEWED BY: Steven T. Crabtree '1417C Cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva f � Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/26/2002 Report No. 2 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 WEATHER: Fair, .40 Is _TIME: -6 :30 AM CONTACT: Bob Cunningham of Kay Construction SUMMARY: The writer reported to the above project site to perform a masonry inspection. The following was observed: Masonry work continued for the Treatment Plant. 8" C.M.U. was placed and grouted from the loth course to the top of the walls. Truss type dur-o-wall was placed 16" on center. All C.M.U. placed contained Korfill insulation inserts. The Korfill was removed from the vertically reinforced cells, which were reinforced with #7 rebars, placed, centered and lapped 42 as required. Openings were provided for the cross beam. The top course at 1018" was a bond beam. Double #7 rebars and corner bars were placed inside for reinforcement. All C.M.U. placement was plumb, true to line, joined well and the 3/8" mortar joints were cleanly tooled concave. I Type S mortar and 3000 psi grout was mixed onsite after completing the placement. The walls were hand grouted. Each vertically reinforced cell was grouted and rodded to achieve full penetration. The bond beams were grouted solid. Anchor bolts for the roof plates were placed 2' on center and grouted in solid. A 4" clearance was provided as specified. One complete set of nine 8" C.M.U. prism blocks representing all 8" C.M.U. used for the entire building was fabricated. These observations were related to Bob Cunningham prior to departure. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: William P. Crabtree �Q WT v � Of Uassachus,etts. 'The. Construction Te i ti'ng V6"-wmi Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/26/2002 Report No. 2 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & shop Landing Retail c - Cotuit M 200 Main Street Contractor Kay.Construction Hyannis, MA 02601 CC }, ,-Stop &, Shop Supermarket Attn: Dan Donahue _ f: ii + Stop & Shop Supermarket Attn:, Arthur Joubert Kay Construction Corporation Attn: Michael. Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva r Of Massachusetts. 'The Construction Testing People', Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/25/2002 Report No. 1 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 WEATHER: 48 Degrees, Cool _TIME: 6 : 30 A.M. CONTACT: Bob Cunningham Super of Kay Construction SUMMARY: The masonry work began for the waste water treatment plant building G. Concrete footings and foundation walls had been poured. # 7 reinforcing steel bars were secured to the foundation 32" on center and at each corner. Two door frames were set in place and plumbed level. # 7 reinforcing steel bars were in placed on each side of the jambs. There are no control joints shown on the drawings. The first course was placed, flashing was placed throughout and weep slots were provided. truss type dur-o- wall was placed 16" on center. The next 10 courses of 8" C.M.U. were placed. Door ties were placed on i each side of the door jambs which were filled with mortar as the C.M.U. placement progressed. The openings were provided for two louvers. Bond beams were placed above the louvers. Double # 7 reinforcing steel bars were placed inside for reinforcement. A double bond beam was placed above the 6' door frame, a single bond beam was placed above the 3' door frame. Double # 7 reinforcing steel bars were placed inside for reinforcement. The 8" C.M.U. contained Korfil insulation inserts. The Korfil was removed from the vertically reinforced cells. Type "S" 1800 PSI mortar was mixed onsite with municipal water. 3000# PSI grout was mixed' onsite to a 9" slump. The first lift was hand grouted and rodded to achieve full penetration. #7 reinforcing steel bars were placed and lapped 42" as required. All vertically reinforced cells were grouted. The bond beams over the louver and frame openings were grouted solid. Random samples of the type "S" 1800 PSI mortar was taken throughout the day to fabricate 211x2"x2" mortar cubes and a sample of grout was taken to fabricated 31Ix3"x6" grout prisms for lab testing. These observations were related to Bob Cunningham prior to departure. GENERAL REMARKS: Inspector.: :. « Premium Travel - Name r Time' Hours Time . P. Viscione No Max Day+1 Hrs OT 1 Hr(s) i Of Uassachusetts. 'The Construction Testing People'' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/25/2002 Report No. 1 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 -REVIEWED,I3Y: william;P. Xrabtree` ti cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva J 1 t Of Massachusetts 'The Construction Testing People' Page 1 i 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) o Compressive Strength Report - Mortar Report Date 04/25/2002 Report No. 1 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit K 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. on-site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS HONE ACCORDING-TO ASTM:. C-109 CLASS MORTAR: Type S 1800 psi I No. Of Sets: 3 SET 1 LOCATION: Wall: 8" C.M.U. perimeter walls 1st - 3rd courses Total Unit Air Temp. (F.) 58 Lab Size Area Date Date Age Load Load Mortar Temp(F) 60 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 8:30 A660 2 x 2 x 2 4.00 Good 04/25/2002 05/02/2002 7 6,000 1,500 A661 2 x 2 x 2 4.00 Good 04/25/2002 05/23/2002 1 28 1 8,800 1 2,200 A662 2 x 2 x 2 4.00 Good 04/25/2002 05/23/2002 1 28 1 8,900 1 2,230 SET 2 LOCATION: Wall: 8" C.M.U. perimeter walls, 4th - 6th courses Total Unit Air Temp.(F.) 58 Lab Size Area Date Date Age Load Load Mortar Temp(F) 60 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 12:00 A663 2 x 2 x 2 4.00 Good 04/25/2002 05/02/2002 7 6,800 1,700 A664 2 x 2 x 2 4.00 Good 04/25/2002 1 05/23/2002 1 28 1 11,000 2,750 A665 1 2 x 2 x 2 4.00 Good 1 04/25/2002 1 05/23/2002 28 1 10,800 i 2,700 SET 3 LOCATION: Wall: 8" C.M.U. perimeter walls, 7th - loth courses Total Unit Air Temp. (F.) 48 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:00 A666 2 x 2 x 2 4.00 Good 04/25/2002 05/02/2002 7 6,400 1,660 A667 2 x 2 x 2 4.00 1 Good 1 04/25/2002 05/23/2002 28 11,300 2,830 A668 2 x 2 x 2 4.00 Good 1 04/25/2002 05/23/2002 28 10,900 2,730 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time L. Fusco No 1^I Of Uassachwt tts. 'The Construction Testing P`eople`` Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/25/2002 Report No. 1 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit N. 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. On-Site ;REVIEWED BY: Steven. T...--Crabtree cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva f Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 04/25/2002 Report No. 1 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit N 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. on-site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTIR:- C-3 9 C-617 CLASS GROUT: 3000# Grout I No. Of Sets: 1 SET 1 LOCATION: wall: 8" C.M.U. perimeter walls 1st lift Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 63 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Grout Temp(F.) 63 A754 3 x 3 x 6 9.00 Good 04/25/2002 05/02/2002 7 27,500 3,060 Truck No. A755 3 x 3 x 6 9.00 Good 04/25/2002 05/23/2002 28 42,500 4,720 Ticket o. o. A756 3 x 3 x 6 9.00 Good 1 04/25/2002 05/23/2002 28 1 44,500 1 4,940 Time 1:30 A757 3 x 3 x 6 9.00 Good 04/25/2002 05/23/2002 28 1 42,000 1 4,670 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree Cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva c I � Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/25/2002 Report No. 1 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit N 2.00 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. On-Site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ,ALL COMPRESSIVE STRENGTH TESTS,DONE ACCORDING TO ASTM: C-1.09 CLASS MORTAR: Type S 1800 psi No. Of Sets: 3 SET 1 LOCATION: Wall: 8" C.M.U. perimeter walls 1st - 3rd courses Total Unit Air Temp.(F.) 58 Lab Size Area Date Date Age ._ Load Load Mortar Temp(F) 60 No. (in.) - (sq. in.) Condition Cast Tested 'Days (lbs.) (psi.) Time 8:30 A660 2 x 2 x 2 4.00 Good 04/25/2002 05/02/2002 7 6,000 1,500 A661 2 x 2 x 2 4.00 Good 1 04/25/2002 05/23/2002 1 28 A662 2 x 2 x 2 4.00 Good 1 04/25/2002 05/23/2002 28 SET 2 LOCATION: Wall: 8" C.M.U. perimeter walls, 4th - 6th courses Total Unit Air Temp.(F.) 58 Lab Size Area Date Date .Age Load Load Mortar Temp(F) 60 No. (in.) (sq. in.) Condition .Cast Tested Days (lbs.) (psi.) Time 12:00 A663 2 x 2 x 2 4.00 Good 04/25/2002 05/02/2002 7 6,800 1,760 A 2 x 2 x 2 4.00 Good 04/25/2002 1 05/23/2002 1 28 A665 2 x 2 x 2 4.00 Good 04/25/2002 1 05/23/2002 28 SET 3 LOCATION: Wall: 811 C.M.U. perimeter walls, 7th - loth courses Total Unit Air Temp. (F.) 48 Lab Size Area Date Date. Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition. Cast Tested Days .(Ibs.) (psi.) Time 3:00 A666 2 x 2 x 2 4.00 Good 04/25/2002 05/02/2002 7 6,400 1,600 A667 2 x 2 x 2 4.00 Good 04/25/2002 05/23/2002 28 A668 2 x 2 x 2 4.00 Good 04/25/2002 05/23/2002 28 I GENERAL REMARKS: Inspector, , Premium Travel Name.,. Time Hours Time L. Fusco No I G Massachusetts. 'The "Construction Testing People' Page 2 d I _ 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/25/2002 Report No. 1 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit K 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. on-Site :,`_REVIEWED BY: .:'Steven T. Crabtree Cc: 'Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket ,Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva 0Gf Massachusetts 'The Construction Testing P"eople' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 04/25/2002 Report No. 1 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit K 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. on-Site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 . CLASS GROUT: 3 b 0 0# Grout No. Of Sets: 7 SET 1 LOCATION: Wall: 811 C.M.U. perimeter walls 1st lift .` Total' , ' Unit Slump(in.) 9 Lab Size Area Date Date` Age Load Load Air Temp(F.) 63 No. (in.) (sq. in.) Condition Cast Tested Days, (lbs.) (psi.) Grout Temp.(F.) 63 A754 3 x 3 x 6 9.00 Good 04/25/2002 05/02/2002 7 27,500 3,060 Truck No. A755 3 x 3 x 6 9.00 Good 04/25/2002 05/23/2002 28 Ticket No. A756 3 x 3 x 6 9.00 Good 04/25/2002 05/23/2002 28 A757 3 x 3 x 6 9.00 Good 04/25/2002 05/23/2002 28 Time f173 0 GENERAL REMARKS: Inspector Premium Travel) Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva i Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Steel Inspection Report Report Date 04/25/2002 Report No. 2 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store 466 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 WEATHER: Clear, 40 Is _TIME: 7 : 00 AM CONTACT: Bob Cunningham of Kay Construction SUMMARY: A visit was made to the above referenced project for the purpose of performing a visual inspection of the structural steel connections at the canopy roofs within lines F to H of the structure. This inspection consisted of the following activities and observations: Roof Framing, F to H lines: 1. Field bolted connections were visually inspected and found tensioned and acceptable at all connections. 2. Metal deck installation was found complete and acceptable within lines F to H, and in accordance with the approved structural drawings. 3. Brace installation was found complete and acceptable. Loading dock roof framing, lines A to B.a, 7 to 8: 1. Field welded joist to bearing plate connections were found incomplete at the first seven • joists. All others were found complete and acceptable. 2. Horizontal bridging installation was found complete and acceptable. Metal roof deck installation was found complete and acceptable. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time S. Alikonis No Min Day 1 Hr(s) REVIEWED BY: William P. Crabtree / W7 v Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Steel Inspection Report Report Date 04/25/2002 Report No. 2 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Cc: Stop & Shop Supermarket Co Attn: Dan Donahue . ".;'Stop & 'Shop. Supermarket, Go: Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen*Brustlin Inc Attn: Steve Chouinard Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/25/2002 Report No. 34 Barnstable Building Department Job Number 7466 Attn Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 60 degrees .TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10-wheel dumps, 18-wheel dumps, Cat M318 excavator, Cat 330L excavator, Cat 140G grader, Hypac C8503 single drum vibratory roller, Cat D4C dozer TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer . TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Removal of subsoils along north shoulder of existing Rte 28 roadway continued using a Cat M318 excavator to cut and remove subsoil to roadway subgrade elevation exposing undisturbed natural sand deposits consisting of F-M-C sand, little gravel, trace silt. Excavated materials were loaded on 10- wheel dumps and transported off site. Subgrade was proofrolled and densified using a Hypac C850B single drum vibratory roller to make 4-6 overlapping coverages. Excavation and compaction efforts are ongoing. _Removal of existing roadway bituminous concrete pavement was performed along westbound side of Rte 28 (southwest of retail building "C") using a Cat 330L excavator and Cat D4C dozer to subgrade elevation, exposing undisturbed natural sand deposits consisting of F-M-C sand, little gravel, trace silt, and loaded on 10-wheel dumps to be transported off site. Undisturbed subgrade was proofrolled and densified by the Hypac C850B single drum vibratory roller making 4-6 overlapping coverages. Excavation, removal and densification efforts are ongoing. Placement and grading of 12"-18" lift of dense graded crushed stone from Lynch Pit in Falmouth continued at roadway excavations along north side of Rte 28 using a Cat 140G grader and Cat D4C to evenly distribute and backdrag offsite subbase material to depress placement to resistance. Compaction was performed with the Hypac C850B single drum vibratory roller making 6-8 overlapping passes to densify placement. Placement and densification efforts are ongoing. These observations were related to Mr. Cunningham prior to departure. Of Massachusetts. 'The. Construction Testing P`eop'le' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/25/2002 Report No. 34 Job Number 7466 Barnstable Building Department Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Inspector: ._ Premium Travel Name ; time r, a iine` < pHou �� ` J. Kielty No REVIEWED BY: Chuck Fraser CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard ' r 0 -j Ld REMOVE EXISTING 10'PLuG AND 12*XB*X12' TEE M CONNECT E)OSTING 10' WATER 12' GV UAIN TO NEW If WATER uAIN LLL- 1-7 12'kl0*INCREASER 1 12'GV ON CENTERMLLE-10STERMLLE SIDE REMOVE DMTWG Ir PLUG AND CONNECT EXISTING 8' WATER 'X MM M NEW 12' WATER"N d trwar in Ir 4W Ir 4V 6; r-d H 12 NSTAR NE-176 39 MH 6591070 ELECT C LLJJ It < APPROXIMATE LIMIT OF Woft TO BE PERFORMED UN9 A SEPARATE OFF-SIT� IMPROVEMENTS CONTR�CT MID ffE 97.7. 4 24 23 AT&T MH C AL-- S Removal of existing bituminous concrete structure exposing z Lnatural sand deposits and existing highway APPROXIMATE LIMIT OF TO BE PERFORMED UNDkR A gravel base course at SEPARATE OFF-Snt subgrade elevation, NSTAR NE-17B IMPROVEMENTS CONTRACT MH 659/010 N S' 0 40 aa SCALE IN FEET UTS' 5 Richardson Lane Stoneham,MA 02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 4 PROJECT NO: DATE: 04-25-2002 �-��Y\r •V HMV _ (-----___;. IGROUND VERIZON NSTAR NEW Unuw POLE COMPLETELY UNDERGROUND •VERMON TO GO UNDERGROUND 6 CONDUIT(47 NSTAR TO 130 UNDERGROUND 0 OONDUrr{e'1 Removal of subsoils ,exposing natural ` sand deposits at ... ... .subgrade elevation. r; `. .. .... ... ... . ., Placement and ! istribution of ` ► subbase begins. 1.0 4 1w� r111111M ~: •••• •�• „'•�• �,,• -•,,," �� • .r �, ,..,� �•' EXIS71N0 OIR�CT BURIAL VERtYON UN6 PLACED �� v... ;.r ,ter IN YRENCH Alm �•��' �,::�: a`�►� �,, �:J7 ,r�r...,,:.': �. RgpCA�p (6) 4' PVC VERIZON , �[ v a• ... ...�..... .... ...._, � ... ��'.. q,;:f..._`arsp� �.'t�• .•J,,;�. ;,5,� _._.. .�;......._ .ice. ... .•��..•. .. . :•��isvrc�,�� .. .....•ii� •� � Y:.. _. . . .y .L. i. ... .. �}.r'. 17400, st "yr,,,� r. •;+• -, _ �•,-+- .,. -. .`�� -.. •�•• .... ..... � Soh l^ ... _'b .. ....... �... _. . .. _ PT N8'1'AA NE-17p 1 �g� MN�10 8b1. 18�p DETAIL A A 8 I �t UTS 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: .04-25-02 Stoneham,.MA02180. PROJECT NO. FIELD SKETCH 2 of 4 ' IDERGROUND 8 CONDUIT(41 MOROUND 8 CONDUIT(W) i VUSTM AERIAL UTIL ME8 TO REMAIN AERIAL 1.'' 'ail s'. ..•:/�. ...... .:/.... _ :i•! .;1 1 •� .. :r,. ;. .. i t , ...r`z..E: ro� �CT.. �:AL � PLCE !!� .1.,R1!!�C H�. djiNE PVC VFR!R I ,.:r pfLOG►�f f .,; f d �' VC VEIVZON i d 4 AHC VMZON .. .. .._ _.•o. .. ., a..! U ,' t•d FF�9....�' „-�.•� ��D�. � �e+� h�;+A''�s�, d'� , ✓'T•t"' rr��r.� ` .. J L ,+ �F' T�(� Y•1r+L.♦,r'.,.�4.+:5'.�:��... ,� •.i :'it;. .. 1.. �"J. .•t, t.•`rt.vv...A.A.,'�.•i`_ .::,... ;•�.•�........... J .w"" �-.. :J!:'�- n At .•....e. �^•. ,y .... .. ...... .:��..1.•.,J•.e S•r.''..,:�...� ....y47•.�. M72'�i'0Tt 11•„�4ft / i ; r �• f' -� a �r ..............•�._. .......... ....... ............... ....... g gra di ... .- - ement, n �': , : .,..*. .,•. i:..:��:.�' compaction of 12" subbase begins. ..._.. . .. .... . ...... 00MUIIT TREPM ti._ ..:... . ��-,. .....;: �DffAjActs !► ' f 4r.• OVUM V DEEP) ' ,P ,~•�,. ' — ----- — - -- - or 0 =rnoaMoan r: I�� 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 04-25-02 i�! stoneham,MA02180 PROJECT NO. ,, FIELD SKETCH 3 of 4 AERIALEXIffrM UTUJ= TO RWWW AERIAL 's DETAIL �. VERIZON `• IrAW MH N�•; •, •`• r. STA. 19449 Placement grading ". `t ompaction of 12" ��.•� subbase begins. �8) 4' PVC VERUM �f� ofa� frr..fa .fay■ t+_ win ..,� .�.. ,,.r few. .�f, r r� �� ; l t" •.Yrh' " _ A�► �d� 4' PVC VERiZO"/•� f (y .,._... ..�......-.yf�...�....� .. ......... .........__.�.........•.......�..�.............................. .. ../.-��...�_. ..... ........... ..........._ ....fir 1 .�.'7..... y�•� •��.�i. .... ..... .._........�j�...!hi�`��'�� {,��. ,•^l, rl i\ i✓"'�,.�� .1•. ..��`I'�•,\�.../''�` �'Af.,..-..w^...i i.:'M\��!'W A1R�, ............. �1,.'M1".t'�r< '�w. .51�'r^ •I� ��•00 7 .:?Cµ-.-��,. �� ........ ✓jewe _.........._... 64v.tJ. :�✓21 44.J' •/l.. t t'.F r'ti... ....•. .... ..t ..................._....�- •.... �(•J_' .V _•.:".�••. ,.F +.� • .........t........ .i".: ...... ;Mail W ,'�� _ ...r � .._.._. .. :J'• '7CTfi�_oo-: �'`�~ ��. r ,' I 1 ..Ir t• y....:'l��.l.1. .. -i•ry��`, rl�._..• .. p.i AV!lR! %N,C 41}'. r•.:.;. �1 9 AT POLE num r VERI � MH r . ITS �TS5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 04-25-02 Stoneham,MA 02180 PROJECT NO. FIELD SKETCH 4 of 4 � Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/25/2002 Report No. 2 Barnstable Building Department Job Number 7463 Attn: Michael Trott Project Stop & Shop Landing Retail E - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction 'WEATHER: Clear, 60 degrees DIME:- 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, Bomag Supra heavy plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Backfilling of foundation walls (interior and exterior) and slab base course continued using a Cat 436C backhoe to place and bucket compact 1211-18" lifts of granular fill (onsite natural sand deposits/subsoil blend) consisting of F-M sand, little F gravel, little silt, which was previously excavated and stockpiled from wall/footing locations. Compaction was performed by a Bomag heavy plate compactor making 6-8 overlapping coverages to densify each lift placement. Backfill operations are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to 'departure. inspector, Premium Travel Name Time Hours %• Time' J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue_ Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard :�.n,., � ti�rrP ,....•mow:..• "f � "`�w.Y► ,..-�''" .v 6 .2 TAIL ENf.� ® 12 D k Foundation wall and slab se course backfilling interior and exterior) continues 5 Richardson lane JOB NAME: Stop & Shop Building "E" DATE: 04-25-02 Iv e� UTS Stoneham,MA NO. p 9 DRAWN BY: John Kielty ,FIELD SKETCH BLDG E ., y " Of IMMassachusetts. The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/24/2002 Report No. 35 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Mixed on site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR:Ii•ype S 1800 "psi No. Of Sets: 1 SET 1 LOCATION: Wall: front elevation 4" calcium silicate arriscraft veneer. Total Unit Air Temp. (F.) 48 Lab Size Area Date Date Age Load -1 Load Mortar Temp(F) 47 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Time 4:00 A381 2 x 2 x 2 4.00 Good 04/24/2002 05/01/2002 7 5,300 1,330 A382 2 x 2 x 2 4.00 Good 1 04/24/2002 05/22/2002 1 28 A383 2 x 2 x 2 4.00 Good 04/24/2002 05/22/2002 28 GENERAL REMARKS: Inspector Premium Travel,• ��*' ",i Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/24/2002 Report No. 1 Barnstable Building Department Job Number 7463 Attn: Michael Trott Project Stop & Shop Landing Retail E - Cotuit M 200 Main Street :Hyannis, MA 026.01 Contractor Kay Construction WEATHER: Clear, 55 degrees _TIME: 7 : 00"AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 950G loader, Bomag Supra heavy plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Backfilling of foundation walls (interior and exterior) began using a Cat 95OG loader to place and bucket compact 12"-18" lifts of granular fill (onsite natural sand deposits/subsoil blend) consisting of F-M sand, little F gravel, little silt, which was previously excavated and stockpiled from wall/footing locations. Compaction was performed by the Bomag heavy plate compactor making 6-8 overlapping coverages to densify each lift placement. Backfill operations are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. In`spectur e c y '� * ZPr mium+ID:W u ca x, travel Name , Time Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard w. .s. I •" N � `•�; +L r ... .fig ��• 6.:iy .� 1. .r ! ,r• a k ! ; �.2 t 121D AIL -E ej EN ti A� 12 D 24 D--+ Foundation wall backfilling (interior and extredor) begins 't UTS 5RIchar MA02180 JOB NATlNO Stop & Shop Building "EDRAWN Y: John Kielty FIELD SKETCH BLDG "Ev � Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/24/2002 Report No. 35 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street . Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Mixed on site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 77-7 CLASS MORTAR: Type S 1800 psi No. Of Sets: i -- SET 1 LOCATION: Wall: front elevation 4" calcium silicate arriscraft veneer. Total .Unit Air Temp. (F.) 48 Lab Size Area Date Date, Age Load Load Mortar Temp(F) 47 No. (in.) (sq. in.) Condition Cast, Tested Days (Ibs.)' (psi.) Time 4:00 A381 2 x 2 x 2 4.00 Good 04/24/2002 05/01/2002 7 5,300 1,330 A382 2 x 2 x 2 4.00 Good 1 04/24/2002 05/22/2002 28 10,700 2,680 A383 2 x 2 x 2 4.00 Good 04/24/2002 05/22/2002 28 10,300 2,580 i { GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan. Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva " Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/24/2002 Report No. 13 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 55 degrees .TIME: 7 : 00 AM CONTACT:.Bob Cunningham from Kay Construction & Carl Grassetti from Grassetti Bros . PURPOSE: Observe earthwork construction EQUIPMENT: Cat 325B excavator, Bomag Supra *DPU 6055 heavy plate compactor, Krupp 10- wheel crane TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Backfilling of previously waterproofed foundation walls continued at north and east walls of wastewater treatment facility building 11G" using a Cat 325B excavator to place and bucket compact two 12"-18" lifts of granular fill (onsite natural sand deposits) consisting of F-M sand, little F gravel, trace silt, which was previously excavated and stockpiled from wall/footing locations. Compaction was performed using a Bomag heavy plate compactor making 6-8 overlapping coverages to densify each lift placement. Backfill operations are ongoing. Installation of two 15,000 gallon aeration tanks continued using a Krupp 10-wheel crane to place and assemble precast sections in previously prepared excavation. Sections were placed upon previously placed 12 inch bed of 3/4" stone. A field sketch is enclosed for review. These observations were related to Mr. Cunningham and Mr. Grassetti prior to departure. Inspector Premium' ,. Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser Of Uassachusetts 'The Construetion Testing P-4,40'Ie' Page 2 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report.Date 04/24/2002 Report No. 13 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project stop" & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay-Construction CC: `' stop s& Shop .Supermarket Attn: Dan Donahue Stop &2Shop'Sup'ermarket Attn: --Arthur Joubert. Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell r Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard AppRC� ! 15.000 GALLON j RCnCIA� 1f,000 GALLONlacement (N014 x29N 1O"►f9'-3 3i OEEF) RD�FCn TWO WO TANK Pal on aeration t Onks _ �S r `VENT R (11'-4' '-2-x9-3..continues �svcRosej C �� .i 15.O00 CALLON AERATON TANK 7WO REOWRM 1RJT RISER (11'-4`z29'-10'x9'-3 WDEEP) 2' PVC CONDUITS FOR NOON�� AND feA SOR WI E 7LEW0 .41iA i Gel YEN^ '� \ r vEkT oundabon wall / 6- I( }I,� backfillingcontinues 6A I y Jlo. . G7;767.7"x `��cr.` ._ ��`��,, 6' wood �c v^ B.S. `� ~x4 STOCKADE •� m'-CS B C . • S n' t' x5ERA& � z•�, (D�'=,rp '� ...JI �6` can 4 )s 63. • 9 a r 1 AREA OF AM f Tll( 4.3• { 11,000 GALLON � � DROP Foo 0 y, PAVELEM � . SETILNG TANK r / ALVE (11'-4'x22'-2-x9'=3 3/4 DEEP CHAMBER $ Lj I (RECIRC.) N a 4 t 1-•62 � ea ' EJ.7 ; j 75 I h S� UOE•T --VOL T VALVE CHAMBER ' ( DOSING 1 6 PW STATioN l� Sr•�rrrrrr� .�r�. .i..�..¢ w • O rnor wrrr■ ■mJw m m m rmwr i `� UTS so leham,MA02 80PRO PROJECT Stop & Shop Building "G��'DRAWN BY:DATE: 04-24 John Kielty FIELD SKETCH BLDG "G11 T NO. i Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/24/2002 Report No. 33 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 55 degrees _TIME: .7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10-wheel dumps, 18-wheel dumps, Cat M318 excavator, Cat 330L excavator, Hypac C850B single drum vibratory roller, Cat D4C dozer TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Removal of subsoils along north shoulder of existing Rte 28 roadway was performed using a Cat M318 excavator to cut and remove subsoil to roadway subgrade elevation exposing virgin natural sand deposits consisting of F-M-C sand, little gravel, trace silt. Excavated materials were loaded on 10-wheel dumps and transported off site. Subgrade was proofrolled and densified using a Hypac C850B single drum vibratory roller making 4-6 passes. Rolling operations are ongoing. Removal of existing roadway bituminous concrete pavement continued along westbound side of Rte 28 (west of Old Post Road) using a Cat 330L excavator and Cat D4C dozer to subgrade elevation, exposing undisturbed natural sand deposits consisting of F-M-C sand, little gravel, trace silt, and loaded on 10- wheel dumps to be transported off site. Undisturbed subgrade was proofrolled and densified by 4-6 overlapping coverages using a Hypac C850B single drum vibratory roller. Excavation, removal and densification efforts are ongoing. , These observations were related to Mr. Cunningham prior to departure. Inspector Premium Y Travel Name Time ;Hours Time J. Kielty No REVIEWED BY: Chuck Fraser i Of Massachusetts. 'The Construction T:est,ino People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/24/2002 Report No. 33 , Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Cc:. Stop & Shop Supermarket Attn: Dan Donahue Stop& Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation, Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard IDEROROUND 6 OONOUIT(46 ERQROUND d OONDUIT� E�USTINO AERIAL UTIIJTIEB To REMAIN AERIAL Removal of subsoils OTA. 111111142 exposing natural sand deposits at subgrade elevation. OWNO DIRECT (BURIAL VMZDN UNE PLACED IN YMCH �d) 4' PVC t;!'RIZON � �� attt� >•.tr 1�� P�� •tttttttt� �� tttttttttttttr �!!Tr� ..�!� �r �� a �� wig �� tttttttttttttr �� ttttttttt�II�LOCA �. 4 ,PVC VIE NZON `` •: t i ic^ '- -_ (6) 4' PVC VMZON a•./ ua: h - •�. .. .. ... r..�,Pd, J^��... Y¢ J •`�', .- K'. .!�", ;.?�U .r. r_. Nf1'e7nTt�" p°J 'e�a.�-t��'t�.:.� /1�!'�•raSo�„�,..lj',�?�•�tn.,,� ��.,;•n• +..,..a.'�,•.�s,:�,+p �.. :� _ ....'•Removal of existing Y' ituminous concrete '::"' structure exposing atural sand deposits t subgrade , levation. MrTTRENCH ;,a �► A"A&s TRE�N'H�`haG_ ' 'VAT1ON DEM 1 /. �•nr �Y; ) -----..�..-_..._. __ OJ _ �T OAS C AftGOWAsen r:i UTS 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 04-24-02 �+ Stoneham,MA02180 PROJECT NO. FIELD SKETCH 1 of 2 E)USTMUTLrrY PLAN �y� .t1t. 1 V AERIAL �Si,� t DUAL X, >r ' !!• .lr;R,'••r:•... r n is j; !i•.'' �:` VEFUW r 1 MH L„ r �ST!rA. I&M g emoval of subsoils ' xposing natural and deposits at \ ubgrade elevation. t �6) 4. PVC v�rtUm mono CAI �A j pow.;pulp (6) i' PVC VERizoA" {y } '�3�J��`•Dom•�.. 5+ 'fit' �'.. _"�'' - .$ .i:• �. M•.IF 1,+_ir/ {.:�Y., /. %`l*.f"..��q. '..��'•l.11��a ! ...�"4`,r+,...,..r'^n.✓"r.`i.-+ 0j��n._;�:�:... �..,R;;.::. -.r''t.q'-�' ...t'^�:: ..• "k".a�! ��O 194 �. ,� `r.:^.�:"•' ,�... ..... 6r. i1 for bhr t > :._ .....'. ... .... . .s;rr;o^-..:..:;. .;.__ -:.:__ ..•.. ..... ..•....:: .'.". .: : .... ..... .. .... «..,....•_. .,_.KiM6.n.......__ ......'ry'..... ......... J - .__........�.. _ •+ .}...,........ _ .. ...... r •`.. .. _ .�.-. S!'.(Ld/..'r;r 1:�� r-.... .yi'a..... .. -. "f.:,..........-........._....... :•/•• -...._�«.._.i'(DC..',ii�-Y� .�•�. :r�•<.i'. .l.`7•�I�z•`.i.•.....I._.... -. -• I..//.fTi+.+ .'a��4` { vi! •w � ,. .. :t!" •�7Mi:I_�V., !?c•.• •��p{�� llr. ;, } t.J ..{!J I'� � .N %;%T� mow';:)...-:.•�l':�.r,.. _i �C i��-_• _ .r. j. •',- n7'Irf \14 tit'-•'. ,Lr. rj?j ^ i, ,I••"• BE= NEW TRENION f TFO CH FNQAMATION P .� 05-Left V AT POi,6t#BUI�p QV�Op Lo va►of IU? UT.7 5 Richardson Lane JOB NAME: Stop Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 04-24-02 Stoneham,MA02180 PROJECT NO. FIELD SKETCH 2 of 2 � Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781438-6216(Fax) Soil Inspection Report Report Date 04/24/2002 Report No. 37 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 55 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork constructyion EQUIPMENT: Cat 140G grader, Hypac C850B single drum vibratory roller, Cat 436C backhoe TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Grading of retail parking subgrade and pavement base course continued south of retail building "A" using a Cat 150G grader to expose existing compacted subgrade to the proposed elevations. Reclaimed bituminous concrete was blended with existing granular subgrade for re-use as reclaimed pavement base course. Compaction of subgrade continued with the Hypac C850B single drum vibratory roller making 6-8 overlapping coverages to provide a dense stable surface. Grading, distribution and compaction of reclaimed pavement base is ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard � 3 ��', UM•O O,rmn 33 r -K WSWYJa SW SE RNeSS tt ♦✓.I✓�.•ti1`V•-ems'•, STATWN TM PUMPS YAMTAM PROTECTANPROTECT ��'Ir MR01EC'T /• R'y�y-t •�`�.� _ "-_ - 0051R/C L//�¢IRiO CT1A '/, DRSTMc CREASE TRAP ; IJ,ORANT - m-e•.e //'� .� .� MSTALL T V-•s•BOW Or- �'F— '_ � { ec MA / AND CONNECT rA ua _ i is 1�Yb Y'� ! 'tALV4E Y _rs-- f Rn.OaAR •Y',T.i. fro - -��•:.'�r �-1 - ITTP)A1E RMOC ',�iMhfiufiOM'OAL5*14 1� , - -^�lN - -�".• :/ /��, / //• 1 awn =1' ?c•v��.. .�} \', ' w r--� R� 1. ■ I i�,�ll� �r0u[�,,,'rj, � e.._�♦ .ci^�- / - / /i//// .'i` ;. * ��. .r 1 .:`�y �, IYD --1�s 6i. ss 11 , ',',r( l.,lr�l," } / �:y/% I• �' �.-..` � � :•aY �.._� , •T,roFp1° -xf ( �y ra�vmh 9nAT YARrt AMANo g° -�.� 1 ! + :aTe i/:i//•%�/% REcwCci �� or+oRt:r wsnd0-...' :loco E"mR nosnNc w �T�" 1- ��. � / -•AA SEfOR DONNEL,1p1 �, L, •., y 1- I ` ' SE,■A/ /OOIR•'.'.'71aM .ua° ' =i.. � i(I Y•1 �.: :i 1 ',', .T.Oi tlrll� /. / / /,'i//'•/,•/ _ Qi Y.tOp t - 'p iv -� /. / ,� le ,,, .fne' , ,,,, 1 •\ % _.._-a.rx' ' to I �:', i'P,'r V�-r ' ` ,/,/ii �^/ / �-•� - _a° -ee sa -' \ � m,ean i. 1' ■ ' �''�' ■ ,1 ��, I �/• 1 l-/ /,•�,� r __ - -'' .ir.eo,r . C7 BUIbMD �i YAMAM AND PROTECTROAR.A �, ,' , ,'1'i / •/•, CDslfla TR "S AAO ,.,I f •rg� 1 /,..y.. x•L„ 'J j �, �1 `y�• • ,v fix' - uae��E'T��,a` l , omwrt T' - Roar DRAM zro ,1 ;LV µ. 1 atcarttt t_.J 1 `' :�r {` a- t��4CESS + a .'� -_ ut • t_.J 1 ^`' , / _ - _C 1 TO/oRouo�•rpA&SLID aR>. /N (Retail parking area : pavement base ' f ;,; f�_ a.o,, r,j ! g:� : �. -------i a course excavation, o : i a j a r lr— N ., _ '� ;grading and /1 ��MY .rcr�c.nw ;° , •�'+1 I ' ; E , �,,T, \" 'compaction continues. -� = AA33 r• pry .7c j t 1 AKA ( C I I ■ 4,t_, Rrl ff @@ AND T �y AREA i to RV t•.. / } ' $,M • b - ` ERISTMG.ASNS ro � ♦ -n,le � t ( /' ./., .pll/GALL I t 1----' ■ ■ --------r-- � 1 r � y aC RYLO,�(TYP) /f,rtm•.r:.x. ?r 1 ' i /,9 • r AND AT _ 1 sD --'r-- �r(Ey►) 4- -- -----------e=5----�_ _� .�_ fD1i ••ee.A r-TAIR(/ dw, - — RE1■71 0104-10 rD i .wo 1 e'�' 1 ✓^1' o FETAL ,:w, `' ' :NAMTAM J • R.CS �* 1-uw �•'D © ilfRny CT EIDSTRIO 10 n114 6zT. ,1 • .,, Q -w, _. • ' YAMAM AND \ -. .-. ..-. ........... 5 Richardson Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John Kielty FIELD SKETCH EAST `�TS Stoneiam,MA 02180 PROJECT NO: DATE: 04-24-2002 Y � Of Massachusetts. -The Construction Testing. People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT INSPECTION REPORT Report Date 04/23/2002 Report No. 2 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Contractor Kay Construction Hyannis, MA 02601 WEATHER: Cloudy/rain, high 40 Is . _TIME:, 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction SUMMARY: Placement of 41, bituminous concrete base course was performed along eastbound side of Rte 28 at intersection of Rte 28 and Putnam Avenue continuing easterly. The base course material from Lawrence Lynch plant in Falmouth was placed using a Barber BG 245C paver screed at a thickness of 4 1/21, to 4 3/411 to accommodate a 4" to 4 1/411 finish thickness after densification efforts, which were performed by one Hypac C766B twin drum roller and one Dresser S4-6B twin drum roller making several overlapping coverages to depress the binder course to resistance. Material temperature at the time of placement - ranged between 275 and 295 degrees Fahrenheit. One bituminous concrete sample was obtained and returned to the UTS lab for analysis. Test results will be available upon completion. Paving operations are ongoing. These observations were related to Mr. Cunningham prior to departure. _GENERAL REMARKS: Inspector ,: t Premium F' „ , ` Travel Nanl@ ' g , Hoursn-s Time. a, Al w, :AtTlme J. Kielty No REVIEWED BY: William P. Crabtree WT y cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/23/2002 Report No. 32 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy/rain, 50 degrees _TIME: 7 : 0.0 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction and perform field density tests EQUIPMENT: 10-wheel dumps, 18-wheel dumps, Cat M318 excavator, Cat 330L excavator, Cat 140G grader, Hypac C850B single drum vibratory roller, Cat D4C dozer, Hypac C766B twin drum roller, Barber BG245C paver screed, Dresser S4-6B twin drum roller TEST METHOD: ❑X Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Maximum Field - Test Percent Dry Dry Percent Elevation No. Moisture Density Density Compaction Location. (Feet) 1 6.4 142.5 141.4 99.2 See sketch Top of subbase 2 7.5 142.5 142.9 *100+ 3 6.41 142.5 13-7.71 96.7 4 1 6.41 142.51 137.31 96.9 " P, OBSERVATIONS: Removal of subsoils along south shoulder of existing Rte 28 roadway continued using a Cat M318 excavator to cut and remove subsoil to roadway subgrade elevation exposing virgin natural sand deposits consisting of F-M-C sand, little gravel, trace silt. Excavated materials were loaded on 10-wheel dumps and transported off site. Subgrade was proofrolled and densified using a Hypac C850B single drum vibratory roller making 4-6 overlapping coverages. Removal of existing roadway bituminous concrete pavement continued along eastbound side of Rte 28 (south of Putnam Avenue) . Existing bituminous concrete pavement was saw cut along existing center line of roadway and removed using a Cat 330L excavator, exposing undisturbed natural sand deposits consisting of F-M-C sand, little gravel, trace silt, and loaded on 10-wheel dumps to be transported off site. Subgrade was proofrolled and densified using a Hypac C850B single drum vibratory roller making 4- 6 overlapping passes. Excavation, removal and densification efforts are ongoing. Placement and grading of 12" lift of dense graded crushed stone from Lynch Pit in Falmouth was performed at roadwork excavations along south side of Rte 28 using a Cat 140G grader to evenly i � Of Massachusetts- 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/2 3/2 0 02 Report No. 32 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction j . distribute and backdrag-offsite subbase material to depress placement to resistance. Compaction was performed by the Hypac C850B single drum vibratory roller making 6-8 overlapping coverages to densify placement. Placement and densification efforts are ongoing. Four field density tests were performed at top of subbase elevation in accordance with ASTM D1556 using the sand cone method. Test results exceeded 95% of the modified proctor ASTM D1557. Field density tests #3 and #4 were performed in areas where pumping of surface was observed and unstable soil conditions exist. Although compaction tests were favorable, it was recommended by VHB Highway Construction Engineer Dan Mitchell that corrective actions be taken by Lawrence Lynch to replace unsuitable soils. This information was relayed to Lawrence Lynch supervisors Mike and Chris Lynch. Pavement operations went forward without corrective measures. These observations -were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours _. Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 0 _j LLI REUO�E EXtSTW- 10. PLUC AND Irxa'xiZ' TES CD -CONNECT EXISTING IT WATER 2 12 GV UAN To NEW if WATER mA1-4 12"X10' FICREASER 12' GV ON CEXERvuE-0STER1ALLE SDE RojoVE E=TWG Er PLUG AND C044ECT 03ST1NG 8' WATER LM M NEW IZ' WATER MAM enz M :r of i�H 12 Ir ow *@Vlel NSTAR NE-178 MH 6591070 !j ELECT 1; —'GAS 4-- -- f APPROMMATE LIMIT OF*RX To BE PERFoRmED UNCIER A SEPARATE OFF-SiTt IMPROVEMENTS CONTRACT Field density test#2 I H M-67.i "I Elev.: top of Subbase ense graded stone .. ......... compaction: 100+% flacement, grading, SIT MH ...... (compaction of 12" ...... --subbase. Placement of C Z! bituminous concrete course s _af 'Bituminous concrete 'base course sample location TO BE PERFORMED UNOR A 6- SEPARATE OFF-SITt [WROVEMENTs CONTRACT 31 NSTAR NE-17B MH 6591010 < area of observed pumping 'j , !bf subbase Field density test#4 Elev.: top of subbase S �dense graded stone 40 compaction: 96.4% UTS5 Richardson Lan Stoneham,MA 02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 3 PROJECT NO: DATE: 04-23-2002 IGROUM::] VERIZON/NBTAR NEW UTILITY POLE -VERIZON TO GO UNDERGROUND 6 CONDUIT(44) ppMPLETELY UNDERGROUND :N TAR TO GO UNDERGROUND 8 CONDUIT(6') (Placement, grading, ompaction of 12" Subbase. Placement of tCT BURIAL VERIZON LINE PLACED IN TRENCH . w ... Man X. .�... ...�. MMM . w "Mw bituminous concrete ..... ..... •.. ..... .�. . ■ �. base course `.Field density test#1 ; Elev.: lop of subbase _--- - -- — 4 PVC VZFd NEW dense graded stone Tea of observed —y^` ,r..:� p40CAjtlD _ -- — o pumping of subbase — a ' -- compaction: 99.2/o ••� , _ r PT r" a l.i Field density test#3 1 r%M.D CONDU Elev.: top of subbase Removal of subsoils $�DETAIB A&B ense graded stone exposing natural ompaction: 96.7% ;sand deposits. 4 28 1m rovements DRAWN BY: John Kielty DATE: -04-23-02 UT-S+ 5 Richardson Lane JOB NAME. Stop & Shop R to p �I LLD S ��' -�Q'F•3 �, Stoneham,.MAo218q. . PROJECT NO.' ' IDERGROUND 6 CONDUIT(41 I _RGROUND 6 OONDUrr#r) i EXISTM AERIAL.UTILMES TO REMAIN AERIAL ` STA. 18+96 rF:r � V Placement, grading, NMI" �" ' compaction of 12" i subbase. Placement of Removal of existing ' " bituminous concrete DMINO WRtCT BURIAL VERIZON UNE PLACED IN 1Rbituminous concrete 6) 4• PVC vERgM base course e. ,�. ....�.... per.. '�... ... .�. .... �. �.w� ..'!structure ..� rt .� .... r.. .... ..... e. i i:t WAtair (6) •4' PVC VERIZON i fl OOATO (6) 4' PVC VERIZON .._.. ...- - .. +.�� .1. •Cy¢7�. _ .. ;i; - �'`•.a:�.,' ..._ ...`_.. �:t. , _... ......r...�....yt..:t✓�i�'✓� ✓�.A :�::�:•..=�.�..b..l.,�..r l;.'...:..._.r.. ... •...� r •• ,rrPT V .w...r•�.. .� • r+ � �.�—� �'•'r:'.�.�'..�'�rr�'i...� �� ..�. '��- �• .�..� �'� w.•r .�.,. a.►nN�.r''cull:'.w•..�.�•�. - �:�� .......... - t_ ... .. ,... .. .. ... .. .-.^ter ) ... ..• ... •:t '. ..... .. _ - ..1' •>. fir ... -`!.. ..-.R...'%\...IDS 77-7 t :.. r ...._.. t ... '.:r�,. ..... .. ,�,.'..� ....... .. . ..- � ,' .. �::........ ... .. ..... .ram ; PROPOSO 00NDUrT TRENCH �. I SEE DETAp.B A A 6 TRE1�EX00ATION � t� f� .fr�r.Y r � •1 U1-S 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 04-23-02 Stoneham,MA 02180 PROJECT NO. FIELD SKETCH 3 of 3 Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/23/2002 Report No. 34 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp 'Hyannis, MA 02601 Concrete Co. Mixed on site ALL.FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM. C-109 CLASS MORTAR: Type S 1800 psi No. Of Sets: 1 SET 1 LOCATION: 4" Calcium veneer silicate C.M.U. and interior column line G2.7 to 3.3, first 3 courses. Total Unit Air Temp. (F.) 47 Lab Size Area Date Date Age Load Load Mortar Temp(F) 46 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) _(psi.) Time 10:30 Z754 2 x 2 x 2 4.00 Good 04/23/2002 04/30/2002 7 5,200 1,300 Z755 2 x 2 x 2 4.00 Good 1 04/23/2002 05/21/2002 28 Z756 2 x 2 x 2 4.00 Good 1 04/23/2002 05/21/2002 1 28 GENERAL REMARKS: Inspector ,. Premium Travel Name Time Hours lime' P. Viscione No REVIEWED BY: Steven T. Crabtree -/� cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i Of Massachusetts Inc. "The Construction-Testing people" LETTER OF TRANSMITTAL -:SOIL--TESTING-RESULTS- - PROJECT: DATE: ' LA a'3 T o U SAMPLE NO. PROJECT NO. _NOL ` Sample Submitted by: ---�St)y 1 Date Submitted: I dal T— SOURCE: ❑ On-Site Generated @ Location: Off--Site Borrow: ❑ Other: REQUESTED TESTING PROPOSED USE 12 Gradation Analysis ❑ Structural Fill Wash Sieve Analysis ❑ Granular Fill Modified Proctor Test ❑ Common Fill �p 'Atterberg Limits- Q: Ordinary,Borrow ❑ Other: �. '❑ Massachusetts DPW tandard Specifications Other:—a(0 REMARKS ❑:Does conform to the Project'Specifications. ❑ Does not conform to the Project Specifications `Marginally does not conform to the Project Specifications SeCN-;g,y-, ❑ Other ❑ No Specification provided to our office. ❑ Specifications provided to our office but sample not submitted to a specific use. ❑ Sample submitted without indication of intended use and without Specifications. We suggest the suitability of this soil be reviewed and approved by the Architect & Engineers-of-Record prior to use on the project. Ned Callahan John C. McCarthy Soil Laboratory Manager Soil Department Manager Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 ' GRAIN SIZE DISTRIBUTION TEST REPORT - <_ <_ <_ < _ •- \ C t N 00 O O O O O 100 (O M N M\1 \ M zmt -lR Oc S 90 80 70 w z 60 z 50 w U w 40 a 30 20 10 0 200 100 10.0 1 .0 0. 1 0 .01 0.001 GRAIN SIZE - mm % +3'' % GRAVEL % SAND % SILT % CLAY USCS LL PI • 0 . 0 41 . 4 51 . 4 7 . 2 SP-SM SIEVE PERCENT FINER SIEVE PERCENT FINER Location : inches numize •ber size s • LYNCH PIT , FALMOUTH • 1 . 5 100.0 4 58. 6 1 97 .9 10 47 . 3 0.75 91 . 7 20 34. 7 Description : 0.375 72 . 3 40 21 . 1 • F-M-C SAND,AND F-GRAVEL 50 16. 1 TRACE SILT 100 9 .8 Section 02200-7 GRAIN SIZE 200 7 .2 2.01 (6) Dense-Graded D 5 . 13 ,• Crushed Stone. Sample 60 D 30 ' ar tna oes o Meet d _, D 1 0 0.153 a_', d+��Ji" Remarks : COEFFICIENTS #200 WASH SIEVE Cc 0 . 57 Cu 33 . 5 UTS OF MASSACHUSETTS. INC. Project No. : 7404 5 Richardson Lane Project : STOP & SHOP STORE #66 , COTUIT, MA Stoneham, MA 02180 Dote: 4/23/2002 Sample No . 7439 ---] MOISTURE-DENSITY RELATIONSHIP TEST 150 145 U a_ 140 T U c 135 L 130 ZAV for Sp .G. = 2.80 125 2 . 5 5 7 .5 10 12 . 5 15 17 .5 Water content , % Test specification : ASTM D 1557-91 Procedure C, Modified Oversize correction applied to each point Elev/ Classification Nat . S G LL PI % > % < Depth USCS AASHTO Moist . p . 3/4 in No. 200 SP-SM 8 .3 % 7 .2 % ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 142 .5 pcf 140 .6 pcf F-M-C SAND , AND F-GRAVEL Optimum moisture = 6 .9 % 7 .5 % TRACE SILT Project No. : 7404 Remarks : Project : STOP & SHOP STORE #66 , COTUIT, MA Location : LYNCH PIT, FALMOUTH Date : 4-23-2002 MOISTURE-DENSITY RELATIONSHIP TEST UTS OF MASSACHUSETTS , INC . Sample No . 7439 � Of Massachusetts. -The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/23/2002 Report No. 36 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy/rain, 50 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 140G grader, Hypac C850B single drum vibratory roller, Cat 326C backhoe TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of site lighting electrical conduit was performed at retail parking area using a Cat 436C backhoe to an elevation of approximately 18" exposing natural sand deposits. Upon installation of conduit, a single lift of excavated materials was placed and bucket compacted using the Cat 326C backhoe to make several passes. Grading of retail parking subgrade and pavement base course continued south of retail building "A" using a Cat 140G grader to expose existing compacted subgrade to the proposed elevations. Reclaimed bituminous concrete was blended with existing granular subgrade for re-use as reclaimed pavement base course. Compaction of subgrade continued with the Hypac C850B single drum vibratory roller making 6-8 overlapping coverages to provide a dense stable surface. Grading, distribution and compaction of reclaimed pavement base is ongoing. Placement and distribution of 8" lift of offsite gravel base course at the rear of retail building "A" was performed using a Cat 140G grader to evenly distribute and depress placement of pavement base course to resistance. Gravel base material consists of F-M-C sand and gravel, trace silt, from Lynch Pit in Falmouth. Compaction of gravel base course elevation began by making 6-8 overlapping coverages with the Hypac C850B single drum vibratory roller to provide a dense stable surface for paving. Grading, distribution and compaction is ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. 0Of Massachusetts'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/2 3/2 0 0 2 Report No. 36 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S &' S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay construction Inspector. R, r Premium �. ' Travel , Name., �.5 y s ,e 3.ats-CtW' F1ata.°t `b rinl@. I�0Ur5rnrtn �' "=T ' li ¢ $Tlnle .1i2° J. Kielty. No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard • L MAINTAIN ANG PROTECT CO-20 -.3-4 E)USTWO SERMM STATION"ITH PUMPS a.so �w 28 OF;, MAINTAIN AND PROTECT uL VOSTING CFWASE TRAP Distribution and X;:� % AND CONNECT TO grading of gravel EMSTING WATER UK j; RELOCATE -base course. Irs— HYDRANT INSTALL 174V BEND �!;�, .4 V • RELOCATE w m m -- .J T --- --- itc k-M i"", iso AM AM N ....... 04D T VUSTI ?OTECT IOUSTWO l 1T C0NTO SEVOI 0ONK70N I —am OMowsa5 4 2V2 GAWEN z C= Of —A. RETAIL A AWAIN AMU P*01 CT J VMS T" OAS AM CABLE ao LIL ENE ROy DRAIN • 24Q RECONNECT C3::D "'A ;L::IAs , TO jt, LVE ro PROS C .2 F ')'N Retail parking area !pavement baseISn. )�-w, r V course excavation, f 1! 1 fq., ALL -14 Uj !grading and 11 Lf % CT compaction continues AND Z,t AIIEA AREA Rot All (11,41P)m III COSTING— CONNECTION AT NO ---———— ————— 4U rD w FETAL FETAL Excavation and .Sss DWAM — \. a t 10 rR 577. installation of si e lighting conduit 7: 12 NAIL C RETA&c YAM AM AND . M ... ............ v*764 unify FAIx,m 711". ............. ( ITS 5 Richardson Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John KieltyRELD SKETCH EAST Stoneiam, MA 02180 PROJECT NO: DATE: 04-23-2002 .r. Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/23/2002 Report No. 35 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 WEATHER: 40 degrees _TIME: 6' 30' A.M. CONTACT: Craig Williamson`of Kay Construction SUMMARY: Due "to the light rain, the placement of 4" Calcium Silicate C.M.U. at the front elevation was delayed. A general clean up of wall masonry work areas was conducted at the front elevation. Calcium Silicate veneer was washed down at column line F, 2 o 2.8 from the first course to the top course just under the mid roof. The area was wet down with clean municipal water, after which a weak solution of Vanatrol and water was applied with a soft bristle masonry brush and then rinsed clean. A masonry rubbing stone was used to remove excess mortar. Type S 1800 psi was then mixed with municipal water. At column line F, 5 to 5.6 at the inside entrance, the arriscraft veneer caps were set in place at column line G at 2.7 to 3.3. The first 3 courses of 4" calcium silicate arriscraft veneer were placed. Masonry ties were placed 16" on center. The placement was plumb, joined well and tooled cleanly. A sample of the mortar was taken for lab testing. _GENERAL REMARKS:' Inspector x ,,. . a , pPremiErn s *Travel Name Time Hours ' Time P. Viscione No Min Day 1 Hr(s) REVIEWED BY: William P. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva � Of (Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/24/2002 Report No. 36 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 WEATHER: 50 degrees _TIME: 1 : 30 P.M. CONTACT: C aig Williamson of Kay Construction SUMMARY:- The wash down'of calcium silicate arriscraft 4" veneer at the exterior of the front elevation has been completed. The general clean up of all masonry work areas is still in progress. At the front elevation interior at column line G 2.7 to 3.3, the placement of 4" calcium silicate arriscraft veneer was completed. Sections were placed from the third course to the top, including the caps. Masonry ties were placed 16" on center. The sections were set plumb, true to line, joined well and the 3/8" mortar joints were cleanly tooled concave. Type S 1800 psi mortar was mixed on site. A sample was taken to fabricate three (2"x2"x2") mortar cubes for lab testing. These observations were related to Mr. Williamson prior. to departure. GENERAL REMARKS: Inspector. Premium Travel Name Time, Hours �,, Time P. .• ;�'. P. Viscione No Min Day 1 Hr(s) REVIEWED BY: William P. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice).781-438-6216(Fax) Concrete Field Report Report Date 04/23/2002 Report No. 3 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 WEATHER: -TIME: t � . CONTACT: SUMMARY: Transported 3 sets of cylinders cast on 04/17/02 to the lab for testing. GENERAL REMARKS: Inspector Premium t Travel' Name Time Hours Time D. Lent No REVIEWED BY: William P. Crabtree / �Q W7 y cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva I I Of Massachusetts: 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/2 3/2 0 02 Report No. 34 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Mixed on site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 psi No. Of Sets: 1 SET 1LOCATION: 4" Calcium veneer silicate C.M.U. and interior column line G2.7 to 3.3, first 3 courses. Total Unit Air Temp. (F.) 47 Lab Size Area Date Date Age . Load Load Mortar Temp(F) 46 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Time 10 30 Z754 2 x 2 x 2 4.00 Good 04/23/2002 04/30/2002 7 5,200 1,300 Z755 2 x 2 x 2 4.00 Good =905/21/2002 05/21/2002 28 10,100 2,530 Z756 2 x 2 x 2 4.00 Good 1281 10,300 2,580 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co. Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva r � Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/23/2002 Report No. 12 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction 'WEATHER: Cloudy/rain, 50 degrees TIME: 7 : 00 AM' CONTACT: Bob Cunningham from Kay Construction & Carl Grassetti from Grassetti Bros . PURPOSE: Observe earthwork construction and perform field density tests EQUIPMENT: Cat 325B excavator, Bomag Supra DPU 6055 heavy plate compactor, Krupp 10- wheel crane TEST METHOD: ❑X Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Maximum Field Test Percent Dry Dry Percent Elevation. No. Moisture Density Density Compaction Location Y (Feet) 1 6.4 126.6 122.3 96.6 See sketch 63' 2 1 7.51 126.61 123.01 97.2111 1641 OBSERVATIONS: Backfilling of previously waterproofed foundation walls continued at wastewater treatment facility building "G" using a Cat. 325B excavator to place and bucket compact 12"-18" lifts of granular fill '(onsite natural sand deposits) consisting of F-M sand, little F gravel, trace silt, which was previously excavated and stockpiled from wall/footing locations. Compaction was performed by a Bomag heavy plate compactor making 6-8 overlapping coverages to densify each lift placement. Backfill operations are ongoing. Installation of 15,000 gallon anoxic tank and one 15,000 gallon aeration tank was performed using a Krupp 10-wheel crane to place and assemble precast sections in previously prepared excavation. Sections were placed upon previously placed 12 inch bed of 3/4" stone. Two field density tests were performed according to ASTM D1556 using the sand cone method. Test results exceeded 95% of the MDD obtained from the modified proctor ASTM D1557. A field sketch is enclosed for review. These observations were related to Mr. Cunningham and Mr. Grassetti prior to departure. " Of Massachusetts -The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/2 3/2 0 02 Report No. 12 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Inspector " Premium c Travel 'S xx rb ousName:ps rime H" `+•` ' ' •. 3 Time. . J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard �, o Placement P �o ement of 15,000 . 13.000 GALLON nay / 11,000 GAt g alIon anoxic tank nNowc TANK cnonr`°rs i / EW UZA nd one 15,000 <tl'-+xzs'-10�x9-3 WDEEP) n?6� _,VENT R1 pr-4 rQ2gallon aeration tank t - 2. P%c CON (sua7oso • •% 15.000 GALLON AERATION TANK / RISER 7%0 REQWRU) ��`` �� ``_ •.. (11'-4'x29'-10"x9'-3 WDEEP) / c �. -�� •� ��— \� •. � H - 2Foundation wall :na , '` MIX ` � VENT AND rbackfilling (interior �• /, — \ RISM VONT nd extrerior) continues _:`"�• o ? 6s.r I,f /`` s woo F04CE {,_•�• +�' < /1 �,'.1, �C7o Q +�'�^1 y'\ BADE .'1 _� ,ray '{e��e��V��//.J/\q/��. �a C '•r ?�� (DIP) i�� 'i ��.!/4�r ice'`~�\ C£�ERAOTbR3 ':iy ?'• � (DIP) Field density test#1 ;✓ .,. .. l ranuar fill ompaction:96.6% l i 63. ( :J { �� _, DROP '100": , . 1 SETTRINrj TTANNKK � � .� 1, * � Field density test#2 F 01*-a•x22'-x•x9'� W ii+ai �^ �/ '& /�' Elev.:64' (RECIRC) ; = 3 `" ranular fill t f6 I cn I�sasO I ompaction: 97.2% t' ' s `do i h r UOE T VOLT VALK CHAMBER '. \ 5 ; DOSING 1 PUMP : 6 8_S ��STATION w r O r ri r w rr■ r �-• rw�rr�r.r�rr.rr.&Yaaiav; ft�mrWftww�rrraw0. �7 ��-S 5 Richardson Lane JOB NAME: Stop & Shop Building "G" DRAWN BY: John Kielty IELD SKETCH " Stoneham,MA 02180 NO. DATE: 04-23 02 F B L D G G A I � + Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/2 2/2 0 02 Report No. 11 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy/rain, 45 degrees .TIME: 7 : 00 AM r. CONTACT: Bob Cunningham from Kay* Constrilction and Carl Grassetti from Grassetti Bros . PURPOSE: Observe earthwork construction EQUIPMENT: Cat 325B excavator, Bomag Supra DPU 6055 heavy plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Backfilling of previously waterproofed foundation walls began at wastewater treatment facility building "G", using a Cat 325B excavator to place and bucket compact 12"-18" lifts of granular fill (onsite natural sand deposits) consisting of F-M sand, little F gravel, trace silt, which was previously excavated and stockpiled from wall/footing locations. Compaction was performed by the Boinag heavy plate compactor making 6-8 overlapping coverages to densify each lift placement. Backfill operations are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham and Mr. Grassetti prior to departure. Inspector` Premium " Travel Name '' Time ` Hours ' rA Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard AP,cRO� •l 15.0DO GALLON Pq CO ANOIOC TANK �l R PRD a CT��V Ck- / 7-11-ODO GALLON E:QUALJZATION TANK y 44 DEEP) Ononi'_ S�4iCr Two REQU Sir VENT Rlst (11'-4'tQ2'-2"x9'=3 a4"DEEp) t -Z' PVC COND. (SUCROSE 15,OW CALLON AERATION TANK ` 7TY0 REQUIRSD r-•` / �T ~ � �. „� �VENT AISfR, (11'-rY19'-10"x9'-3 a4'Dl"EP) 3 - 2" PVC CONDUITS FOR -� Foundation wall NaON a SWOWSE TUBING �M t +�ti 66•1x backfilling (interior VENT AND SENSOR VMNG / nd extrerior) begins MSER VENT TO ROOf 12'S v OF tiITRI( TYPICAL it 67 ..y^ 65. 1 6' WOOD F04CE x STOCKADE ?�4 (DIP " ;.e.��)�;, �?'+�,�� i'i`�c�`�� GE1:BY& �1 Pr / �♦ ��` • qk 9 B4 i cTi � �.� 1•e2s6 �,�`/S � p� Y4 � � e 1 , r AEA'r' "1 '` STANDARD ' qo 11,000 GALLON �' :� DROP�T)O ;.ti1� '` ti4.3 ' Q1TTY 4 PAVEMENT SETTLING TANKvat�'r � (11'-4'x22•-2"r9`-t3 3'4'DEFP I 1 f ' (RECIRC.) 3 ii 6 i Cn 1-82 54 , i�� _ I �'an`n� �o � 83 75' 83.7 Va / t �7 ' UGET / VALVE CHAMBER 6 I DOSING / PUUP STATION �. L rrr ftmm � rr�. i♦r.rd� a� ♦ t� ♦ .�� r .!'. I O r•��rar■ ■ti ammovanawn`i mom r.r✓3 � tj UTSsoRn'enar;aMA0280PR0 ECOB NAME: Stop Shop Building "G�� DATE: 04-2-DRAWN BY: 02 Kiel tyFIELD SKETCH BLDG "G' ,, O. � Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/22/2002 Report No. 31 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy/rain, 45 degrees .TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10-wheel dumps, 18-wheel dumps, Cat M318 excavator, Cat 330L excavator, Cat 140G grader, Hypac C850B single drum vibratory roller, Cat D4C dozer TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Removal of existing roadway bituminous concrete pavement began at west side of intersection at Rte 28 and Putnam Avenue and west of intersection (in front of retail buildings Dunkin Donuts, etc.) . Existing bituminous concrete pavement was saw cut along existing center line of roadway and removed using a Cat M318 excavator, exposing existing dense graded crushed stone subbase and loaded on 10-wheel dumps to be transported off site. Grading of exposed subbase was performed using a Cat D4C dozer to evenly distribute and depress existing roadway gravel base course, providing a dense base that was proofrolled and densified by a Hypac C850B single drum vibratory roller making 6-8 overlapping passes. Grading and rolling operations are ongoing. Removal of subsoils along south shoulder of existing Rte 28 roadway was performed using a Cat M318 excavator to cut and remove subsoil to roadway subgrade elevation, exposing undisturbed natural sand deposits consisting of F-M-C sand, little gravel, trace silt. Excavated materials were loaded on 10- wheel dumps and transported off site. Subgrade was proofrolled and densified using a Hypac C850B single drum vibratory roller making 4-6 overlapping coverages. Shallow direct buried telephone utility cables were encountered during excavaton hindering excavation to proposed subgrade depth. Utility company (verizon) is on site to determine course of action. Removal of existing roadway bituminous concrete pavement began along eastbound side of Rte 28 (south of Putnam Avenue) . Existing bituminous concrete pavement was saw cut along existing center line of roadway and removed using a Cat 330L excavator, exposing undisturbed natural sand deposits consisting 4 Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/22/2002 Report No. 31 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction -of F-M-C sand, little gravel, trace silt, and loaded on 10-wheel dumps to be transported off site. These observations were related to Mr. Cunningham prior to departure. - Inspector Premium Travel Name Time Hours; Time.' J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell • Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard r 'P 0 REMOVE EXLS'n?4G 10'PLUG AND Ld CCN"ECT 00STING IT WATER 2IrX8*XI2' TEE pp- 12- UAW TO NEW IZ' WATER PAIN GV -7 77--7- LLL ZL I 2-XIO-w4CRE-ASER 1 12-GV ON CENTERVILLE-OSTERVILLE SWE REWOW EXISTM ir PLUG AND C01184EU DUSTING 8' WATER UAIN M NEW 12' WATER MAIN Tw7ji- ia 12 Ir edz 11' hi-I aw NSTAR NE-178 MH 6591070 ELECT C LLI &A hit APPROXIMATE LIMIT OF}WORK TO BE PERFORMED UNDER A SEPARATE OFF-SITt iMPROVDAENTS CONTRACT FE�-67.7' JI...- ................... 24 Removal of existing -pstructure& placement iturninous concrete z AT&T MH >$T am of dense graded ------- :subbase NrC.A s APPROXIMATE LIMIT OF TO BE PERFORMED UN A SEPARATE OFF-S! NSTAR NE-1 7B IMPROVEMENTS CON ACT MH 6591010 S S 0 40 so SCALE IN FEET UTS' 5 Richardson Lane Stonehann.MA 02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 3 PROJECT NO: DATE: 04-22-2002 ' OERGROUND 6 CONDUIT(47 I :ROROUND d OONDURr 0r) E)CUF 0 AERIAL UTILITIES TO REMAIN AERIAL VERMON VOW MH STA. 164M 4. iJ EKWN0 Oill4( 8tlRIAI VBRRON LINE PLACED W 1RENCIH ) 4" PVC V[R Removal of subsoils j• Approximate area of '� :. exposing natural n :shallow direct burial sand deposits. �'■w'w"�""w"�' telephone (6) 4' PYC VEftIZON O \ .._.... ...... �' . . ... .,..._..._ , ..PT_..._...._. .... _.._._....... ;\1 ..7 , _�'. •.... .ri...•1.«114,14'... ... . . lOON3'1R110710N ♦AiOWC" --- ft ,•.— ..:..-•...•^n+,w"�+� A^'_^�s'*M`. ...":��4.�f,"•'� `. .!"""4�r� �,`�A\n`�•"Z -lr.••r `'� T�'m�{1' �':�".�o... n ........._.....-� .. .._... ..._. _..... :�.n. ..._...._............-._._.., .._ �, t1 fir^` F �°r"�3 tt 1"" ,'•- � T ¢� _ a"� __�_.....___...._- ................,..._.._..r._y _. . .. i"'��'�......��...��`.��`.�._!�1.,..�...!-!..?•�.,o��<Ffi✓'.�.,.• .. +,. ....✓r`�.r..b'`�n•--.�1 .'c�'.*r�1$I.:•.:�...`r'G;�'�'. .`-1,...%'"—r'��'.S. t�. ..., ..� .. '• .�i . . .. ' ••.v...... ..4. IT t.r• .t� _.... .. :: SEE DETAU A A B TRENCH POAVA110N %rig :•:. Al (1�,..1"^If� PV'� Its oar =■aaa�e�n r: , �T� 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 04-22-02 II Stoneham,MA 02180 PROJECT NO. FIELD SKETCH 3 of 3 �t - 4GROUND VEFU N i NSTAR NEW UnUTY POLE COMPLETELY UNDERGROUND 'VERIZON TO QO UNDERGROUND 8 OONDUIT(47 NSTAR TO GO UNDERGROUND 8 CONDUIT(r) f "a "` ""' ld'� "" .... .... .,.., EXISTING OIRM BURIAL'VEPJZ UN6 PlACEO IN TRENCH Removal of existing .�... �•�• �...'.4... q�„ ,�,. ..w ..UN M ..... �. bituminous concrete structureNN ^ : TCD ,r.. RrLOG1jlD (8) 4' PVC VERIZON 01 ,. 17400 �r1ra'Yratai�'�- �. 'r. .�y'r•- ''lr'j� �' T.,,;-•ji,.0 1�.. .......-... ..._. .. . o E:fa�-. ,��j�_+ wfarr �1 ��d,a�r'n'`• .at• .._ti..f � :N-_...�.' - .. ... ............... .. _ ... ... .. . ..... . .,.._...'.... . WAR NE-1781ftra MN SM10 DETAIL800ND 1�t UTS 5 Richardson Lane DRAWN BY: John Kielty DATE: �04-22-02 `7 JOB NAME: Stop & Shop Rte 28 Improvements • Stoneham..MA0218(). PROJECT NO. FIELD SKETCH 2 of 3 � Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/22/2002 Report No. 51 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA. 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 -'-- CUBIC YARDS: 18 SET 1 LOCATION: wall: South wall at lines 1-7 Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 50 No. (in.) (sq. in.) -Condition Cast Tested Days - (Ibs.) (psi.) Type Conc Temp(F) 60 Z588 6 x 12 28.27 Good 04/22/2002 4/29/02 7 81,000 2,870 4 Truck No. 67 Z589 6 x 12 28.27 1 Good 04/22/2002 5/20/02' 28 Ticket No. 19969 Z590 6 x 12 28.27 Good 04/22/2002 5/20/02 28 Time 11:15 Z591 6 x 12 28.27 Good 04/22/2002 5/20/02 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time C. Wheatley No Max Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva � Of Massachusetts. 'The Construction Testing P:eo'ple' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/22/2002 Report No. 51 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: South wall at lines 1-7 Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Y Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ❑X None ❑ Other Slump Specification (in.) 411 Number of slumps out of specification reported to If rejected Approved by Don McKean Remarks: Of ficLumhusem Inc jr uction Testing people 67D/7- RETE POUR Page #JECT NAME: 45,r, �� SATE: PROJECT NO.: `�--� e) AIR TEMP.: TOTAL YARDS: LOCATION OF POUR: s' cc) %/ ��,•� / 7 Load & Slump Batchin Truck # Inches g Batching Time In Yards o , In. Out Concrete /o of Minutes f Ticket # No. of Temp. Air Ild".5 Q 9 Cylinders , I i I i ;PECTOR• REMARKS: chardson Lane, Stone am, Massachusetts 021 80 (781) 438-7755 Fax (781) 438-6216 Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/22/2002 Report No. 33 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 ` CLASS MORTAR: Type ,IS" 1800 PSI No. Of Sets: 2 SET 1 LOCATION: Wall: Front Elevation Interior Entrance Arris-Craft Veneer Column Line F at 5-5.6, 1st 3 Courses Total Unit Air Temp.(F.) 45 Lab Size . Area Date Date Age Load Load Mortar Temp(F) 44 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 8:3 0 Z724 2 x 2 x 2 4.00 Good 04/22/2002 04/29/2002 7 6,500 1,630 Z725 2 x 2 x 2 4.00 Good 04/22/2002 05/20/2002 1 28 Z726 2 x 2 x 2 4.00 Good 1 04/22/2002 05/20/2002 1 28 SET 2 LOCATION: Wall: Front Entrance Interior Entrance Column Line F at 5-6, 3rd Course to Top Total Unit Air Temp. (F.) 146 Lab Size Area Date Date Age Load Load Mortar Temp(F) 45 No. (in.) (sq. in.) Condition Cast Tested Days' (lbs.) (psi.) Time 11.00 Z727 2 x 2 x 2 4.00 Good 04/22/2002 04/29/2002 7 6,600 1,650 Z728 1 2 x 2 x 2 4.00 Good 1 04/22/2002 1 05/20/2002 1 28 Z729 1 2 x 2 x 2 4.00 Good 1 04/22/2002 05/20/2002 1 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Kassachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/22/2002 Report No. 34 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 WEATHER: 45 degrees .TIME: 6 :30 A.M. CONTACT: Craig Williamson'--of Kay Construction. •SUMMARY: The masonry work scheduled for today is to continue to place arriscraft veneer, clean masonry work areas and if time permits, to wash down arriscraft veneer. At the front elevation at column line F from 5 to 5.6. Arriscraft was placed at the inside entrance. Masonry ties were placed 16" on center. Type S 1800 psi was mixed on site with clean sand and municipal water. The placement was plumb, true to line, joined well, and the 3/8" mortar joints were cleanly tooled concave. A general clean up of all masonry work areas was conducted. At the front elevation, column line F.2 to 2.8, arriscraft veneer was washed down from the mid roof to the top of the wall. Samples of the mortar was taken for lab testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time. P. Viscione No Max Day 1 Hr(s) REVIEWED BY: William P. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 04/22/2002 Report No. 3 3 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 CONTACT: Bob Cunningham of Kay Construction .TIME OF INSPECTION: 9:25 AM TIME"OF CONCRETE-PLACEMENT: 11: 05 A14 r Immediately prior to concrete placement, an inspection was made of the concrete reinforcing steel by the field -technician. Due to time constraints, some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: Southwest wall, lines 1-7 VERIFY: REVIEWED ATTRIBUTES Yes No Coverage x Clearance x Cleanliness(heavy rust,scale,mud,dirt,oil,etc. not permitted) x Bar Supports x Tying x GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time C. Wheatley No REVIEWED BY: William P. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Of Massachusetts 'The Construction Testing Pop-11' ' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil.Inspection Report Report Date 04/2 2/2 0 02 Report No. 35 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy/rain, 45 degrees .TIME: 7 : 00 AM ..s CONTACT: Bob Cunniri�4ham from -Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 950G loader, Zip-It AZ480 asphalt zipper, Cat 140G grader, Hypac C850B single drum vibratory roller TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Grading of retail parking subgrade and pavement base course was performed south of retail building "A" . Pulverization of existing bituminous concrete pavement was performed using a Zip-It AZ480 asphalt zipper attached to a Cat 95OG loader to cut and grind bituminous concrete in place. A Cat 140G grader was utilized to expose existing compacted subgrade to the proposed elevations. Reclaimed bituminous concrete was blended with existing granular subgrade for re-use as reclaimed pavement base course. Compaction of subgrade began using the Hypac C850B single drum vibratory roller to make 6-8 overlapping coverages to provide a dense stable surface. Grading, distribution and compaction of reclaimed pavement base is ongoing. Distribution of previously stockpiled granular fill at the rear of retail building "A" continued using a Cat 140G grader to evenly distribute and depress placement of subgrade elevation to resistance. Granular fill material, consisting of F-M-C sand, little gravel, trace silt, was previously excavated from natural sand deposits from building "G" wastewater treatment plant. Distribution and grading of materials is ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector ' ° '^ Premium Travel Time Hours Time J. Kielty No i of .mlassachuse'tts. 'The "Construction'Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/22/2002 Report No. 35 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction REVIEWED BY: ' Chuck 'Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 21 MAINTAXI AND PRaMCT 20 V 03 -34 EASTIO60 SERVICES STATION WON PUMPS 9 2$ MAINTAIN AND =SE TRAP Distribution and ""D CONNECT TO grading of granular fill STALL Ir-45'W9 /Z VALVE M • ATE and gravel base EVSTIMM HYDRANT ;E '-::course continues. N RELOCATE 12-IVNOUPQ J MIX"? A ;—a�nj 7-a l no TTq AN AND RECCNIECT T EASTER CAS GAFMN SE%"TO RETAIL A -MAIPFTAIN AMU PROTECT —2 L, C" _Rw DRUM LVL • T.LYcic AMM IMT14 -2 OL? r4,13V It Retail parking area l pavement base course excavation, grading f Ir LU ALL and compaction.. 60',72 VIOTECT RESERVE VE t X111W AREA 06 AREA To AL I K -I!LLOG NO • ------- 4 COMOCC710" AND PROTECI AT !3LD - r 111114--la -—-—-—-—--- ---—-—- -—-—- IrD wM -41,11- 10 FETAL MAINT TV CTM� A WTSAC6 U. RIETAL C FerA& AlffAM AND ♦ 8030 ...... ....... 4o _j............ Few 777= JJTS 5RichardSonLane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John Kielty FIELD SKETCH EAST Sloneiam,MA02180 PROJECT NO: DATE: 04-22-2002 I °� Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/22/2002 Report No. 51 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS'.DONE ACCORDING TO ASTM:. C-3 9 CLASS CONCRETE: 3000# 3/4" �No. Of Sets: 1 CUBIC YARDS: 18 SET 1 LOCATION: wall: South wall at lines 1-7 Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 60 Z588 6 x 12 28.27 Good 04/22/2002 04/29/2002 7 81,000 2,870 4 Truck No. 67 Z589 6 x 12 1 28.27 Good 1 04/22/2002 05/20/2002 1 28 132,000 4,670 4 Ticket No. 19969 Z590 6 x 12 28.27 Good 04/22/2002 05/20/2002 28 135,000 4,780 3 1— Z591 6 x 12 28.27 Good 04/22/2002 05/20/2002 28 133,000 4,700 2 Time Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector .Premium ,Travel Name Time Hours - _ Time C. Wheatley No Max Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva I f Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/22/2002 Report No. 33 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 "a4LL,COMPRESSIVE STRENGTH TESTS DONE-ACCORDING TO ASTM: C-109 CLASS MORTAR: Type 'IS" 1800 PSI No. Of Sets: 2 SET 1 LOCATION: Wall: Front Elevation Interior Entrance Arris-Craft Veneer Column Line F at 5-5.6, 1st 3 Courses ` Total Unit Air Temp. (F.) 45 Lab Size Area Date y Date Age Load Load Mortar Temp(F) 44 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 8:3 0 Z724 2 x 2 x 2 4.00 Good 04/22/2002 04/29/2002 7 6,500 1,630 Z725 2 x 2 x 2 4.00 Good 04/22/2002 05/20/2002 28 11,200 2,800 Z726 2 x 2 x 2 4.00 Good 1 04/22/2002 05/20/2002 1 28 1 11,300 1 2,830 SET 2 LOCATION: Wall: Front Entrance Interior Entrance Column Line F at 5-6, 3rd Course to Top Total Unit Air Temp. (F.) 46 Lab Size Area Date Date Age Load Load Mortar Temp(F) 45 No. (in.) (sq. in.) Condition Cast Tested Days, (lbs.) (psi.) Time 11:00 Z727 2 x 2 x 2 4.00 Good 04/22/2002 04/29/2002 7 6,600 1,650 Z728 2 x 2 x 2 4.00 Good 04/22/2002 05/20/2002 28 11,500 2,880 Z729 j 2 x 2 x 2 4.00 Good 04/22/2002 05/20/2002 28 11,800 2,950 GENERAL REMARKS: Inspector Premium Travel Name Time . Hours Time" P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/19/2002 Report No. 49 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix , ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS DONE f'.d,"d 2DING T'O ASTM:- C-39 CLASS CONCRETE: 3 0 0 0# 3/4" No. Of Sets: 2 CUBIC YARDS: 77 SET 1 LOCATION: Slab On Grade Receiving Area # 153 Column Line 7 at B-B.A Total Unit Slump(in.) 3 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 50 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 60 Z341 6 x 12' 28.27 Good 04/19/2002 04/26/2002 7 76,000 2,690 4 Truck No. 57 Z342 6 x 12 28.27 Good 04/19/2002 05/17/2002 28 Ticket No. 19944 Z343 6 x 12 28.27 Good 04/19/2002 05/17/2002 28 Time 9:4 0 Z344 6 x 12 28.27 Good 04/19/2002 05/17/2002 28 Unit Wt Ibs/cu ft Air Content(% SET 2 LOCATION: Slab On Grade Receiving Area # 152 ,. Total Unit Slump(in.) 3 1/2 Lab Size Area Date Date-," Age Load Load Fracture Air Temp. (F.) 57 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 63 Z357 6 x 12 28.27 Good 04/19/2002 04/26/2002 7 69,000 2,440 4 Truck No. 67 Z358 6 x 12 28.27 Good 04/19/2002 05/17/2002 28 Ticket No. 19948 Z359 6 x 12 28.27 Good 04/19/2002 05/17/2002 28 Time 12:00 Z360 6 x 12 28.27 Good 04/19/2002 05/17/2002 28 _ Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: * Pump Mix, Fibermes:z, 1% Polsrset 0 Inspector Premium Travel Name Time Hours Time P. Viscione No Max Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES If (1)Cone (2)Cone and Split (3) Cone and Shear (4)Shear (5) Columnar Of Massachusetts: 'The: Construction Testing P`eo.'pfe'° Page 2 y r 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/19/2 0 0 2 Report No. 49 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - cotuit, MA 200 Main Street Contractor Kay Construction Corp ' Hyannis, MA 02601 Concrete CO. Cape Cod Ready Mix . '.cc: , `A Stop•& :Shap `,upermarket C0,7, Attn:•Dan:Donahue z Stop &•Shop.Supermarket Co Attn: Arthur Joubert Kay-Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave. Campbell, Vanasse Hangen Brustlin Inc Attn: Steve Chouinard a Cape Cod Ready Mix, Inc. Attn: Jay Pleva � Of Massachusetts 'The C®n!Wuean Testing People' Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/19/2 0 02 Report No. 49 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT _j"Total Pour: . Slab .On:Deck-Receiving'Ake #152 & gip-;1.53 Depressed Slab: Meat,' Produce, Roll in Dairy, Frozen ` Foods and ice Cream. Method of Placement: ❑X Pump []Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Gas Screed Cylinder Fabrication Location: ❑ Truck Discharge Chute ❑X End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ❑X None ❑ Other Slump Specification (in.) 4 Number of slumps out of specification reported to If rejected Approved by Remarks: �I Of Massachusetts Inc. Rnw Construcflon irestiig PeoW Page # DAILY REPORT OF CONCRETE POUR PROJECT NAME: 52' Zg �.o�`�,?' PROJECT NO.: Gf DATE: AIR TEMP.: O TOTAL YARDS: 77 LOCATION OF POUR: S/o�p ��C�IL�i,✓� A /JGP��- 5:�4� %-b�/100 u �ti r?��ty , /=/1 o zFiy /�o� s 10 �'C,� l'/L �/✓� ILoad & Slump Batching Batching Time In Yards Concrete % of Ticket # No. of Truck # Inches In Out Minutes Temp. Air Cylinders I 7 U a. lf 9391 731 I �" 30 v 2 P �l i 00 7 70 ,I I I I I I INSPECTOR: REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-621( " Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/19/2002 Report No. 49 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE:'3000# 3/4" *- I No. Of Sets: 2' ' '"' JtUbIC YARDS:.77_ SET 1 LOCATION: Slab On Grade Receiving Area # 153 Column Line 7 at B-B.A Total Unit Slump(in.) 3 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 50 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 60 Z341 6 x 12 28.27 Good 04/19/2002 04/26/2002 7 76,000 2,690 4 Truck No. 57 Z342 6 x 12 28.27 Good 04/19/2002 05/17/2002 28 145,000 5,130 2 Ticket No. 19944 Z343 6 x 12 28.27 Good 04/19/2002 05/17/2002 28 143,000 5,060 4 Time 9:40 Z344 1 6 x 12 28.27 Good 04/19/2002 05/17/2002 28 140,000 4,950 3 Unit V11t Ibs/cu ft { Air Content(% SET 2 LOCATION: Slab On Grade Receiving Area # 152 Total Unit Slump(in.) 3 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 57 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 63 Z357 6 x 12 28.27 Good 04/19/2002 04/26/2002 7 69,000 2,440 4 Truck No. 67 Z358 6 x 12 28.27 Good 04/19/2002 05/17/2002 28 126,000 4,460 4 Ticket No. 19948 Z359 6 x 12 28.27 Good 04/19/2002 05/17/2002 28 130,000 4,600 2 Time 12:00 Z360 6 x 12 28.27 Good 04/19/2002 05/17/2002 28 127,000 4,490 4 Unit Wt Ibslcu ft Air Content(% GENERAL REMARKS: Pump Mix, Fibermesh, 1%' Poiarset Inspector Premium Travel Name Time Hours Time P. Viscione No Max Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree t FRACTURE TYPES (1) Cone (2)Cone and Split (3)Cone and.Shear (4)Shear* (5)Columnar I ° Of Massachusetts: 'The. Canstruction Testing Fe'opfe7 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/19/2 0 0 2 Report No. 49 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix cc:- Stop. &,Shop Supermarket .Co Attn: Dan Donahue Stop. & ,Shop,.,Supermarket .Co >.: Attn:,_Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn-. Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva r Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/19/2002 Report No. 32 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. on-site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 psi 'No. Of Sets: 2 SET 1 LOCATION: Wall: Arris-Craft veneer, front elevation, column line F at 2-2.8, 1st above mid roof 8th courses Total Unit Air Temp. (F.) 56 Lab Size Area Date Date Age Load Load. Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 2:3 0 Z262 2 x 2 x 2 4.00 Good 04/19/2002 04/26/2002 7 6,400 1,600 Z263 2 x 2 x 2 4.00 Good 04/19/2002 05/17/2002 28 11,100 2,780 Z264 1 2 x 2 x 2 4.00 Good 04/19/2002 05/17/2002 28 1 10,800 1 2,700 SET 2 LOCATION: Wall: Arris-Craft veneer, fornt elevation, column line F at 2-2.8, 9th course to top Total Unit Air Temp. (F.) 55 Lab Size Area Date Date Age Load Load Mortar Temp(F) 52 No. (in.) (sq. in.). Condition Cast Tested Days (lbs.) (psi.) Time 4:00 Z265 2 x 2 x 2 4.00 Good 04/19/2002 04/26/2002 7 6,100 1,530 Z266 2 x 2 x 2 4.00 Good i 04/19/2002 05/17/2002 1 28 10,200 2,550 Z267 2 x 2 x 2 4.00 Good 1 04/19/2002 05/17/2002 1 28 1 10,900 2,600 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva I Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/19/2002 Report No. 1 Barnstable Building Department Job Number 7463 Attn: Michael Trott Project Stop & Shop Landing Retail E - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 c-31 C-143 C-1064 =ALL COMPRESSIVE STRENGTH TESTS DONE AC;CORDINGTO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: 17 SET 1 LOCATION: Footing: Building E north - Total Unit Slump(in.) 4 1/211 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 62 Z353 6 x 12 28.27 Good 04/19/2002 04/26/2002 7 65,000 2,300 4 Truck No. 67 Z354 6 x 12 28.27 Good 04/19/2002 05/17/2002 28 113,000 4,000 2 Ticket No. 19955 Z355 6 x 12 1 28.27 Good 04/19/2002 1 05/17/2002 28 1 110.;.000 1 3,890 2 Time 12:40 Z356 6 x 12 28.27 1 Good__1 04/19/2002 1 05/17/2002, - 28 •115,000,• 4 070 1 3 Unit Wt lbs/cu ft Air Content(% GENERAL REMARKS: Inspector P'rerhium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES �, II (1)Cone (2)Cone and Split (3)Cone and Shear, (4)Shear (5)Columnar y.; CC: Stop,& Shop Supermarket 'L`Attii rDan Donahue Stop.`&'Shop Supermarket Attn: Arthur Joubert ;k Kay Construction Corporation-- - - Attn:' Michael Collentro -� Landry Architects Attn: Dave Campbell • -yanasse-Hangen Brustlin, ,;\SC Attn: -Steve Chouinard - r Cape Cod�Ready Mix Attn: Jay,Pleva• � t Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/19/2002 Report No. 30 Job Number 7466 Barnstable Building Department Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 65 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction and perform field density tests EQUIPMENT: 10-wheel dumps, 18-wheel dumps, Cat 140G grader, Hypac C850B single drum vibratory roller TEST METHOD: ❑X Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Maximum Field ' Test Percent Dry Dry Percent Elevation, No.. `. Moisture, Density Density Compaction .Location (Feet) 1 5.3 142.5 139.5 98.0 See sketch Top of subgrade 2 1 5.31 142.51 141.31 99.2 " OBSERVATIONS: Grading of exposed subgrade continued using a Cat 140G grader to evenly distribute and depress existing roadway gravel base course providing a dense gravel borrow base that was proofrolled and densified '"using 6-8 overlapping coverages of a Hypac C850B single drumk vibratory roller. Placement and grading of 12"-18" lift of dense graded crushed stone from Lynch Pit in Falmouth was performed along south side of Rte 28 using a Cat 140G grader to evenly distribute and backdrag offsite subbase material to depress placement to resistance. Compaction was performed with the Hypac C850B single drum vibratory roller making 6-8 overlapping coverages to densify placement. Two field density tests were performed at top of subbase elevation in accordance with ASTM D1556 using the sand cone method. Test results exceeded 95% of the MDD obtained from the modified proctor ASTM D1557. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Of Massachusetts 'The Colristruction Testing People' Page 2 `5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/19/2002 Report No. 30 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Inspector µ Premium` Travel 1Name J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard | APR-25-2002 10:23 FROM:KAY COMST S&SCOTUIT 5084206943 TO: 17814386216 P.5'5 � ^ ' 77 Ui ield-de—n'si test#2 Grading an compaction of ley-:top of subbase ubgrade. PlaCement and ense graded stone OMpaCtion of 12"dense graded crushed stone subbase. IF�eld den APMXndA7E UNIT OF Elev.:top of subbase SEPARATIC oFF—SI UTSSIOneft9m.MA 02180 JOB NAME: Stop&Shop Rte 28 Improvements DRAWN 8',Y: John Kielty FIELD SKETCH 1 of i PROJECT NO: DATE: 04-19-2002 Of Massachusetts. , 'The Construction Testing People' Page 1 .: 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT TESTING REPORT Report Date 04/19/2002 Report No. 9 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Contractor Kay Construction Hyannis, MA 02601 WEATHER: TIME: CONTACT: SUMMARY: The following are the results of extraction tests performed on three samples of 2" bituminous binder placed at the project site on 4/10/02. -------------------% PASSING----------------- SIEVE SIZE SAMPLE NO. 1 SAMPLE NO. 2 SAMPLE NO.3 1" 100.0 100.0 100.0 tt ! w '3/4: '� "a_ 95.8 94.4 . 94.9 1/2" 56.8 59.0 57.8 3/8" 43.6 44.8 45.9 No. 4 35.4 36.6 37.8 No. 8 30.2 31.0 31.5 No. 16 25.8 26.8 27.5 No. 30 16.5 18.0 17.8 No. 50 5.7 6.0 6.3 No. 100 2.0 3.8 3.6 No. 200 1.0 1.2 1.4 Asphalt Content - 4.1 4.3 4.3 GENERAL REMARKS: Inspector Premium Travel Name } ' s,Time Hours Time L. Crabtree No REVIEWED BY: William P. Crabtree �Q W� y Of IlAassac1 husetts: 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT TESTING REPORT Report Date 04/19/2002 Report No. 9 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Contractor Kay Construction Hyannis, MA 02601 �• Cc.'` Stop & Shop Supermarket Attn: Dan Donahue ~Stop &.Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell vanasse Hangen Brustlin; Inc. Attn: Steve Chouinard Y Of Massachusetts. . { 'The Construction Testing People" Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT TEST REPORT Report Date 04/19/2002 Report No. 10 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Contractor Kay Construction Hyannis, MA 02601 WEATHER: .TIME: ,CONTACT: SUMMARY: The following are the results of tests performed on a sample of 2" binder asphalt placed at the above project on 4/16/02. SIEVE SIZE PASSING 1" 100.0 3/4" 94.9 1/2" 59.0 3/8" 46.3 No. 4 36.4 No. 8 30.9 No. 16 25.0 No. 30 16.9 No. 50 5.5 No. 100 2.7 No. 200 1.3 Asphalt Content - 4.2 GENERAL REMARKS: Inspector Premium, Travel , Name n Time Hours ' Time L. Crabtree No REVIEWED BY: William P. Crabtree Of Massachusetts 'The Construction Testing Fepple' ` Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT TEST REPORT Report Date 04/19/2002 Report No. 10 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Contractor Kay Construction Hyannis, MA 02601 cc: Stop & Shop Supermarket Attn: Dan Donahue 'Stop & Shop Supermarket Attn: Arthur Joubert . Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard i L� ' i to Of Massachusetts, 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA .02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/19/2002 Report No. 34 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 65 degrees TIME: 7: 00 AM CONTACT: Bob Cunningham from Kay -Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 140G grader, Hypac C850B single drum vibratory roller TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: The writer observed the grading and compaction of retail parking pavement base course using a Cat 140G grader to evenly distribute and backdrag 8"-12" lifts of offsite gravel base consisting of F-M-C sand and gravel, trace silt, as well as dense graded crushed stone (MA highway spec.) from Lynch Pit in Falmouth. Compaction was performed by the Hypac C850B single drum vibratory roller making 8 to 10 overlapping passes to densify placement. Placement and compaction efforts are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector 2 , c v' y o FPfEmISiPi' `" v ,` Travel° Name Time Hours Time j J. Kielty No REVIEWED BY: Chuck Fraser Cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard i \ lk molr 1� - •�: .: ` �is �� # • i �.,� �I � �'.• G�:1:_.rl. � �_, ��1,�.��. -� ►� �`*i� � • n?-a._l � � 1 �' fly, ■, - _�.- -�� _ 1� a y�:i� / •�1�s'��. . most -� - .1�.�� i ' �'T��',.��,�■ 1 Gf Massachusett-s" 'The: Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 04/19/2002 Report No. 1 Barnstable Building Department Job Number 7463 Attn: Michael Trott Project Stop & Shop Landing Retail E - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 CONTACT: Bob Cunningham of Ka Construction 9 Y .,.TIME OF INSPECTION: 12 : 00 PM TIME OF CONCRETE PLACEMENT: 12 :30 PM Immediately prior to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints, some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: Building "E" footings VERIFY: REVIEWED ATTRIBUTES �- Yes No Coverage x Clearance x Cleanliness(heavy rust,scale,mud,dirt,oil,etc. not permitted) x Bar Supports x Tying, .. _ _ X. _ GENERAL REMARKS: Inspector Premium p Travel Name - Time'. Hours Time J. Kielty No REVIEWED BY: William P. Crabtree _n cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Of Kassachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 04/19/2002 Report No. 2 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Contractor Kay Construction ,Hyannis, MA 02601 CONTACT: Bob Cunningham of Kay Construction .TIME OF.INSPECTION: 11 : 00 AM TIME OF CONCRETE PLACEMENT: 1 :15 PM Immediately prior to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints, some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: Two mast arm pier foundations; five TS pole foundations; one controller cabinet foundation; intersection of Rte. 28 and proposed Stop & Shop Drive VERIFY: REVIEWED ATTRIBUTES Yes No Coverage X Clearance X Cleanliness(heavy rust,scale,mud,dirt,oil,etc. not permitted) X Bar Supports X Tying.. --- _ X GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: William P. Crabtree �Q cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard � Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) I Compressive Strength Report - Concrete Report Date 04/19/2002 Report No. 3 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Contractor Kay Construction Hyannis, MA 02601 • Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: .c-172 C-31 C-143 C-1064 -ALL,COMPRESSIVE STItENGTH TESTS DONE ACC RDING TO ASTM: C-3 9 CLASS CONCRETE: 4000# 3/4" No. Of Sets: 1 CUBIC YARDS: 10 SET 1 LOCATION: Pier foundation: MAST arm pier foundation Station 14 and 11.2. Total Unit Slump(in.) 3 3/4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 64 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 68 Z349 6 x 12 28.27 Good 04/19/2002 04/26/2002 7 70,000 2,480 3 Truck N 55 Z350 6 x 12 28.27 Good 04/19/2002 05/17/2002 28 o.125,000 4,420 2 Ticket o. 19957 Z351 6 x 12 28.27 Good 04/19/2002 05/17/2002 28 124,000 4,390 3 Time 1:20 Z352 6 x 12 28.27 ; Good 04/19/2002 05/17/2002 28 126,000 1, 4,460 4 Unit Wtlbs/cu ft f Air Content(% GENERAL REMARKS: _ Inspector Premium Travel Name Time Hours Time i J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES _ II (1)Cone (2)Cone and Split (3) Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Attn: Dan Donahue Stop„ & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell - vanasse„Hangen Brustlri,_.Inc,. _ Attn: Steve Chouinard- Cape Cod Ready Mix -Attn: Jay-Pleva I Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/19/2002 Report No. 32 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. On-Site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 a4LL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM. C-109 CLASS MORTAR: Type S 1800 psi No. Of Sets: 2 SET 1 LOCATION: Wall: Arris-Craft veneer, front elevation, column line F at 2-2.8, 1st above mid roof 8th courses Total Unit Air Temp. (F.) 56 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 2:3 0 Z262 2 x 2 x 2 4.00 Good 04/19/2002 04/26/2002 7 6,400 1,600 Z263 2.x 2 x 2 4.00 Good 04/19/2002 05/17/2002 28 Z269 2 x 2 x 2 4.00 Good 04/19/2002 1 05/17/2002 28 SET 2 LOCATION: Wall: Arris-Craft veneer, fornt elevation, column line F at 2-2.8, 9th course to top Total Unit Air Temp. (F.) 55 Lab Size Area Date Date Age Load Load Mortar Temp(F) 52 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi. Time 4:00 Z265 2 x 2 x 2 4.00 Good 04/19/2002 04/26/2002 7 6,100 1,530 Z266 2 x 2 x 2 4.00 Good 04/19/2002 05/17/2002 28 Z267 2 x 2 x 2 4.00 Good 04/19/2002 05/17/2002 28 GENERAL REMARKS: Inspector Premium Travel Name 4 Time Hours Time. _ P. viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: _Jay Pleva i Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/19/2002 Report No. 1 Barnstable Building Department Job Number 7463 Attn: Michael Trott Project Stop & Shop Landing Retail E - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 17CUE IC YARDS: 17 SET 1 LOCATION: Footing: Building E north Jotal Unit Slump(in.) 4 1/211 Lab Size. Area Date Date % Age Load Load Fracture Air Temp. (F.) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 62 Z353 6 x 12 28.27 Good 04/19/2002 04/26/2002 7 65,000 2,300 4 Truck No. 67 Z354 6 x 12 28.27 Good 04/19/2002 05/17/2002 28 Ticket No. 19955 Z355 6 x 12 28.27 Good 04/19/2002 05/17/2002 28 Time 12:40 Z356 6 x 12 28.27 Good 04/19/2002 05/17/2002 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium: Travel Name Time 'Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5) Columnar CC: Stop &' Shop Supermarket Attn: Dan Donahue .,, Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell . Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva i � Of Massachusetts: 'The Cvnstruc.tion Testing People' Page 2 - '5 Riclhardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/19/2 0 0 2 Report No. 1 Job Number 7463 Barnstable Building Department Attn: Michael Trott Project Stop & Shop Landing Retail E - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete CO. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Footing building E Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ❑X None ❑ Other Slump Specification (in.) 311 - 5" ' Number of slumps out of specification reported to If rejected Approved by Bob Cunningham Remarks: • ,y j' J 1T "The Construction Testing People" Page 1 of 4 5 Richardson Lane Stoneham,MA 02180 DAILY REPORT OF CONCRETE POUR PROJECT NAME: Stop& Shop Building "E" PROJECT NO.: DATE: 4/19/2002 AIR TEMP.: 55 TOTAL YARDS: 17 POUR LOCATION: Building "E"footings Load & Slump Batching Batching Time in Yards Total Concrete % of Ticket# Set No. of Truck# Inches In Out Minutes Temp. Air Cylinders 67 4-1/2" 11:45 AM 1:10 PM 85 9 9 62 n/a% 19955 A 4 56 12:15 PM 1:35 AM 80 8 17 19958 i INSPECTOR: John Kieltv REMARKS: Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/19/2002 Report No. 3 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 40004 3/411 1 No. Of Sets: 1 - CUBIC YARDS: 10 SET 1 LOCATION: Pier foundation: MAST arm pier foundation Station 14 and 11.2. Total Unit Slump(in.) 3 3/4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 64 No. (in.) (sq. in.) _Condition Cast Tested Days .(Ibs.) (psi.), Type Conc Temp(F) 68 Z349 6 x 12 28.27 Good 04/19/2002 04/26/2002 7 70,000 2,480 3 Truck No. 55 Z350 6 x 12 28.27 Good 04/19/2002 05/17/2002 28 Ticket No. 19957 Z351 6 x 12 28.27 Good' 1 04/19/2002 1 05/17/2002 28 Time 1:20 Z352 6 x 12 28.27 Good 1 04/19/2002 1 05/17/2002. 28 Unit Wt Ibs/cu ft ` Air Content(% GENERAL REMARKS: Inspector Premium Travel ' Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3) Cone and Shear (4)Shear (5)Columnar , cc: Stop & Shop Supermarket Attn: Dan_ Donahue lg Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell - i Vanasse.Hangen Brustlin,_Inc. ( ' Attn: -Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva Of Massachusetts: 'The. Constrijetion Testing Reopl:e'" Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/19/2 0 0 2. Report No. 3 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street . Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Mass-Highway MPA-20mm (MH 4000 3/411) _ Method of Placement: []Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat . ❑X None ❑ Other Slump Specification (in.) 3 to 5 Number of slumps out of specification reported to If rejected Approved by Superintendent Bob Cunningham Remarks: 3 additional cylinder samples were obtained for MA Highway Department testing. Total pour -location: 2 mast arm pier foundations, 5 TS pole foundations, 1 controller cabinet foundation, intersection Route 28 and proposed Stop & Shop Drive. Truck #55's location: 2 mast arm pier foundations, 1 controller cabinet foundation, intersection Route 28 and proposed Stop & Shop Drive. " Of Massachusetts. 'The Construction Testing People' Page 1 5'Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 0 4/18/2 0 0 2 Report No. 29 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 70 degrees _TIME: 7 : 00 AM CONTACT:.Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10-wheel dumps, 18-wheel dumps, Cat M318 excavator, Cat 330L excavator, Cat 140G grader, Hypac C850B single drum vibratory roller TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: The writer observed the removal of subsoils along south shoulder of existing Rte 28 roadway using a Cat M318 excavator to cut and remove subsoil to roadway subgrade elevation exposing a dense granular fill and natural sand deposits consisting of F-M-C sand, little gravel, trace silt. Excavated materials were loaded on 10-wheel dumps and transported off site. Subgrade was proofrolled and densified using a Hypac C850B single drum vibratory roller making 4-6 overlapping coverages. Removal of existing roadway bituminous concrete pavement began along eastbound side of Rte 28. Existing bituminous concrete pavement was saw cut along existing center line of roadway and removed using a Cat 330L excavator, exposing dense granular fill consisting of F-M-C sand and gravel, trace silt, and loaded on 10=wheel dumps to be transported off site. Grading of exposed subgrade was performed using a Cat 140G grader to evenly distribute and depress existing roadway gravel base course providing a dense gravel borrow base that was proofrolled and densified using a Hypac C850B single drum vibratory roller making 6.-8 overlapping. coverages. Grading and rolling operations are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector. 's Premium 1' - Travel Name Time Hours Time J. Kielty No Of Massachusetts: 'The. Construction Testino Peopi_ Page 2 5 Richardsonlane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/18/2 0 0 2 Report No. •2 9 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction .REVIEWED,BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop. & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro e Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard r 0 RDAOVE EXLSTIHG 10* PLuG AND 12'XB*X12* TEE Ld CONNECT EXIVING 10' wATER 2- 12- GV cn UAW M NEW 12'WATER mAIN LLL z7-1 ram 1F'- 7 C) 12'XIO'*#CREASER < I - 12'GV ON CD(I1ERvLLE--0STERvau smE REMOVE EXISTING(r PLUG AND COINNECT EXISTING Ir WATER MAIN TO NEW 12" WATER MAIN ! Y't I lr IEF �i� 1 u e� U 2-L. tr GV ertz 6 H 12 4:� NSTAR NE-17B VOL MH 6591070 ULM A . . . . .. . BAM ELECT C 2S -C GAS Removal of existing APPROMMATE LIMIT OF(WORK bituminous concrete TO BE PERFORMED UNDIER A SEPARATE OFF-SIT( tructure IMPROVEMENTS CONTR�CT va 10 1 11A FIFE 67.1 LL=A1L' I Removal of subsoil long south shoulder 3 AT&T MH • FETAIL C 7 'O.CAS S APPROXIMATE OMIT OF TO BE PERFORMED UNTDP-R A SEPARATE OFF-SIt NSTAR NE-17B IMPROVEMENTS CONTRACT MH 6591010 N s 0 40 so SCALE IN FEET UTS5 Richardson Lane Stoneham,MA 02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 1 PROJECT NO: DATE: 04-18-2002 i 4 F, Of Massachusetts 'The Construction Testing People' ' Page 1 ,5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 0 4/18/2 0 0 2 Report No. 32 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 70 degrees TIME: 7: 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 950G loader, Zip-It AZ480 asphalt zipper, Cat 140G grader, Hypac C850B single drum vibratory roller, Cat M320 excavator, Bomag Supra heavy plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Grading of retail parking subgrade and pavement base course continued. Pulverization of existing bituminous concrete pavement was performed where it existed using a Zip-It AZ480 asphalt zipper attached to Cat 95OG loader to cut and grind bituminous concrete in place. A Cat 140G grader was utilized to expose existing compacted subgrade to the proposed elevations. Reclaimed bituminous concrete was blended with existing granular subgrade for re-use as reclaimed pavement base course. Compaction of subgrade began using a Hypac C850B single drum vibratory roller making 6-8 overlapping coverages to provide a dense stable surface. Grading, distribution and compaction of reclaimed pavement base is ongoing. Excavation and installation of site lighting electrical conduit was performed at retail parking area using a Cat M320 excavator to an elevation of approximately 1811, exposing natural sand deposits. Upon installation of conduit, a single lift of excavated materials was placed and bucket compacted by several passes of a Cat 950G loader. Existing leaching basin structure was broken up in place using a Cat M320 excavator to consolidate concrete structure into small pieces to be loaded onto 10-wheel dump to be transported off site. Resulting void was backfilled using clean onsite granular fill, placed in 12"-18" lifts and bucket compacted and densified using a Bomag Supra heavy plate compactor making 4-6 overlapping passes. Distribution of previously stockpiled granular fill at the rear of retail building "A" continued using a Cat 140G grader to evenly distribute and depress placement of subgrade elevation to resistance. Of Massachusetts. 'The Construction Testing People' j Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 0 4/1 s/2 0 0 2 . Report No. 32 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction ranular fill material consisting of F-M-C sand, little gravel, trace silt, was previously excavated from natural. sand deposits from building "G" wastewater treatment plant. Distribution and grading of materials is ongoing'." A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel , Name : r Time Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & .Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard ` r R7.3 CB-m >S I -sLt\ 11AE)QS Ac SENO PROTECT �_ ��-�••� STAItO�YIX RVVS _ • ae •Y� i ^" •.••. N.J \ HAWTAW AND P.OXC7 �0�`E'E'%N i A� +- EQST*C GREASE TRAD Distribution and «"`+� of WSTALL 17•-rJ'Bb� ._ TO Or HANTA7NLD/ AND caHNER ro grading of granular fill J VKVE YM .RnouTe EwsrRHc trATETR uE nd gravel base - -� `,� _ - t:' + '! =` ,"ry �p -_0•S^ E)OSTtf1�YORANT '--. "'- •�`• �Y "... C% '•'�y{,••,•. c }i1 y l-ITS.)E 2._course. __�� , r� r_. i - ,,, (•'..Ti RELOCATE♦ tY t _ �___. i H—A /- t k — = __ •ate _ __— -. e': � •/ �•�.'.\`� 5- ) sn� RRNT ♦ _ "� .i J/ // r vY,uNC ��x• •�',tt `=. �: �c .�C'( S 1 1. o.fo f •, �, vAnow•.+�w;,;) '1 t An , i �-• /i///i. <`-' h -x� 9, - I)', 1 I '�'�` ,��,` , i I ':Y/% / 4111•-7 £ rAM uT 11 -wo ) AM AM ;..j,e' ♦\ j i ','' i 1 4 -:nn t o1IMCT E14sf1A0`.., :nw PNDSECT E Two tU 7,t- 'i -80 COW SIAER 0OI�f710N1I GAS CEO :yy .`•..d �.)+, S, r / �. �/ oil '� � R i i i i� d,• / y///'//• -- �---� � �. �:n \ -:.r;�: ufo wart /• If ii e I ;, TI' i'r�� , `,� � ��//% I �/ ,/,'/ t•__ ...-Q_ J _ - i ,� � -� s eow ' SEtIETR D SHTi- � I E)a4 AR' lER ROT ND ti_ /ti: AFC �;•Y//�i yCA9lE C0/1ESitON\ wsfrl.x.• 4 Q' :C•7 CMYL/L' Rw DRAW Lw :.o ELK Retail parking area t -�� „ `ti ! aT o I RD(ILOWR-A$NECESSARY avement base course �,� ✓ , /L� 1 _ \ •:aw excavation, grading _ nd compaction ' r continues. Roos) �t �u • • �'— ` `1. ftr0 �F '• .. NI.6t0.f. ' if !� ( y_ _ _ �sF''f ISIe'�tut r-- • • - CS-7 �� t1 vy y��7. ] �(o: �e -.� •IN ALL W -14 r o Wei 1 a Oro : t e0'.TY t �. � �a .an� �`I"i` , '4 �". s:�w / .1�`�'. J I_ PROTECT `t ' i!� 1; 't r I ' flimVE , �f L�j , may; Excavation and AREA �•.r'�3 installation of site ; " t ALt �f�ususi :,SWS ro--_J ■ _______�__ - R><RE1gv:xTTF) T •� �. lighting conduit li •trtx. AT r-TAMK •r/'�liy S_ _- _-__—_-- --- fro FETAL a R Rem—oval0 'VA94"n o, a 1 At�a m >< c .HAW TAW 7AAp - � 1 of leaching :JTArTV1 a" . T 1-tIA -07.71 1 a! basin structure _ 24 ?� - SII MA110AIN AND f� 5 Richardson LanO JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John Kielty FIELD SKETCH EAST UTS Stone,!am,MA 02180 PROJECT NO: _ DATE: 04-18-2002 _ , " I . I•` Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/18/2002 Report No. 33 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 WEATHER: Fair, 50 Is :TIME: 1 : o o PM CONTACT: Craig Williamson of Kay Construction SUMMARY: The writer reported to the above project site to perform a masonry inspection. The following was observed: The masonry work scheduled for today is to complete the placement of arriscraft veneer at the front elevation at column line F2-2.80 and to begin the washdown of arriscraft. At column line F2- 2.80 arriscraft was placed from the first course at the mid roof level to the top of the wall. The veneer was tied into the C.M.U. backup wall 16" on center. The placement was plumb, true to line, joined well and the 3/8" mortar joints were cleanly tooled concave. Flashing and weep slots were placed at the bottom and over the window openings. Type S mortar was mixed onsite. Samples were taken for lab testing. At column line F 5.40-7.0 arriscraft was washed down. A small amount of vanatrol was mixed with clean municipal water, brushed on with a soft bristle masonry brush and rinsed clean. A masonry rubbing stone was used to remove excess mortar drippings. These observations were related to Mr. Williamson prior to departure. GENERAL REMARKS: Inspector ' "Premium . Travel Name Time Hours Time P. Viscione No Min Day 1 Hr(s) REVIEWED BY: William P. Crabtree �v cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva I Of Kassachusetts. 'The Construction Testing People'' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 04/18/2002 Report No. 4 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 CONTACT: Bob Cunningham and Carl Grassetti .TIME OF INSPECTION: 11 : 00 AM TIME OF CONCRETE.PLACEMENT: 12 : 00 PM Immediately prior to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints, some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: Building "G" foundation walls VERIFY: REVIEWED ATTRIBUTES �— Yes No Coverage x Clearance x Cleanliness(heavy rust,scale,mud,dirt,oil,etc. not permitted) x Bar Supports x Tying x GENERAL REMARKS: Dowels were wet set upon completion of concrete placement. Inspector Premium' Travel Name :Time Hours. Time J. Kielty No REVIEWED BY: William P. Crabtree �Q cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/18/2002 Report No. 31 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. on-site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 psi No. Of Sets: 3 SET 1 LOCATION: wall: Front elevation Arris-Craft veneer column line F at 5.49-7.0, top 6 courses Total Unit Air Temp. (F.) 62 Lab Size Area Date Date Age Load Load Mortar Temp(F) 62 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 1:30 Z304 2 x 2 x 2 4.00 Good 04/18/2002 04/25/2002 7 5,200 1,300 Z305 2 x 2 x 2 4.00 Good 1 04/18/2002 1 05/16/2002 1 28 1 11,300 2,830 Z306 2 x 2 x 2 4.00 Good 04/18/2002 05/16/2002 28 11,900 2,650 SET 2 LOCATION: wall: Front elevation Arris-Craft veneer column line F at 2-2.80, top 6 courses Total Unit Air Temp. (F.) 64 Lab Size Area Date Date Age Load Load Mortar Temp(F) 64 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) - (psi.) Time 3:00 Z307 2 x 2 x 2 4.00 Good 04/18/2002 04/25/2002 7 5,100 1,280 Z308 2 x 2 x 2 4.00 Good 04/18/2002 05/16/2002 28 11,am Z309 2 x 2 x 2 9.00 Good 09/18/2002 05/16/2002 28 11, SET 3 LOCATION: wall: 8" C.M.U. seperation wall elevator machine room Total Unit Air Temp. (F.) 60 Lab Size Area Date Date Age Load Load Mortar Temp(F) 60 No. (in.) (sq. in.) Condition Cast Tested Days .(Ibs.) (psi.) Time 4:00 Z310 2 x 2 x 2 4.00 Good 04/18/2002 04/25/2002 7 5,300 1,330 Z311 2 x 2 x 2 4.00 Good 1 04/18/2002 05/16/2002 1 28 11,300 1 2,830 Z312 2 x 2 x 2 4.00 Good 04/18/2002 1 05/16/2002 28 11,400 2,850 0 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No Of Massachusetts. 'The C'oiristruction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/18/2 0 02 Report No. 31 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. on-site -REVIEWED,BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva t Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/18/2002 Report No. 31 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. on-Site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS*MORTAR: Type S 1800 psi I No. Of Sets: 3 SET 1 LOCATION: wall: Front elevation Arris-Craft veneer column line F at 5.49-7.0, top 6 courses Total Unit, Air Temp. (F.) 62 Lab Size Area Date Date Age Load Load Mortar Temp(F) 62 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 1:30 Z304 2 x 2 x 2 4.00 Good 04/18/2002 04/25/2002 7 5,200 1,300 Z305 2 x 2 x 2 1 4.00 1 Good 1 04/18/2002 05/16/2002 1 28 Z306 2 x 2 x 2 4.00 1 Good 1 04/18/2002 05/16/2002 1 28 SET 2 LOCATION: wall: Front elevation Arris-Craft veneer column line F at 2-2.80, top 6 courses Total Unit Air Temp. (F.) 64 Lab Size Area Date, Date Age Load Load Mortar Temp(F) 64 No. - (in:) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:00 Z307 2 x 2 x 2 4.00 Good 04/18/2002 04/25/2002 7 5,100 1,280 Z308 2 x 2 x 2 1 4.00 1 Good 1 04/18/2002 05/16/2002 1 28 Z309 2 x 2 x 2 4.00 Good 1 04/18/2002 05/16/2002 1 28 SET 3 LOCATION: wall: 8" C.M.U. seperation wall elevator machine room Total Unit Air Temp. (F.) 60 Lab Size Area Date Date Age Load Load Mortar Temp(F) 60 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 4:00 Z310 2 x 2 x 2 4.00 Good 04/18/2002 04/25/2002 7 5,300 1,330 Z311 2 x 2 x 2 4.00 Good 04/18/2002 05/16/2002 28 Z312 2 x 2 x 2 4.00 Good 04/18/2002 05/16/2002 28 GENERAL REMARKS: Inspector Premium Travel "+ Name .-Time Hours Time P. Viscione No Of iM 3Ssachusetts: -The Coiristrucaion Testing V' 9V e' Page 2 `5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/1 a/2 0 0 2 Report No. 31 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store. #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. On-Site ' f ..REVIEWED BY: ' Steven..T... Crabtree CC: Stop & Shop Supermarket Co Attn: Dan,Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva � Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/18/2002 Report No. 4 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Lawrence Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 --ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTVI L. C-J9 CLASS CONCRETE: 3000# 3/411 TNo. Of Sets: 1 CUBIC YARDS: 14 .5 SET 1 LOCATION: Building G East Foundation Wall Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 65 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 79 Z345 6 x 12 28.27 Good 04/18/2002 04/25/2002 7 90,000 3,180 2 Truck No. 270 Z346 6 x 12 1 28.27 1 Good 1 04/18/2002 1 05/16/2002 1 28 1 138,000 1 4,880 1 3 Ticket No. 109427 Z347 6 x 12 28.27 Good 04/18/2002 05/16/2002 28 140;000 4,950 2 Time 12:10 Z348 6 x 12 28.27 Good 04/18/2002 05/16/2002 28 143;000 5,060 4 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: *Mix #323010 Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2) Cone and Split,, (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Attn: Dan Donahue ` Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro - - jLandry Architects;"` -��` ��- -Attn:- Dave Campbell t 4 - Vanasse�Hangen-Brustlin', 'Inc----T Attn: Steve 4Chouinard _ ---- -- -" t- . - Cape Cod Ready Mix Attn: Jay •Pleva - — - - � Of Massachusetts 'The Construction Testing People'- Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/18/2002 Report No. 4 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete CO. Lawrence Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ,ALL COMPRESSIVE STRENG1"H-TESTS DONE ACOCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 * I No. Of Sets: 1 CUBIC YARDS: 14 . 5 SET 1 LOCATION: Building G East Foundation Wall Total • Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 65 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 79 Z345 6 x 12 28.27 Good 04/18/2002 04/25/2002 7 90,000 3,180 2 Truck No. 270 Z346 6 x 12 28.27 Good 04/18/2002 05/16/2002 28 Ticket No. 109427 Z347 6 x 12 28.27 Good 04/18/2002 05/16/2002 28 Time 12:10 Z348 6 x 12 28.27 Good 04/18/2002 05/16/2002 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: *Mix #323010 Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar Cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva i i 1 t I 61 massachusetts. 'The C-onsttluetion Testing Fodpl'wl Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/18/2 0 02 Report No. 4 Job Number 7464 Barnstable Building Department Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Lawrence Ready Mix FIELD SUMMARY REPORT } '-Total Pour.`} Building G Foundation wall - Method of Placement, ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ❑X None ❑ Other Slump Specification(in.) 2-4 Number of slumps out of specification reported to If rejected Approved by Remarks: ` ITS "The Construction Testing People" /Page 1 of 4 /5 Richardson Lane �l i Stoneham,MA 02180 DAILY REPORT OF CONCRETE POUR PROJECT NAME: Stop &Shop Building "G" PROJECT NO.: DATE: 4/18/2002 AIR TEMP.: 65 TOTAL YARDS: 14.5 POUR LOCATION: Building "G"foundation walls 0 Load & Slump Batching Batching Time in Yards Total Concrete /o of Ticket# Set No. of Truck# Inches In Out Minutes Temp. Air Cylinders 270 4" 11:30 AM 12:40 PM 70 7.5 7.5 79 n/a% 109427 A 4 284: 11:40 AM 1:00 PM 80 7 14.5 109428 INSPECTOR: John Kielty REMARKS: Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Block Prism Report Date 04/17/2002 to Report No. 7 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FM REQUIRED (PSI): 1, 500 PRISMS: 2 block, 2 high -BLOCK TYPE: A. Jandris & •Sons PERCENT GROUTED: 100% GROUT: 3 , 500 MORTAR: Type S, 1, 800 PSI SET 1 LOCATION: 8" CMU walls, front elevation line F, 1-2.8; F5, 4.0-7.0 Unit Unit Gross Net Total Strength Strength Unit Lab Length Width Height Area Area Date Date Age Load Gross Net Load No. (in.) (in.) (in.) (sq. In.) (%p) Cast Tested (Days) (lbs.) (PSI) (PSI) (PSI)• N909 15.6 7.6 16.1 118.6 100.0 04/17/2002 04/24/2002 7 246000 2,074 2,070 N910 15.6 7.6 04/17/2002 05/15/2002 28 N911 15.6 7.6 04/17/2002 05/15/2002 28 GENERAL REMARKS: inspector F Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree Stcp & Shdp"S::perr.:arket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard � Of Massachusetts W, -The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781438-6216(Fax) Compressive Strength Report - Block Prism Report Date 04/17/2002 Report No. 8 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FM REQUIRED (PSI): 1, 500 PRISMS: 2 block, 2 high -BLOCK TYPE: A. Jandris & Sons PERCENT GROUTED: 50% GROUT: 3, 500 MORTAR: Type S, 1, 800 PSI SET 1 LOCATION: 8" CMU walls, front elevation, line F, 1-2.8; F5.40-7.0 Unit Unit Gross Net Total Strength Strength Unit Lab Length Width Height Area Area Date Date Age Load Gross Net Load No. (in.) (in.) (in.) (sq. In.) (%p)_ Cast Tested (Days) (lbs.) (PSI) (PSI) (PSI) N912 15.6 7.6 16.2 118.6 1 76.0 04/17/2002 04/24/2002 7 183000 1,543 2,030 N913 15.6 7.6 04/17/2002 05/15/2002 28 N914 15.6 7.6 1 04/17/2002 05/15/2002 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop& Shop Supermarket, Co Attn:' Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard � Of llillassachusetts. 'The-Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Block Prism Report Date 04/17/2002 Report No. 9 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FM REQUIRED (PSI): 1, 500 PRISMS: 2 block, 2 high -BLOCK TYPE: A. Jandris & Sons PERCENT GROUTED: 0% GROUT: 3 , 500 MORTAR: Type S, 1, 800 PSI SET 1 LOCATION: 8" CMU walls, front elevation, line F, 1-2.8; F5.40-7.0 Unit Unit Gross Net Total Strength Strength Unit Lab Length Width Height Area Area Date Date Age Load Gross Net Load No. (in.) (in.) (in.) (sq. In.) (0/0) Cast Tested (Days) (lbs.) (PSI) (PSI) (PSI) N915 1 15.6 7.6 1 16.2 1 118.6 1 54.0 1 04/17/2002 1 04/24/2002 1 7 1 146000 1 1,231 1 2,280 N916 15.6 7.6 1 1 1 04/17/2002 05/15/2002 1 28 N917 15.61 7.6 04/17/2002 05/15/2002 1 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert ,Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781438-7755(Voice)781438-6216(Fax) to Compressive Strength Report - Mortar Report Date 04/17/2002 Report No. 30 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Onsite ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S -' 1800 psi No. Of Sets: 2 SET 1 LOCATION: Wall - Front elevation arriscraft veneer column line F2-2.85, first five courses Total Unit Air Temp.(F.) 67 Lab Size Area Date Date Age Load Load Mortar Temp(F) 65 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 X505 2 x 2 x 2 4.00 Good 04/17/2002 04/24/2002 7 6,400 1,600 X506 2 x 2 x 2 4.00 Good 1 04/17/2002 05/15/2002 1 28 X507 2 x 2 x 2 4.00 Good 1 04/17/2002 05/15/2002 1 28 SET 2 LOCATION: Front elevation arriscraft veneer column line F5.4-7.0, llth-15th course w Total Unit Air Temp.(F.) 78 Lab Size Area. Date Date Age Load Load Mortar Temp(F) 70 No. (in.) (sq. in.) Condition Cast Tested Days '(Ibs.) (psi.) Time 11:00 X508 2 x 2 x 2 4.00 Good 04/17/2002 04/24/2002 7 6,200 1,550 X509 2 x 2 x 2 4.00 Good 04/17/2002 05/15/2002 28 X510 2 x 2 x 2 4.00 Good 1 04/17/2002 05/15/2002 1 28 GENERAL REMARKS: Inspector Premium Travel Name Time , Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT INSPECTION REPORT Report Date 04/17/2002 Report No. 1 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Contractor Kay Construction Hyannis, MA 02601 WEATHER: Clear, 90 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay ,Construction SUMMARY: Placement of variable depth dense mix bituminous concrete leveling course was performed at several cold- planed locations of Rte 28 over bitumen prime coat. The leveling course material from Lawrence Lynch plant in Falmouth was placed using a Cat AP1055B paver screed at a variable thickness to accommodate an approximate finish thickness of 2 inches after densification efforts, which were performed using one Hypac C766B twin drum roller and one Dresser S4-6B twin drum roller making several overlapping coverages to depress the binder course to resistance. These observations were related to Mr. Cunningham prior to departure. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: William P. Crabtree cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard O J REMOVE ExLsnrc 10• PLUG AND 1?•x8'x12- TT.-- Wm -CONNECT E10STrNG 10- WATER 2- 12- GV MAW TO NEW 12* WAiER MAIN 12'X1o'INCREASER Q 1 - 12-Gv ON CENIFRNLLE-OSTERNLIE SIDE REMOVE EXISTING T PLUG AND CONNECT EXISTING 8' WATER MAIN M NEW 12' WATER MAIN NSTAR NE-178 \��✓ MH 6591070 W ELECT C I _.. - tia?�'r� == uy1_' \ t "- -� i I —4Z .� - -7! .7-Z; f Q ,i lExcavation of mast APPROXIMATE uMIT farm pier foundations. Cold planing and TO BE PERFORMED uor yp. 4 places removal of 4"-6"top SEPARATE �F- course from existing IMPROVEMENTS CONT�------- 10 11A roadway begins. • � j A / r .o ATBT MH �. I, - �- --Q ; -- ,'�1' 'WrAL c - r� en1 � •GAg \'Yi%`i• 1t —.^J3.f.-sf :. —✓tea^-...��'�/I .`� 10'GA S I APPROXIMATE LIMIT OF _ TO BE PERFORMED LIN A SEPARATE OFF-SlIrpiii 1 { - _ NSTAR NE-17B IMPROVEMENTS CONTRACT { MH 6591010 ! ' lo�'"S S 0 40 80 SCALE IN FEET UT5 Richardson Lane SIonehann,MA02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 2 PROJECT NO: DATE: 04-16-2002 Excavation, installation and concrete encasement Hof utility duct bank. wftft /'�: err •r ` ftftft swam 801 .+. „�., , ';,' :•:::•:., •,- _ �. :•v...: '' f p�,�. �!�� i ,•-•.,,,,,"'fir.!.' •_.. i./''' Z .::c-•2L.. {qr - � ,/. - ,\. S, ``.+!�•"f .r:'• .a.+�f t�i7ir�,••• yam. .,,,_,.,, ......:;::'• a. i:f! .•�w � � fie., `1 ,�r, r.rsrr.. ,..•:Y•i::-. -'�•..;�;1•,,•: ;� �' ,_ 'rfi�Ql�,.�1 ,.{1{ f 1. / ,a r•Y;�-•- ,k.•k�V.•.:y �1� :�f � •'.•�.: �• •�_ —`wir raft ''�ri"�'..h�f}�,,,�' � Ir V1 ITS 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 04-16-02 ' Stoneham,MA 02180 �t PROJECT NO. FIELD SKETCH 2 of 2 Of" Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/17/2002 Report No. 2 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA . 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRE14GTH TESTS DONE ACCORDING TO ASTM: C-3 9 CLASS CONCRETE: 4000#' 3/4" No. Of Sets: 1 =UBIC YARDS: 11 SET 1 LOCATION: Mast arm pier foundation STA 16+33.2 Total Unit Slump(in.) 3 1/2 Lo. Size Area Date Date Age Load Load Fracture Air Temp.(F.) 90 (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 74 6 x 12 28.27 Good 04/17/2002 04/24/2002 7 79,000 2,790 4 Truck No. 69 6 x 12 28.27 Good 04/17/2002 05/15/2002 28 Ticket No. 19895 Z053 6 x 12 28.27 Good 04/17/2002 05/15/2002 28 Time 1:40 Z054 6 x 12 28.27 Good 04/17/2002 05/15/2002 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar CC: , Stop &Shop Supermarket Attn: Dan Donahue } Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell .Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva Qf,massachusetts 'The Construction Testing People' , Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/17/2 0 0 2 Report No. 2 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Contractor Kay construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: ` Four mast arm pier foundations, one controller cabinet foundation at the intersection of RTE .28 and Cotuit Shopping Center Drive Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ❑X None ❑ Other Slump Specification (in.) 3-5 Number of slumps out of specification reported to If rejected Approved by Remarks: Three additional cylinders were fabricated for MA Highway Department testing. Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Block Prism Report Date 04/17/2002 Report No. 7 I Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete CO. Cape Cod Ready Mix FM REQUIRED (PSI): 1, 500 PRISMS: 2 block, 2 high -BLOCK TYPE: . A. Jandris, & Sons PERCENT GROUTED: 100% GROUT: 3, 500 MORTAR: Type S, 1, 800 PSI . SET 1 LOCATION: 8" CMU walls, front elevation line F, 1-2.8; F5, 4.0-7.0 Unit Unit Gross Net Total Strength Strength' Unit Lab Length Width Height Area Area Date Date Age Load Gross Net Load No. (in.) (in.) (in.) (sq. In.) (qo) Cast Tested (Days) (lbs.) (PSI) (PSI) (PSI) N909 15.6 7.6 16.1 1 118.E 1 100.0 04/17/2002 04/24/2002 1 7 1246,000 1 2,074 1 2,070 N910 15.6 7.6 16.3 118.6 100.0 04/17/2002 05/15/2002 28 342000 2,883 2,880 N911 15.6 7.6 16.2 118.6 100.0 04/17/2002 05/15/2002 28 345000 2,908 2,910 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Of,IIA'assachusotts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Block Prism Report Date 04/17/2002 Report No. 8 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FM REQUIRED (PSI): 1, 500 PRISMS: 2 block, 2 high 'BLOCK TYPE: A. . Jandris _& Sons PERCENT GROUTED: 50 0 GROUT: 3 , 500 MORTAR: Type S, 1, 800 PSI SET 1 LOCATION: 8" CMU walls, front elevation, line F, 1-2.8; F5.40-7.0 Unit Unit Gross Net Total Strength Strength Unit Lab Length Width Height Area Area Date Date Age Load Gross Net Load No. (in.) (in.) (in.) (sq. In.) (%) Cast Tested (Days) (Ibs.) .(PSI) (PSI) (PSI) N912 15.6 7.6 16.2 -118.6 76.0 04/17/2002 04/24/2002 7 183,000 1,543 2,030 N913 15.6 1 7.6 16.3 1 118.E 1 76.0 1 04/17/2002 05/15/2002 1 28 1 240000 1 2,023 1 2,660 N914 15.6 1 7.6 16.1 1 118.E 1 76.0 1 04/17/2002 05/15/2002 1 28 1 238000 1 2,006 1 2,010 GENERAL REMARKS: Inspector Premium Traver Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Block Prism Report Date 04/17/2002 Report No. 9 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FM REQUIRED (PSI): 1, 500 PRISMS: 2 block, 2 high -BLOCK TYPE:. A. -Jandris & .Sons PERCENT GROUTED: 0 0 GROUT: 3 , 500 MORTAR: Type S, 1, 800 PSI SET 1 LOCATION: 8" CMU walls, front elevation, line F, 1-2.8; F5.40-7.0 Unit Unit Gross Net Total Strength Strength Unit Lab Length Width Height Area Area Date Date Age Load Gross Net Load No. (in.) _ (in.) (in.) (sq. In.) (tr/o) Cast Tested (Days) (lbs.) (PSI) (PSI) (PSI) N915 15.6 7.6 16.2 1 118.6 1 54.0 1 04/17/2002 04/24/2002 1 7 146,000 1 1,231 1 2,280 N916 15.6 7.6 16.2 118.6 54.0 04/17/2002 05/15/2002 28 201000 1,694 3,140 N917 15.6 7.6 16.2 118.6 54.0 04/17/2002 05/15/2002 28 205000 1,728 3,200 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Of'Massactiusetts 'The Construction Testing People'' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/17/2002 Report No. 30 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S - 1800 psi No. Of Sets: 2 SET 1 LOCATION: wall - Front elevation arriscraft veneer column line F2-2.85, first five courses Total I Unit Air Temp. (F.) 67 Lab Size Area Date Date Age Load Load Mortar Temp(F) 65 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 X505 2 x 2 x 2 4.00 Good 04/17/2002 04/24/2002 7 6,400 1,600 X506 2 x 2 x 2 4.00 Good 04/17/2002 05/15/2002 28 9,700 2,430 X507 2 x 2 x 2 4.00 Good 1 04/17/2002 05/15/2002 1 28 91400 2,350 SET 2 LOCATION: Front elevation arriscraft veneer column line F5.4-7.0, llth-15th course Total Unit Air Temp. (F.) 78 Lab Size Area Date Date Age Load Load Mortar Temp(F) 70 No. (in.) (sq. in.) Condition Cast - Tested Days (Ibs.) (psi.) Time 11:00 X508 2 x 2 x 2 4.00 Good 04/17/2002 04/24/2002 7 6,200 1,550 X509 2 x 2 x 2 4.00 Good 1 04/17/2002 05/15/2002 1 28 1,300 2,110 X510 2 x 2 x 2 4.00 Good 04/17/2002 05/15/2002 28 9,100 2,280 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/17/2002 Report No. 2 Job Number 7466 Barnstable Building Department Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ,ALL,COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: '4000# 3/4" No. Of Sets: 1 CUBIC YARDS: 11 SET 1 LOCATION: Mast arm pier foundation STA 16+33.2 Total Unit Slump(in.) 3 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 90 No. I (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 74 Z051 6 x 12 28.27 Good 04/17/2002 04/24/2002 7 79,000 2,790 4 Truck No. 69 Z052 6 x 12 28.27 Good 04/17/2002 05/15/2002 28 122,000 4,320 2 Ticket No. 19895 Z053 6 x 12 28.27 Good 04/17/2002 05/15/2002 28 114,000 4,030 1 3 Time 1:40 Z054 6 x 12 28.27 Good 04/17/2002 05/15/2002 28 119,000 4,210 2 Unit Wt Ibs/cu ft r Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree ■ FRACTURE TYPES (1)Cone (2)Cone and Split (3) Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Attn: Dan Donahue Stop., &- Shop;-Supermarket Attn: Arthur Joubert Kay Construction Corporation. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. --- Attn: - Steve Chouinard �� -•- Cape Cod Ready"'Mix f -Attn: Jay Pleva _ . i � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/17/2 0 02 Report No. 31 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 90 degrees TIME: 7 : 00 AM. 'CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 950G loader, Zip-It AZ-480 asphalt zipper, Cat 140G grader, Hypac C850B single drum vibratory roller TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: The writer observed the continued grading of retail parking subgrade and pavement base course. Pulverization of existing bituminous concrete pavement was performed where it existed using a Zip-It AZ- 480 asphalt zipper attached to Cat 950G loader to cut and grind bituminous concrete in place. A Cat 140G grader was utilized to expose existing compacted subgrade to the proposed elevations. Reclaimed bituminous concrete was blended with existing granular subgrade for re-use as reclaimed pavement base course. Compaction of subgrade began using a Hypac C850B single drum vibratory roller making 6 to 8 overlapping coverages to provide a dense stable surface. Grading, distribution and compaction of reclaimed pavement base is ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time ' Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard `c r •1 .� uvw awean .an CR-10 ) Z ' YNNTAMt AND 1'ROIER ti.w'V••v"a•,. STA,IW,f1N PWPS p 'I -�1 CY51Mf{3OiNCT3 ...._-...-•. w'�/"�• r . G•j/wJ,�/�Ja/� 1e .ee. -Y.ro - ••.Wa' T•"��~ ;t a,o ,..=.s �_._..�•k•--�.::... v.r• �d -- YAINTARI AND RRO,ER .�,i,•?".-, 4Y"' �.._.. .. �•'r-d(w-..__-Z � r.�' :�: -A [7p77p,C CREASE TRAP f',•IiYARI NM,ER /�'J /• t - -4 t3°' - - ._-.- ��_' E70510e01LeO1MG �1:.' .' ue MIDCDNNER eElC nr ' _�._JG Y L \- rti:yc°' IY� mesvw,Aum% ' %• At RELOCATE E705T ND VA ttn UK �J•- r -- l �SiY' b�,t.,. ' /t- )�-_ k /�/ /: 'I YDRANT RELOCATE 0 ro"s,o m■w,Yn �, I' I 'i',41i1iUfi[Y•BlsMi'�'il j- � c - _.--, x //u///a':/.�:. - _ i -w I i p _ /:/i/. / a.•v>w v. ,.c c.a ISfr{i t •I. } )il,�� - A_ � 'G © � - /// /i///i•C�<� - i• ' ' : ,o L'�}'" , ��^y_=� YD �' �'Qe�e',eta � Ie,ryi ice- � ~_..�// / � � _ � , - >s '� 7 M�.I AND , .■0 1 -" M •I' -Mo I AMA AEI AND RECOKCT -� oRm[CTEwsnrltr-...: :na PRO,[REnsnNc 'u ° - �"b'�' i', ,•am :�',i/�%�!�. cefTER / -ww SE,IVI COME ON t. 00) �Mp1 OHSFIF i -.3 i ? �I I I ','I1 / -r --.-_d. r •ARme ¢!.ef l't '''° 1' ■ E I��4J4'' 1 I■ 1 1 1 / • ,r-' - , aM —,, O — '�` w J''•e04 — .7� gMTO [7 BUL�MO �i REIZ A ---A A TER OAS AND CABLE 2♦'0 1. l IF it S COMM � -�- ' .4� M ME BPM DRA110 Eh M Retail parking area •`'.J - - `� r TO I avement base course I _ f ,a � xcavatio , g _ nd compaction. _ - 1 Gl �♦ t= •\ I• W I. .+ I'w -•D fs;,au -�e`'s 'tk'�' j j I IT •!N t 60'.7Y ! � le � w .AAR•, J.� S t(/7bK -Qy I 1 • r t >s AREA I y I ,A , ,� j A i RescR� t a r tt ND AKAto ) I-expo ' L r— • /10 RAS � ■ ——————— Ns N "iA' -Eta i Y o r--' � BE e[•<Yo.�(T,v) , i - �' '; ,per • — PUS, eoR Ec,wNPROTIEC r < _� �� . — Zb1 9e4_10 "ee.7 ® AT /-'-TAM(/ I i S'::1• {� l ..l•- x,D t 10 'I+AUR eC1 o d,l- w ♦E AL a t ii uuw e _^' ✓''�■ R.!! (1ET/d. YAwrAM'A,,u � to -^11A I TfE-es.T 1 • w•e,, ° • J RCDIeFiEpt ` Ire a Durr nONs ■ _nt,T -ILA �! . aE,•Aa c .. RETAIL C � _A. _._ .... ._-.._.. T•••.-•�.....COf(L11016 -_ i _ RP 5 Richardson Lane JOB NAME::Stop & Shop Retail Sitework DRAWN BY: John Kielty UTS Stonenam,MA02180 PROJECT NO: DATE: 04-17-2002 FIELD SKETCH EAST I Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 04/17/2002 Report No. 1 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main, Street Contractor Kay- Construction Hyannis, MA 02601 CONTACT: Bob Cunningham of Kay Construction .TIME OF INSPECTION: 11.: 00 AM TiME'OF CONCRETE- LACEMENT: i': is -PM Immediately prior to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints, some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: 4 mast arm pier foundations, 1- controller cabinet foundation, intersection Rte. 28 and Cotuit Shopping Center Drive VERIFY: REVIEWED ATTRIBUTES ' � -- Yes No Coverage x Clearance x Cleanliness(heavy rust,scale, mud,dirt,oil,etc. not permitted) x Bar Supports x Tying x GENERAL REMARKS: Inspector Premium . Travel Name Time Hours Time J. Kielty No ` REVIEWED BY: William P. Crabtree �Q cc: Stop,& Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro rt Landry Architects Attn: Dave Campbell - Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard I• . Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/17/2002 Report No. 78 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Clear, 90 degrees _TIME: 7 : 00 AM CONTACT: Craig Williamson from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat M320 excavator, Cat 140G grader, 10-wheel dumps, Hypac C850B single drum vibratory roller, Cat M320 excavator, small plate compactor, Bomag Supra heavy plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer I OBSERVATIONS: Elevating and grading of Stop & Shop parking area gravel base course continued at north and west ends of building "F" using a Cat 140G grader to evenly distribute and backdrag 8"-12" lifts of offsite gravel base, consisting of F-M-C sand and gravel, trace silt, from Lynch Pit in Falmouth. Compaction was performed by the Hypac C850B single drum vibratory roller making 8-10 overlapping coverages to densify placement. Compaction around structures was performed by a Bomag Supra heavy plate compactor making several overlapping coverages. Placement and compaction efforts are ongoing. Elevating and grading of building "F" loading dock slab gravel base course was completed by hand to evenly distribute previously placed sand-gravel base course to the proposed elevation at bottom of slab. Offsite gravel base material, consisting of F-M-C sand and gravel, trace silt from Lynch Pit in Falmouth, was utilized as needed during grading operations, being placed and bucket compacted using a Cat M320 excavator. Compaction to finish grade was performed using a small plate compactor making several overlapping coverages to densify placement. Grading operations are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Williamson prior to departure. Inspector Premium Travel Name Time Hours : '� ' Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) Of Massachusetts, 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/17/2002 Report No. 78 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA ,200 Main Street : Hyannis, MA 02601 Contractor Kay Construction Corp REVIEWED,BY: Chuck Fraser V CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard _77 r i 2A .tlE W ApR017YA1C � ER T OF WO"TO BE Pp (p ffOM . ' A ATE•AWMAT TMTM04T 1-xtl � �' ' {.•1-xtl �\.� /�CONTRACT(HOLD) GSM DIIANNO C-le) �. Elevating and „..,..Y,.. _ "� ZB40P1 WASTEWATER w.s ctpc�i YAKS TREATMENT FACtLJTY grading of r• �: 2;00o CAL.EGUAu2AnON UNOOTUOUIID T"ATIa7R TAM pavement base :` ' f' — ° TANK 4 PVIP STATION OOiOlA70R AID OIGD911gE l.'.I, S/� � V 7 course continues ?n C^�. T1�'�' � - ��Pb of P�II PRESSTIREDOSING `D"�� ••�• •.•.;;• �` ` `` STATION MTN PWPS p 0. �._� )►.J-}"I.1I).!0 - UQ/T 77f1 lD r1,000 CAL et.S _ • -xtl aVl ILwTAM AND PROTECT �tr{fr SETRM6 B'PK ID DOSIW P G(REATRAP- ' TANK b — / 1 -�� tS] .36 *MALL 17-45'°00 • +.7�lyl,t.i,•—"yY '.tD _ - AND OOIKtt lD - 1 w S VALVE C705TM0 WATER lK --e's-- -Ew &RELOCATE siw�lE]DRrwT J7 1 2-Y PVC 12,w• , -:r FORCE YAMS I' JI1 t� BUILDING IF' :xtl I PRONT ED STOP & SHOP I -- I r' r �' J ` Ir1I rrrl I _ fTE 0a0 J7�, .O I IL ��p _ -•---_'__ r rrlr 1 i Irll I tj5 r :xtl - C I-xtl �r'r'r�r�__--. ' ' �I�r I,r�I,I't✓ � r RECOERlTT � -wE arf I - — @ _ ".. - - aeLaO -f I eso •�i ' , D r r . -Is I r,�, 1 ( �'J��L Elevating at�'LLiryR, P. 710N BASW �I ie r r rig � i ,r�l . i�.�i�r� �'� /._ -'1 ,,•, _" nd grading of loading L00 ,r r 'Uw auN � c lab base d," .fs'D course �.��.._ 4 } ...xoP ti_`_.. .P,.-''•l� '"�� d� 1L q �/?. »LK � I � �-2�D'�• � �. .. tl L'27 '.1 (� 16'D.L 1 �• OAS IIIE T' tt A-IS .xm I -sAs •2 0 �i m i 1 1 } .� F'•f�7 I • •- mil' ^/"i ■ ■I h• e _ s IV.-54,00 I� .•. �' :2 ;,'RANSTOiIYQI PAD .fienr �I �i I 'vJ+neir — , :eu -ffi Si EoArr ' ' e --' .■� 2 -su r JI r Ts'r.a0 7z 1 r i f q.t ,: A e s T.eD.w - �_ -a.E:21,10 <.r • ne w°] '� r.-•T 1 �. :� T-sa w e•c�E w — t - -■.A 3.. .tl.A -� : >D �? ,ram r :AIJ] 7 1 I{;: iu 4,'✓ 1e ioaoa E�220 _g :� ] T '' 'f. --=—'1--- • - ■ ------r— ��1] F Q .IQ., ..i... i( I 17 n W -617 -Jy , - I �7n90 I I 14 -aa -F IYD :� 1:HAP I ti{ a 'r I ,,'•:7o AA rs• Y I I I .xtl w'•T2' / ? -�tl I 1r E] is I eo'.7x' I I— -°N F RCSERVE NG AREA •• ` R o ,n e; r:s '`l]'•]/. . ___�- _ '6.el.Oo RESINVE LEAOiNO AREA I aro F' J ---- ------All 1 ` 1 s � 6 e• 1 � r :TS + JO-D �-Jo•D OBI ■ 1 20 _ le o e RI PI n13 Wuo. 11 fSE- FETAL :n• TO SYFIIA 12 _- ME-67.7 '7®'1OY TEE i-1i CV cy a Ro sTTE�n:? _ °L UTS StonlehamSMA02180 PROJECT:NO p & Shop Cotuit Landing DATE: 04 1:7 2002 ielty FIELD SKETCH WEST ,- i Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/17/2 0 0 2 Report No. 28 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 90 degrees .TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10-wheel dumps, Cat M320 excavator, Cat M318 excavator, Cat 436C backhoe, Hypac C766B twin drum roller, Dresser S4-6NB twin drum roller, . Cat AP1055B paver screed, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: 0 Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: The writer observed the backfilling performed over concrete encased duct banks using a Cat 436C backhoe and a Cat M318 excavator to place and bucket compact to resistance previously excavated materials, consisting of F-M-C sand, trace gravel, little silt. No further compaction efforts were performed this date (see sketch #2) . Excavation of installation of utility duct bank and structure continued southwest of retail building "C" using a Cat 436C backhoe to the proposed.elevation at bottom of trench exposing natural sand deposits consisting of F-M-C sand, trace gravel, little silt, which received a smooth bucket finish to densify any disturbed soils. Existing bituminous concrete pavement at roadway crossing was saw cut and removed using a Cat 436C backhoe and loaded on 10-wheel dumps to be transported off site. Concrete encasement of installed ducts was performed. Backfilling of concrete encased ducts was performed using a Cat 436C backhoe to place and bucket compact previously excavated materials to resistance followed by 6 to 8 overlapping coverages with a small plate compactor to densify 12" lifts (see sketch #1) . Excavation for 2 mast arm pier foundations was performed at Stop & Shop store entrance using a boom mounted auger to excavate to the proposed elevations, exposing natural sand deposits consisting of F-M sand, little gravel, trace silt (see sketch #1) . A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. T Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/17/2 0 02 Report No. 28 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Inspector Premium Travel NameTimea_r °Hours �.,.. - ram :~.�,s• rz Timers° t ,�� J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Backfilling of duct bank. bank. mom iiiiiiiiiiiiiiiiiiiiiiiiijlll r. top (� 4• "-•.•... r. 111111111111161111111111 IX yt► V y: � a, - ;�•S.ii:- _ ..i:i•�.: !!ti.:�.. _ .?.rs.��,. ti x""� -"!•i".+, -` -j�'(.^i ;j Tom+ 5Richardsonlane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 04-17-02 U I �7 Stoneham,MA 02180 PROJECT NO- FIELD SKETCH 2 of 2 I � Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 0 4/17/2 0 0 2 Report No. 31 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA' 200 Main Street Contractor Kay Construction Corp ;Hyannis, MA 02601 WEATHER: Sunny 85 degrees .TIME: 6 : 30 AM CONTACT:-Craig Williamson of Kay Construction SUMMARY: The placement of arris craft continued on the front elevation at column line F at 5.4-7.0, arris craft veneer was placed from the llth to 15th course on column line F at 2-2.85. The first 5 courses were placed. Flashing was in place above the 2nd course. weep slots were provided 2' on center. Masonry ties were placed 16" on center. Type S mortar 1800 psi was mixed on site. The placement was plumb, true to line, joined well, and the 3/8" mortar joints were cleanly tooled concave. One set of 8" prism blocks representing all 8" C.M.U. at the front elevation was fabricated and completed. Samples of the mortar were taken to fabricate 2"x2"x2" mortar cubes for lab testing. These observations were related to Craig Williamson prior to departure. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No Max Day 1 Hr(s) _REVIEWED BY: William P. Crabtree Cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva I Of Massachusetts. -The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 04/16/2002 Report No. 3 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 ` CONTACT: Bob Cunningham and Carl Grassetti _TIME OF INSPECTION:. 12 : 00 PM TIME OF CONCRE i E PLACEMENT 1 : o 0 PM Immediately prior to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints, some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: Building "G" footings VERIFY: REVIEWED ATTRIBUTES �-- 'Yes No Coverage x Clearance x Cleanliness(heavy rust,scale, mud,dirt, oil,etc. not permitted) x Bar Supports x Tying x GENERAL REMARKS: Inspector ' Premium Travel . Name Time Hours Time J. Kielty No REVIEWED BY: William P. Crabtree �Q cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT INSPECTION REPORT Report Date 04/16/2 0 02 Report No. 8 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit �200 Main Street Contractor Kay Construction �-Hyannis, MA 02601 WEATHER: Fog/sun, 82 degrees .TIME: 7 : 00 AM �e+moo®��cam��r"im... CONTACT: Bob Cunningham from Kay Construction SUMMARY: Repairs to several areas of damaged binder course were performed southwest of retail building "H" using a pulverizer attached to a Gehl skidsteer to cut, grind and remove bituminous concrete at locations previously applied over unsuitable soils. Unsuitable soils were removed and replaced with clean gravel base material and densified using several overlapping coverages with a Hypac C766B twin drum roller. Placement of new 2 inch bituminous concrete binder course was performed at repair areas. The binder course material from Lawrence Lynch plant in Falmouth was placed using a Cat AP1055B paver screed at a thickness of 2 1/4" to 2 1/2" to accommodate a 21, finish thickness after densification efforts, which were performed using several overlapping coverages of one Hypac C766B twin drum roller and one Dresser S4-6B twin drum roller to depress the binder course to resistance. These obesrvations were related to Mr. Cunningham prior to departure. _GENERAL REMARKS: Inspector , Premium Travel . 11 Name ._, =_!: �. � '� ? » `` rig Time. J. Kielty No REVIEWED BY: William P. Crabtree �Q WT cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: . Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard I f � Of Massachusetts 'The Construction Testing Pe_ ogle' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/16/2002 Report No. 30 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Fog/sun, 82 degrees _TIME: 7 : 0 0 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Gehl skidsteer, 10-wheel dumps, Cat AP1055B paver screed, Hypac C766B twin drum roller, Dresser S4-6B twin drum roller, Cat 311B excavator TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of precast light post bases continued at retail parking lot using a Cat 311B excavator to the proposed elevations exposing previously compacted granular fill and natural sand deposits which received a smooth bucket finish to densify disturbed soils. Upon placement of structures, a single lift of excavated materials was placed and bucket compacted around base using a Cat 311B excavator to densify placement. No further compaction efforts were performed this date. Eight light post bases were set this date. A field sketch is enclosed for review. _These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel A , Name 9 .. _ r3 . �t 5 �s �. s �� 'a@yo w' , �. dm � p :h me �;�-tea .'` •,a. °� a_. Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard I 9 CD-20 ' VL MAINTAIN AND PROTECT M/✓`•,....a..v-via�. / n.2 y FOM -sr 1 EXISTING SmmCE3 STAT WIN PUMPS � .1p1 .rr .rTa J .u'A7 fir. M/. ,.a+c'-.i:�,. :T•; t.r.. /! 1 •p . Mom..--�� /, .M]a •Y'10: � V. a1..) ate'^ w• a•J \ - YATMTM AND PROTECT r'"�� •"` "'..-. _ -_ . - -+�, OOSIMO Il/'QtF10 g1AY001 is %• ODSTBTO GREASE TRAP ryYARI Arl CT J _ yr .,1�•�e- �- ,-,^ _.\..- Tu Br YNITAW[D�j is EIOS At*rLOCATRIQ '<t'r'Fj. — - ^•\.. ci!^T.•i>I 1 NC 1 tr■ _ t -f I /' - - -- _� :•/•' l-.-� _ �''c.-=_1__,--c- -�'=-5�--'--�-==:1^ 4...e_5f:i�{.��I�' S-.M-.'I�es4•'M1."n•-N�• _�—"�=•rs>r.�-.�'�(7� .vn �\ �l `n��^.1 4�'•.cT- lRELOCATE T NmaAxrD rvp tart.://:'1.•�' .r/ .Y. l- 'Q` a I�� • r r I • i - - -- i liu.v/,i'a:,�:` _. .<�cM e .i�'�r� rSb'i� '1 r• '; - lil I 'I�r4h1EGA9M'RAsMiri'i _ �ii�- `ice-�. ,/!:!i! .•14 awn .�--, r. :rs gin.. ,�` rYD 'i 1 i -Ym � i ,t �� I. ■ I r�r�i-,�� r i' _ � � t- /. !i////•• � I' :uw 1.�7.- 1 •1^ -"l�e.r •1 I ''''rr; {'Iri'i T-i-�-.1 �.::::.�_.. .,/ ! � I ••I -u 1 0�` �`\ -+l � t 1't % n /•;:�i ti r:Mi V_1PI,J ;,'' r, 1 • r 9r14-7 `YAI/TYfAMD 1 •RIO AM MO 0.1 e r 1 :/'1/.• 1, _ RECONNECT :" PROTECT EIDSTIft-.. +r:rr eq PROTECT DTSTIrrG !t-■m / .p;r SERF CPRTECnON j T. SIROI COMIfC110Ns •a.r, �r�r'r R" 1 :' //'//•'//��!'' �� f - .e.a -a7�c•�ra _ -�:'�i+, �1 ,•ou 111�k _„w .•.aT ra c '�' r arotmR � •7i r-eou• . .cT BURDIMO '/ % '/• �' I- ■ ,J') - :�JM �■ /.^� ;/ . , .1 •1 1' mb ✓�r 1 i r,'r:< ' _.. [T T_. y .. \ RETAIL AND APROTEa T DaS r .IM1G,OAR AND CABLE COMECTIo13 w•�'•z r 'tl'I +f Q' 21•D ,. .LTL / N ;I ' .\-e:0l—1/, _^ •: Rr/' • r OOM aAr (3J 1I00Ot-4 NECESSARY ORO�)C4'1f1! Ls 1 :� 32 1 — - — / 1r rTsv ON ►- 2 •-1 - pproximate areas - f 2" binder course 2 =� repairs - teD .`PW _] o - 2 �•,� ��r �� --- - tart' ,f i cY�mw ,00 U t •,� '' O -R.w •JA: v • IL{.`bK -Qn 1IPTY �' • t" I; I I t :■pia i 60'.T2' �. , • .wte L- -w.w r t' r t n RESERVE JI 4 F• 1 T !'-[►1 `` TE t AaEA / Al I ro M b 1-E3.00 �T M r Yr _ t 1 DDSIRac aASRn rb �`�I .A•SUN Au r • • -------r i. ;Excavation & I `+ �' • • 'installation ofF recast light post �r<-- `; E'er �f 7 ND - I_D �, p 9 p E .., ter; r� fin, AT TANK ' -- ----- - - S- — -- -----------as------ibasescontinues. -:..«la , -� ■ �fyp. 8 places. \ REGAL g% f E- .J✓✓f u METAL I:w.•R "� .YMTM AM '^' ■ .rT T-es. -'►w D ^-, © ,JfluTY�nosTRaO I lO nA I FTE-57.7 `I • Y.pr,ll 24 • 00cnws, �■ �t } ....... 'YA DM AIRI Pa MSs .1•. -_ .+-w•.. 4\--- ) Aa:M 5 Richardson Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John Kielty F�ELD SKETCH EAST UTS Stoneham,MA02180 PROJECT NO: DATE: 04-16-2002 r Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/16/2002 Report No. 2 7 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction z ' WEATHER: Fog/sun, 82 degrees _TIME:, 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction i EQUIPMENT: 10-wheel dumps, 18-wheel dumps, Cat M320 excavator, Wirtgen 2000 DC pulverizer TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer - OBSERVATIONS: Excavation for 4 mast arm pier foundations was performed at Stop & Shop retail entrance using a boom mounted auger to excavate to the proposed elevations exposing natural sand deposits consisting of F-M sand, little gravel, trace silt (see sketch #1) . Excavation and installation of utility duct bank continued at west end of Rte 28 using a Cat M320 excavator to the proposed elevation at bottom of trench exposing natural sand deposits, consisting of F- M-C sand, trace gravel, little silt, which received a smooth bucket finish to densify any disturbed soils. Concrete encasement of installed ducts was performed. Backfilling of concrete encased ducts not,.performed this date (see sketch #2) . Cold planing and removal of 4"-6" top course from existing roadway began along north shoulder using a wirtgen 2000DC cold planer to cut and strip bituminous concrete from surface. Ground material was conveyored to 10-wheel and 18-wheel trucks to be removed from site. Removal procedures are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel - Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser i Of M-3SSachiusetts. 'The Construction Testiing P`eopl.e' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/16/2 0 02 Report No. 27 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction • �; `CC: ' Stop`& Shop Supermarket Attn: Dan Donahue `Stop & Shop Supermarket Attn: ,Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 1 I Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT INSPECTION REPORT Report Date 04/16/2002 Report No. 2 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp r, Hyannis, MA 02601 WEATHER: Fog/sun, 82 degrees .TIME: 7 : oo AM s CONTACT: Craig Williamson' from Kay Construction SUMMARY: The writer observed the placement of 2" bituminous concrete binder course at building CIF" main parking area. The binder course material from Lawrence Lynch plant in Falmouth was placed using a Cat AP1055B paver screed at a thickness of 2 1/4" to 2 3/4" to accommodate a 2" - 2 1/2" finish thickness after densification efforts, which were performed by using one Hypac C766B twin drum roller and one Dresser S4-6B twin drum roller making several overlapping coverages to depress the binder course to resistance. Material temperature at the time of placement ranged between 285 and 305 degrees Fahrenheit. A bituminous concrete sample was obtained and transported to the UTS lab for analysis. Results will be available upon completion. These observations were related to Mr. Williamson prior to departure. GENERAL REMARKS: Inspector _y `Premium Tr6vel' Name. Time Hours Time J. Kielty No REVIEWED BY: William P. Crabtree W7 v cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard --7 � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/16/2002 Report No. 77 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp "WEATHER: Fog/sun, 82 degrees TIME: 7 : 00 AM CONTACT: Craig Williamson from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 140-G grader, 10-wheel dumps, Hypac C850B single drum vibratory roller, Hypac C766B twin drum roller, Dresser S4-6B twin drum roller, Cat AP1055B paver screed, Tampo RS166A twin drum vibratory roller TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: The writer observed the elevating and grading of Stop & Shop parking area gravel base course at north and west ends of building "F" using a Cat 140G grader to evenly distribute and backdrag 8"-12" lifts of offsite gravel base, consisting of F-M-C sand and gravel, trace silt, from Lynch Pit in Falmouth. Compaction was performed by the Hypac C850B single drum vibratory roller making 8-10 overlapping coverages to densify placement. Placement and compaction efforts are ongoing. These observations were related to Mr. Williamson prior to departure. Inspector Premium Travel Name' Jc . '�.T ime`=! Hoursv3 c" ` tea= "Tim"e= t s J. Kielty No Max Day+1.5 Hrs-OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard .24 OF To BE:pVVWMED ApROOUTE LFAT E W=RATIR TREATW04T CHOLD) P-C ........................ ....................... WARS WASTEWATER TMATMENT FACLn 2LOOO CAL EOIJAAJZA110M "NDC'MoUND TREATMIENT TAM t A PVMP STATION QEMMATDR AND OKLOSM VAULT TRARSFWMER PAD FYJ LD =4=111 VGC'r 28 -wo LD 11.000 I CAL M&WAM AND PROTECT LU SETTLINO d'PVC DOSTING GREASE TRAP- TANK INSTALL 12' 43'WO ton AND CONINECT TO 19 VAL%k M Easlm WATER LINE -14 S 0 RELOCA I Nz DOFTMq HYDRANT 1 2 —12 7-vT -r PYC FORCE MAINS L"). BUILDING 'F' PROPOSE�levating and SU grading of pavement base 41 :iil' CE3q WER 11D SAW Is mrs LOW KL =w '1A w 3or L%k 2.1,D 17 24'0 OW L%L 15-27 1G'D.L G wim Log r�—TRAH90h"PAD \> IV.-54,00 L-.60"?f I racement and -VA I-MM I 'icompaction of 2" 1-01.00 R't —'nn--S WXY lbiturninous concrete To Roo, :,:Concrete sample —location#1 binder course. 4 1-5;'70 EN 50.72' ESEW4 q 404W AREA' RESERVE to 1-63.90 81.00 LEACHNG AREA 71 .411 3. — Ff - ---------- 30-D _30'D Z) C 12'D _IrO N'M. L-04 Em 10 11A FFE-67.7 S-27 2 u cy -7 5 Richardson Lane JOB NAME: Stop & Shop Cotuit Landing DRAWN BY: John Kielty FIELD SKETCH WEST , UTSStoneham,MA 02180 PROJECT NO: DATE: 04-16-2002 i 0Of Massachusetts. 'The Construction Testing P'eopfe' . Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/16/2 0 02 Report No. 30 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis; MA 02601 ' 3a WEATHER: Sunny 75 degrees TIME: 6 : 3 0 AM CONTACT: Craig Williamson. of Kay Construction. SUMMARY: The cells were grouted, the bond beam and the top 4 courses were grouted solid. The grout was bonded to achieve full penetration at F column line 5.4 to 7.0. The placement of arris craft veneer was tied in 16" on center. The placement was plumb, true to line, joined well, and the 3/81, mortar joints were cleanly tooled concave. Random samples of the mortar were taken to fabricate 2"x2"x2" mortar cubes. A sample of the grout was taken to fabricate 3"x3"x6" grout prisms for lab testing. C.M.U. was placed and grouted from the 24th course to the top of the wall. All #7 reinforcing steel were placed and lapped as specified. The 2nd bond beam was placed, double #6 reinforcing steel were placed inside. Ladur type dur- o-wall with ties for the arris craft was placed 16" on center. Masonry ties were placed 16" on center at each column. The columns were coated with Karnak #100 and covered with styrofoam. Anchor bolts were set in place for the cross beam and also for the roof plates. Type S mortar and 3500 psi grout was mixed on site. As the placement progressed the wall was hand grouted. All vertically reinforced. These observations were related to Craig. Williamson prior to departure. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: William P. Crabtree Cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA,02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/16/2002 Report No. 3 Barnstable Building Department .lob Number 7464. Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete CO. Lawrence Redi Mix —ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3 0 0 0# 3/4" * No. Of Sets: 1 CUBIC YARDS: 11 SET 1 LOCATION: Building "G" Footings Total Unit Slump(in.) 3 3/4 Lab Size Area Date - Date Age Load Load Fracture Air Temp.(F.) 70 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 67 X675 6 x 12 28.27 Good 04/16/2002 04/23/2002 7 81,000 2,870 4 Truck No. 285 X676 6 x 12 28.27 Good 04/16/2002 05/14/2002 28 Ticket No. 105602 X677 6 x 12 28.27 Good 04/16/2002 05/14/2002 28 Time 1:15 X678 6 x 12 28.27 Good 04/16/2002 05/14/2002 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Mix # 323010 Inspector Premium 3; Travel Name .Time, Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Qonstruction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva 0Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/16/2 0 02 Report No. 3 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop.Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction „ Hyannis, MA 02601 - Concrete CO. Lawrence Redi Mix - FIELD SUMMARY REPORT �_TO_tal Pour: Building "G" Footings Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: []Thermal Blankets ❑ Heat ❑X None ❑ Other Slump Specification (in.) 2-4 Number of slumps out of specification reported to If rejected Approved by Supt. Bob Cunningham & Carl Grassetti Remarks: � Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 04/16/2002 Report No. 21 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 .Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 ,ALL COMPRESSIVE STRENGTH .TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500# Grout I No. Of Sets: 1 SET 1 LOCATION: wall: Front Elevation 12" C.M.U. Column Line F at 2-2.85 24th Course To Top Total', Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 74 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 72 X461 3 x 3 x 6 9.00 Good 04/16/2002 04/23/2002 7 27,000 3,000 Truck NO. N/A X462 3 x 3 x 6 9.00 Good 04/16/2002 05/14/2002 28 Ticket No. N/A X463 3 x 3 x 6 9.00 Good 04/16/2002 05/14/2002 28 1:30 Time X464 3 x 3 x 6 9.00 Good 04/16/2002 05/14/2002 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree Cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva � Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 03/26/2002 Report No. 11 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA •200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS'GROUT: 3 5 0 0# Grout No. Of Sets: 1 SET 1 LOCATION: Wall:12" C.M.U. column line A at 3.6 to 45, 4th lower lift, A at 2 to 3.6, 2nd lower lift, A at 4.5 - 5.70 to 4th courses Total Unit Slump(in.) 9" Lab Size, Area Date Date Age Load Load Air Temp(F.) 42 No. (in.) ., (sq. in.) Condition Cast' r Tested Days (lbs.) (psi.) Grout Temp(F.) 73 R821 3 x 3 x 6 9.00 Good 03/26/2002 04/02/2002 7 27,000 3,000 Truck No. 55 R822 3 x 3 x 6 9.00 Good 03/26/2002 04/23/2002 28 44,000 4,890 Ticket NO. 19456 R823 3 x 3 x 6 9.00 Good 03/26/2002 04/23/2002 28 40,000 4,440 Time 12:00 R824 3 x 3 x 6 9.00 Good 03/26/2002 04/23/2002 28 42,500 4,720 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time - P. Viscione No ' REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/16/2002 Report No. 29 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete CO. Onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type "S" 1800 PSI I No. Of Sets: 4 SET 1 LOCATION: Wall: Front Elevation 12" C.M.U. Column Line F at 2-2.85, 24th-28th Course Total Unit Air Temp. (F.) 57 Lab Size Area Date Date Age Load Load Mortar Temp(F) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) '(psi.) Time 8:3 0 X490 2 x 2 x 2 4.00 Good 04/16/2002 04/23/2002 7 7,200 1,800 X491 2 x 2 x 2 4.00 Good 04/16/2002 05/14/2002 28 X492 1 2 x 2 x 2 4.00 Good 04/16/2002 05/14/2002 28 SET 2 LOCATION: Wall: Front Elevation 12" C.M.U. Column Line F at 2-2.85, 29th-32nd Course Total Unit Air Temp.(F.) 63 Lab Size Area Date Date Age Load Load Mortar Temp(F) 60 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:30 X493 2 x 2 x 2 4.00 Good 04/16/2002 04/23/2002 7 7,100 1,780 X494 2 x 2 x 2 4.00 Good 1 04/16/2002 1 05/14/2002 1 28 X495 2 x 2 x 2 4.00 Good 04/16/2002 05/14/2002 28 • SET 3 LOCATION: Wall: Front Elevation 12" C.M.U. Column Line F at 2-2.85, 33rd Course 'Top of Wall Total Unit Air Temp. (F.) 74 Lab Size Area Date Date Age Load Load Mortar Temp(F) 68 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 1:30 X496 2 x 2 x 2 4.00 Good 04/16/2002 04/23/2002 7 7,000 1,750 X497 2 x 2 x 2 4.00 Good 04/16/2002 05/14/2002 1 28 X498 1 2 x 2 x 2 4.00 Good 1 04/16/2002 05/14/2002 1 28 SET 4 LOCATION: Wall: Front Elevation Arriscraft Veneer Column Line F at 5.4-7.0, 8th-11th Course Total Unit Air Temp. (F.) 76 Lab Size Area Date Date Age Load Load Mortar Temp(F) 70 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:00 X499 2 x 2 x 2 4.00 Good 04/16/2002 04/23/2002 7 7,600 1,900 X500 2 x 2 x 2 4.00 Good 04/16/2002 05/14/2002 28 X501 2 x 2 x 2 4.00 Good 04/16/2002 05/14/2002 28 Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/16/2002 Report No. 29 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Onsite Mix -GENERAL REMARKS: Inspector Premiumw 1 .. Travel .. . Name Time Hours.: ';. ' . Time , P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue, Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva M r 1. Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/16/2002 Report No. 29 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type 'IS" 1800 PSI TNo. Of Sets: 4 SET 1LOCATION: Wall: Front Elevation 12" C.M.U. Column Line F at 2-2.85, 24th-28th Course Total Unit Air Temp. (F.) 57 Lab Size Area Date Date Age Load Load Mortar Temp(F) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 8:3 0 X490 2 x 2 x 2 4.00 Good 04/16/2002 04/23/2002 7 7,200 1,800 X491 2 x 2 x 2 4.00 Good 04/16/2002 1 05/14/2002 28 1 8,800 2,200 X492 2 x 2 x 2 4.00 Good 04/16/2002 1 05/14/2002 28 1 9,000 2,250 SET 2 LOCATION: Wall: Front Elevation 12" C.M.U. Column Line F at 2-2.85, 29th-32nd Course *. .a Total Unit Air Temp. (F.) 63 Lab Size Area Date - "" Date . .,.Age Load Loade Mortar Temp(F) 60 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:30 X493 2 x 2 x 2 4.00 Good 04/16/2002 04/23/2002 7 7,100 1,780 X494 2 x 2 x 2 4.00 Good 1 04/16/2002 1 05/14/2002 1 28 1 8,700 2,180 X495 2 x 2 x 2 4.00 Good 04/16/2002 1 05/14/2002 28 1 8,900 2,230 SET 3 LOCATION: Wall:' Front Elevation 12" C.M.U. Column Line F at 2-2.85, 33rd Course Top of Wall Total Unit Air Temp. (F.) 74 Lab Size Area Date Date Age Load Load Mortar Temp(F) 68 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.)' (psi.) Time 1:30 X496 2 x 2 x 2 4.00 Good 04/16/2002 04/23/2002 7 7,000 1,750 X497 2 x 2 x 2 4.00 Good 04/16/2002 05/14/2002 28 8,600 2,150 X498 j 2 x 2 x 2 4.00 Good 04/16/2002 05/14/2002 j 28 j 8,800 2,200 SET 4 LOCATION: Wall: Front Elevation Arriscraft Veneer Column Line F at 5.4-7.0, 8th-lath Course Total Unit Air Temp. (F.) 76 Leb-' Siie Area Date Date Age Load Load Mortar Temp(F) 70 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:00 X499 2 x 2 x 2 4.00 Good 04/16/2002 04/23/2002 7 7,600 1,900 X500 2 x 2 x 2 4.00 Good 1 04/16/2002 05/14/2002 28 8,900 2,230 X501 2 x 2 x 2 4.00 Good 04/16/2002 05/14/2002 1 28 1 9,100 1 2,280 4 Of Massachusetts -The Construction Testing People'` Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/16/2 0 02 Report No. 29 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 , Concrete Co. onsite Mix GENERAL RE MARKS: Inspector n Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts" 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/16/2002 Report No. 9 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street .Hyannis, ' MA 02601 Contractor Kay Construction WEATHER: Fog/sun, 82 degrees .TIME: 7 : 00 AM . CONTACT: Bob Cunningham-,of Kay Construction & Carl Grassetti from Grassetti Brothers PURPOSE: Observe earthwork construction EQUIPMENT: Cat 320B excavator, Cat 924F loadaer, Bomag Supra DPU 6055 heavy plagte . compactor, 10-wheel dump TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Backfilling of previously waterproofed 11,000 gallon settling tanks at wastewater treatment facility continued using a Cat 320B excavator to place'and bucket compact 12"-18" lifts of granular fill (onsite natural sand deposits) consisting of F-M sand, little fine gravel, trace silt, which was previously excavated and stockpiled from tank locations. Compaction was performed using -4-6 overlapping coverages of Bomag heavy plate compactor to densify each lift placement. Backfill operations are ongoing. Excavation to bottom of anoxic, settling and aeration tank elevations began using Cat 320B excavator to the proposed elevations exposing natural sand deposits. Excess onsite sand deposits removed during the excavation were stockpiled for future re-use as granular fill. A site sketch is enclosed for review. These observations were related to Mr. Cunningham and Mr. Grassetti prior to departure. Inspector Premium Travel ; Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser . cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Settling tank 4P backfilling continues TANK R �n�Agy 11 01,OODO GALLON ANtJC � C pry�S 01- E (11 4'xZ4'�t0-xB'-3 >y♦'DEEF) nAV a �+Aiej / TWO REOUIRF.D or VENT R1 (11-4•4•-2-.9-3 344"OEEP) Excavation to bottom f anoxic,settling and ' aeration tanks begins oN TANK VENT RISER 1R O_X,_3 wmp) 1.. 3 2' PVC comm FOR NOON a StXw5E TUBWO VENT RISER SENSOR WIRING VENT To ROOF 12'S It IXG7:; . ..� { �•`11 o 6, STOCKADE N . � ~� "� W•?`yt CDIP•S �� 8 x5' CA IQ PAP s ) sr _ ccv.ERA OR) F. "': ..!e! r.. ✓' (Dip) 63. pR�gp,,� 1 94f; e'yc4 a+roRpgy ` Ad 64 �� ' ♦ 1�;t226 �� fti�Y! 1 AREA OF STANDARD fU° ' 11.000 GALLON �' �t DROP FOOTING 54.3 DUTY i SETFUNG TANK 1 C' ; ALVE PAVEMENT f i (11 4'x22'-2'x9`-t3 3A•DEEP j CHAMBER (RECIRC•) �v v 4.4 1 61E 63S i ti4JJh" i' i 11 ;'� "csQ•c (� , �, UOE T I UGfi T , VALVE CHAMBERDosiwG ' PUMP S7AT10N 6 �. l .L..�'8 Sar�i.rra�■� ammm . ■r..a� w ■ wX now a wml�mmw�a__ • r UTS so leham,MA02 80PR0 ECTI NO. top & Shop Building "G�� DATE: 04-6 02hn Kielty FIELD SKETCH BLDG "G" I i � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 04/16/2002 Report No. 21 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, . MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500# Grout No. Of Sets: 1 f SET 1 LOCATION: wall: Front Elevation 12 C.M.U. Column Line F at 2-2.85 24th Course To Top Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 74 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 72 X461 3 x 3 x 6 9.00 Good 04/16/2002 04/23/2002 7 27,000 3,000 Truck No. N/A X462 3 x 3 x 6 9.00 Good 1 04/16/2002 05/14/2002 28 1 40,000 1 4,440 Ticket No. N/A X463 3 x 3 x 6 -9.00 Good 04/16/2002 1 05/14/2002 28 37,500 4,170 1:30 Time X464 3 x 3 x 6 9.00 Good 04/16/2002 05/14/2002 28 39,000 4,330 GENERAL REMARKS: Inspector Premium Travel Name Time Hours _ Time P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue - Stop & Shop Supermarket Co Attn:' Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/16/2002 Report No. 3 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete CO. Lawrence Redi Mix . ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4" * No. Of Sets: 1 'CUBIC YARDS: lr SET 1 LOCATION: Building "G" Footings Total Unit Slump(in.) 3 3/4 Lab Size Area Date Date Age toad Load Fracture Air Temp. (F.) 70 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 67 X675 6 x 12 28.27 Good 04/16/2002 04/23/2002 7 81,000 2,870 4 Truck No. 285 X676 6 x 12 28.27 1 Good 1 04/16/2002 1 05/14/2002 1 28 110,000 1 3,890 1 2 1 Ticket No. 105602 X677 6 x 12 28.27 Good 04/16/2002 05/14/2002 1 28 108,000 1 3,820 1 2 Time 1:15 X678 6 x 12 28.27 Good 04/16/2002 05/14/2002 28 1 105,000 3,710 3 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Mix # 323010 Inspector " ` t,. Premium Travel ;%k 4, Name Time` Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES N I I (1)Cone (2) Cone and Split (3)Cone and Shear (4)Shear (5)Columnar Cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Van asse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva Of Massachusetts -The Construction Testing People' to Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/15/2002 Report No. 8 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clearing, 68 degrees JIME 7 :00 AM CONTACT: Bob Cunningham from Kay Construction & Carl Grassetti from Grassetti Brothers PURPOSE: Observe earthwork construction EQUIPMENT: Cat 320B excavator, Cat 924F loader, Bomag Supra DPU 6055 heavy plate compactor, 10-wheel dump TEST METHOD: ❑X Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer ,+ . Maximum Field Test Percent Dry Dry Percent ;, Elevation No. Moisture Density Density- Compaction Location .�r'' J (Feet) 1 5.3 126.6 123.4 97.5 See sketch 55' 2 6.4 126.6 125.9 99.5 " 58' 3 5.31 126.6 124.41 98.3 59' 4 5.31 126.61 124.21 98.1 " 1601 OBSERVATIONS: Backfilling.of previously waterproofed 11,000 gallon settling tanks, pump station and underground reatment tank began at wastewater treatment facility using .a Cat 320B excavator to place and bucket compact 12"-18" lifts of granular fill (onsite natural sand deposits) consi�stin.g of F-M sand, little fine gravel, trace silt, which was previously excavated and stockpiled from tank locations. Compaction was performed using 4-6 overlapping coverages of the Bomag heavy plate compactor to densify each lift placement. Backfill operations are ongoing. Four' field density tests were performed in accordance with ASTM D1556 using the sand cone method. Test results exceeded 95% of the modified proctor ASTM D1557. A site sketch is enclosed for review. These observations were related to Mr. Cunningham and Carl Grassetti prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) Of Massachusetts: 'The. Construction'Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/15/2002 Report No. 8 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis,, ,MA- 02601 Contractor Kay Construction " -REVIEWED BY:, .Chuck Fraser . , cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard I pproximate area of 4P I ettling tank I -0 ba fgd 4 Co ckfilling la000 caLloN R pR n C I 1i � D ANObC TANK / E (11-4'a9'-10"x9' v -3 - -DEEP) fSn1'!(' tl VENT RISE (11'-4 ,�'-2" i'=3 i4"DEEF) 1 - 2' PVC COND. (SUCROSE) ` \� `•mil 15.OW CALLON "°'MIN .� �.• `'��;�� ` 1�NT RISER AFO RE TANK NOEW1Rr'D (1V-4'Y29'-1G'x9'-3 WDM-P) � 3 - 2' PVC CONDU1i5 FOR c ' -� Approximate area of NaON &SLPOWSE TueING 66•1x retment tank AND 604SOR WMNG •1� ackfilling VENT TO ROOF ' _ o - -Y^ . ! 67.? �` •�• 4's '+� `� ,.,Field density test#3 F (DIP) -� Elev.: 59' cory Ap 4-4'S granular fill >t ,.. (D[p) compaction: f5S OR 1 83. Vj a i': roR'p y 1-69 2 r • •,,Q.:`., ///(///JJJ��///yyy ([l<y�t GAZE ,� F 11.000 GALLON y� a, ', Field density test#4 , J SETIUNG TANK Field density test#1 Elev.: 55 � � ' 3 _. pElev.:6 f x22'-2'x9'-j3 �4'DE£P � i / 0 1 ' ranular fill . 6 granular fill o (REC34\-:�^ % compaction: 98.1% ' 1 ompaction: 97.5/o �,. . ._ 1 YALW Ol•1AABIR r Field density test#2 1 Elev.: 58' 1 �• -=-�a-s•�...r..�. �.�..3 .■:•A■wa. ■ ranular fill • r .;. ■&rt■NOW�rrr�■■■■r■�■`rrrwr�b� compaction:99.5% UTSsoleham,MA02180PRO PROJECT NO.OB NAME: top & Shop Building "G"'DRAWN -15 John Kiel tyFIELD SKETCH BLDG "G" DATE: 04-15-02 � Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/12/2002 Report No. 32 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp s 'Hyannis, MA 02601 WEATHER: 60 Degrees, Sunny .TIME: -1`: 00 P.M. CONTACT: Craig Williamson Super of Kay Construction SUMMARY: 8" C.M.U. separation walls and arris-craft veneer were placed at the elevator machine room basement level. Type "S" 1800 PSI mortar was mixed onsite. Dur-O-Wall was placed 16" on center at the front elevation of column line F at 5.40-7.0 and column line F at 2-2.85. The top 6 courses of the arris- craft veneer was placed, the veneer was tied into the backup C.M.U. wall 16" on center. All C.M.U. placement was plumb, true to line, joined well and the 3/8" mortar joints were cleanly tooled concave. Lintels were placed for the window and door openings. Flashing was placed throughout and weep slots were provided 4' on center. Samples of the mortar were fabricated for lab testing. These observations were related to Craig Williamson prior to departure. GENERAL REMARKS: Inspector .. Premium`: '` Travel Name _ Time Hours Y Time P. Viscione No Min Day 1 Hr(s) REVIEWED BY: William P. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin 'Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/12/2002 Report No. 48 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp .Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4" * No. Of Sets: 2 CUBIC YARDS: 76 SET 1 LOCATION: Slab: S.O.G. column line A2.5 and 2A.5 Total Unit Slump(in.) 3 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 60 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 74 X158 6 x 12 28.27 Good 04/12/2002 04/19/2002 7 70,000 2,480 4 Truck No. 58 X159 6 x 12 1 28.27 1 Good 04/12/2002 1 05/10/2002 28 Ticket No. 19799 X160 6 x 12 28.27 Good 04/12/2002 05/10/2002 28 4-- Time 8:3 0 X161 6 x 12 28.27 Good 04/12/2002 05/10/2002 28 Unit Wt Ibs/cu ft Air Content(% SET 2 LOCATION: Slab: S.O.G. column line A.B and• 3.5 Total - Unit Slump(in.) 3 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 62 No. (in.) (sq. in.) 'Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 74 X154 6 x 12 28.27 Good 04/12/2002 04/19/2002 7 75,000 2,650 4 Truck No. 69 X155 6 x 12 1 28.27 1 Good 04/12/2002 05/10/2002 28 Ticket No. 119802 X156 6 x 12 28.27 Good 1 04/12/2002 1 05/10/2002 1 28 Time 10:00 X157 6 x 12 28.27 Good 04/12/2002 05/10/2002 28 I Unit Ibs/cu fi . Air Content(% GENERAL REMARKS: * pump with fiber mesh Inspector Premium Travel Name Time Hours Time " P. Viscione No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES J / II (1) Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar � Of Massachusetts; 'The Construction Testing People" Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/12/2 002 Report No. 48 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA . : 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod steady Mix } CC: ; iStop & 'Shop Supermarket Co } Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert ' Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell' Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts. 'The Construction Testing P-eo,pfe' Page 3 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/12/2 0 0 2 Report No. 48 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay•Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready. Mix FIELD SUMMARY REPORT -Total Pour: Slab: S.O.G. column line A2.5 to 2A.5, column line A.B and 3.5. Method of Placement: ❑X Pump []Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑Vibrator ❑X Other Other: gas screed Cylinder Fabrication Location: ❑ Truck Discharge Chute ❑X End of Pump Hose- Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ❑X None ❑ Other Slump Specification (in.) 4 Number of slumps out of specification reported to If rejected Approved by Remarks: i r Of Massachusetts Inc. 'The Construction Test: Page # DAILY REPORT OF CONCRETE POUR PROJECT NAME: _Sr p S'�-1��0 PROJECT NO.: DATE: �Z / f Gam- AIR TEMP.: 60'' " TOTAL YARDS: 76 LOCATION OF POUR: A8 eyr a _ 3 C 6 Load & Slump Batching Batch ing Time In Yards Concrete % of Ticket # No. of Truck # Inches In Out Minutes T emp. Air Cylinders TA i 1,9U� 736 Sg 7 �' 19is' 96 3.3 �- 9 . 14y 2 / 9 Gi I zo T,9�,4 + �00 ? >; / 9 p I i i I I I I I I I I I I I I I 1 INSPECTOR: ;L /�i��r� REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/12/2002 Report No. 28 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis,. MA 02601 .. Concrete Co. Mixed on site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 psi I No. Of Sets: 4 SET 1 LOCATION: Front elevation 8" C.M.U. column line F at 2 to 2.85, 16th to 19th courses. Total Unit Air Temp. (F.) 55 Lab Size Area Date Date Age Load Load Mortar Temp(F) 57 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time. 8:30 X194 2 x 2 x 2 4.00 Good 04/12/2002 04/19/2002 7 6,400 1,600 X195 2 x 2 x 2 4.00 Good 04/12/2002 05/10/2002 28 , X196 2 x 2 x 2 4.00 Good 04/12/2002 05/10/2002 28 ' SET 2 LOCATION: Wall: front elevation 8" C.M.U. column line F at 2 to 2.85, 19th to 23rd courses. Total Unit Air Temp. (F.) 59 Lab Size Area Date Date Age Load Load' Mortar Temp(F) 60 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:30 X197 2 x 2 x 2 4.00 Good 04/12/2002 04/19/2002 7 5,600 1,400 X198 2 x 2 x 2 4.00 Good 04/12/2002 05/10/2002 1 28 X199 2 x 2 x 2 4.00 Good 04/12/2002 05/10/2002 1 28 SET 3 LOCATION: Front elevation arriscraft veneer column line F, 5.6 to 7.0, 2nd to 4th courses. Total Unit Air Temp. (F.) 58 Lab Size Area Date Date Age Load Load Mortar Temp(F) 59 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 1:30 X200 2 x 2 x 2 4.00 Good 04/12/2002 04/19/2002 7 6,100 1;530 X201 2 x 2 'x 2 4.00 1 Good 1 04/12/2002 05/10/2002 1 28 X202 2 x 2 x 2 4.00 Good 1 04/12/2002 05/10/2002 1 28 SET 4 LOCATION: Front elevation arriscraft column line F at 5.6 to 7.0, 4th to 8th course. Total Unit Air Temp. (F.) 58 Lab Size Area Date Date Age Load Load Mortar Temp(F) 60 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:00 X203 2 x 2 x 2 4.00 Good 04/12/2002 04/19/2002 7 6,400 1,600 X204 1 2 x 2 x 2 1 4.00 Good 04/12/2002 05/10/2002 1 28 X205 1 2 x 2 x 2 4.00 Good 1 04/12/2002 05/10/2002 1 28 --------------- Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/12/2 0 02 Report No. 28 Barnstable Building Department .lob Number 7404 ATtn: Mitchell Trott Project Stop & Shop store #66 - Cotuit, MA *. �, 200 Main Street Contractor Kay Construction Corp Y{: Hyannis, MA 02601 + k + Concrete Co. Mixed on site GENERAL REMARKS: Y Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 04/12/2002 Report No. 20 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co.. •Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: _C-476 C-1019 C-1064 C-143 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500# Grout I No. Of Sets: 1 SET 1 LOCATION: Wall - 1211 C.-M.U. Receiving area #153 from first bond beam to top of wall Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 62 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 74 X190 3 x 3 x 6 9.00 Good 04/12/2002 04/19/2002 7 25,000 2,780 Truck No. 62 X191 3 x 3 x 6 1 9.00 Good 04/12/2002 05/10/2002 1 28 Ticket No. 119794 X192 3 x 3 x 6 9.00 Good 04/12/2002 05/10/2002 1 28 9 Time :00 X193 3 x 3 x 6 9.00 Good 04/12/2002 05/10/2002 28 GENERAL REMARKS: Inspector Premium Travel " Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn:• Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/12/2002 Report No. 76 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main` .Street Hyannis, MA 02601 Contractor Kay construction Corp . WEATHER: Hazy, 60 degrees TIME: 7 : 00 AM, CONTACT: Craig Williamson from Kay Construction PURPOSE: Observe earthwork construction and perform field density tests EQUIPMENT: Case series 2 backhoe, small plate compactor TEST METHOD: 0 Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Maximum Field Test Percent, Dry Dry Percent Elevation No. Moisture Density Density Compactiom Location (Feet) 1 8.7 128.9 126.9 98.5 See sketch Bottom of slab 2 17.5 128.91 128.7 1 99.9 " OBSERVATIONS: Grading of southwest corner of building "F" sub-slab was completed by hand to evenly distribute previously placed sand-gravel base course to the proposed elevation at bottom of slab. Offsite gravel base material, consisting of F-M-C sand and gravel, trace silt, from Lynch pit in Falmouth, was utilized as needed during grading operations. Compaction to finish grade was performed using several overlapping coverages of a small plate compactor to densify placement. Excavation and installation of gas line was performed along west end of building 'IF" using a Case series 2 backhoe to the proposed elevations exposing previously compacted granular fill and/or natural sand deposits. Backfilling of gas line trench was performed using backhoe to place and backdrag, in multiple passes, previously excavated materials to depress placement to resistance. No further compaction efforts performed this date. Two field density tests were performed at slab base course elevation in accordance with ASTM D1556 using the sand cone method. Test results exceeded 95% of the modified proctor ASTM D1557. A field sketch is enclosed for review. These observations were related to Mr. Williamson prior to departure. " Of MassachL setts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/12/2 0 02 Report No. 76 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp i Inspector Name Time Hours Time J. Kielty No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard r 0 24 or RX PERFORMED APROVWA TIC WWASOTEWTATOOSETREATW04T VARA, :ft.w CaaRACT 00011) (SU DRAWN0 C-16) 2-X'PYC MANS I Zl94N WASTEWAMER ____-"eATwxr FAccm 22.000 GAL EOIJAUZA UNGERGROUP10 TREATAIIIERT TANK TANK 41, STAITMO' GEMMATUR AND ENCIDStIRE VALLT UGEA IRAM70AMFA PAD .............. PRE.SSM DOS"a STATION VM PLIMPS 9 UGF/'t ILE ".000 GAL MAINTAN AND PROTECT DOSTING GREASE IRAP- LD SE 0 G*P-- 3 3S IMSTALL tT*-43*8" A"COMICCT 70 s F��A;LY_E EWSTM KATM LP9. 29 19 EWOVIE 8 RMOCATZ RVVRANT 'Excavation and /installation of gas line. FORCE MANS If LK)DIDPE) BUILD G 'F' P PROPOSED STOP & SHOP RMARKEr a of slab base r: rse compaction. Lu RECONWICT L 15 COMB BASIN 0 Is uNn L0140 T; )MN-25 r % IK to 4.0 L G R000"NECT 27 Lod 2 C i I density tesf 1 IV. SADO lev.: B.O.S. E. 13 -and-gravel base ;Vt 1--17.00 compaction: 97.6% -4 r-3 IS-22 Ir .0 e Vtw 12 Lu -30 14 Nrl I Field density test#f Z PIESERVE �'�tElev.: B.O.. 1 kCKNO AREA X RESOVE LEACHING AREA Ll?=�'�__and-g ravel base Zo mpaction: 96.7% ------ W 1-.1 C 30'D i4 21 _J: 20 —-—-—-—-- �4 VC I Ira i X: %,�� E 13 Fit. FETAL 10 IIA fro'KI in sma :SIM ir cy 572-7 5 Richardson Lane JOB NAME: Stop & Shop Cotuit Landing DRAWN BY: John Kielty Stoneham,MA 02180 FIELD SKETCH WEST . UTS PROJECT NO: DATE: 04-12-2002 Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/12/2002 Report No. 2 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M `200 Main Street Contractor Kay Construction . 'Hyannis, MA 02601 Concrete CO. Lawrence RediMix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ,ALL COMPRESSIVE STRENGTH.TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4�"' I No. Of Sets: 1 CUBIC YARDS: 15 SET 1 LOCATION: wall: building G treatment tank wall Total Unit Slump(in.) 3 3/4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 62 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 72 X170 6 x 12 28.27 Good 04/12/2002 04/19/2002 7 78,000 2,760 3 Truck No. 278 X171 6 x 12 28.27 Good 04/12/2002 05/10/2002 28 Ticket No. 1055438 X172 6 x 12 28.27 Good 04/12/2002 05/10/2002 28 Time 11:15 X173 6 x 12 28.27 Good 04/12/2002 05/10/2002 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel.. Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar CC: -Stop & Shop Supermarket Attn: Dan Donahue Stop &.-shop Supermarket Attn.' Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell - Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix _ Attn: Jay Pleva ` Of Massachusetts` ' 'The Construction Testing P°eAp-W Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/12/2 0 02 ' Report No. 2 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project stop & shop Landing Retail c - cotuit M ,A—., 200 Main Street Contractor Kay Construction Hyannis, . MA _02601 • `,, � . .�, ' Concrete CO. Lawrence RediMix FIELD SUMMARY REPORT Total Pour: Building G treatment tank walls Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other s Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: []Thermal Blankets ❑ Heat ❑X None ❑ Other Slump Specification (in.) 2 to 4 Number of slumps out of specification reported to If rejected ' Approved by Remarks: mix # 323010 UT'f S „ " Page 1 of 4 The Construction Testing People 5 Richardson Lane Stoneham,MA 02180 DAILY REPORT OF CONCRETE POUR PROJECT NAME: Stop& Shop Building "G" PROJECT NO.: DATE: 4/12/2002 AIR TEMP.: 62 TOTAL YARDS: 15 POUR LOCATION: Building "G"treatment tank walls Load & Slump Batching Batching Time in Yards Total Concrete % of Ticket# Set No. of Truck# Inches In Out Minutes Temp. Air Cylinders 278 3-3/4 10:25 AM 11:35 AM 70 10 10 72 n/a% 1055438 A 4 271 11:05 AM 12:20 PM 75 5 15 105540 INSPECTOR: John Kielty REMARKS: -�` Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/12/2002 Report No. 26 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Hazy, 60 degrees TIME: 7 : 00 AM CONTACT: Bob Cunningham froiri Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10-wheel dumps, Cat M320, M318 excavators, Cat 436C backhoe, Bomag Supra heavy plate compactor, small plate compactor, Cat 950g loader, Zip-It AZ480 asphalt zipper, Cat D4C dozer, Hypac C850B single drum vibratory roller TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of 12" water pipe continued across Rte 28 (south of Stop & Shop building "F") continuing west along south shoulder of existing roadway using a Cat M320 excavator and a Cat 436C backhoe, to the proposed elevation at bottom of trench exposing natural sand deposits consisting of F-M- C sand, trace gravel, little silt, which received a smooth bucket finish to densify any disturbed soils. Pulverization of existing bituminous concrete pavement was performed along trench lines at .roadway crossing using a Zip-It AZ-480 asphalt zipper attached to Cat 950G loader to cut and grind bituminous concrete in place. Trenches at roadway crossing were plated during operations to permit vehicular traffic. Upon installation of water pipe, backfilling was performed using a Cat 436C backhoe and a Cat M320 excavator to place and bucket compact previously excavated materials to resistance followed by 6-8 overlapping coverages of Bomag Supra heavy plate compactor to densify 12" lifts. At Rte 28 crossing, flowable fill was placed in excavated trench to roadway subgrade elevation. Cold patch was applied and densified by a Hypac C766B twin drum roller making 4-6 overlapping coverages to densify placement to permit vehicular traffic. Removal of subsoils along south shoulder of existing Rte 28 roadway was performed using a Cat M318 excavator to cut and remove subsoil exposing dense granular fill consisting of F-M-C sand and gravel, trace silt, along immediate shoulder. Approximately 3' off shoulder, excavation exposed a dense granular fill and natural sand deposits consisting of F-M-C sand, little gravel, trace silt. Excavated ' Of Massachusetts. 'The Construction Testing P"eopW* Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/12/2 0 02 Report No. 26 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA a 200 Main Street Hyannis, MA 02601 Contractor Kay Construction ' _materials were loaded on 10-wheel dumps and transported off site. Subgrade was proofrolled and densified by a Hypac C850B single drum vibratory roller making 4-6 overlapping passes. Placement and grading of 12"-181, lift of dense graded crushed stone from Lynch pit in Falmouth was performed using a Cat D4C dozer to evenly distribute and backdrag offsite subbase to depress placement to resistance. Compaction began using a Hypac C85OG single drum vibratory roller making 6-8 overlapping coverages to densify placement. A sample of offsite subbase material from Lynch pit in Falmouth was obtained and returned to the UTS lab for sieve and proctor analysis. Results will be available upon completion of sieve and proctor analysis. Excavation, grading, distribution and compaction efforts are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium y, Travel Name.. Time ., Hours_" ,. Time J. Kielty No REVIEWED BY: Chuck Fraser Cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 0 _j • REMOVE EXISTING 10'PLLjC AND Ld I2"X8-XI2- TEE ca CONNECT E10STING 10' WATER 2 12 Gv MAIN TO NEW If WATER mAjN T--: LLL 7" C) I 2'XIO'04CREASER I - 12'GV Ch < CENTERVILLE-OSTERVILIX SIDE Removal of subsoils REWCIING PG ANO_)from existing A EM aPLUGCONNECT OGSTLNG 8' WATER roadway shoulder. MAN TO NEW 12' WATER MAN Placement of —M --rat I subbase begins. 12 =K9- Ir W 12 NSTAR NE-17B -U, It MH 659/070 LLI ELECT C -4 T7 7,1=1 < :2 APPROXIMATE UMIT OF IWORK A TO BE PERFORMED UNCER A SEPARATE OFF-SITE Excavation and IMPROVEMENTS CONTRACT .installation of 12" .'I ITE 97.7 7 C,--A -1 water pipe. 24 7 2AT&T MH RETAIL C OAS 10"rA S APPROXIMATE LIMIT OF �ow TO BE PERFORMED UNOkR A SEPARATE OFF-SITE 3 NSTAR NE-17B IMPROVEMENTS CONTRACT MH 659/010 N S, t �! °� '' 0 40 so SCALE IN FEET UTS5 Richardson Lane SIoneham,MA02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 1 PROJECT NO: DATE: 04-12-2002 � Of Massachusetts 'The Construction Testing Pe;ople'` Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/12/2002 Report No. 29 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main . Street Contractor Kay Construction Corp Hyannis, MA 02601 WEATHER:.54 Degrees, Sunny .TIME: 6 :30 A.M. CONTACT: Craig Williamson Super of Kay_Construction SUMMARY: Cape Cod Ready Mix arrived a the site with 10 yards of 3500 PSI grout. The grout was mixed well and thinned to a 9" slump. The 12" C.M.U. walls at the rear elevation receiving area # 153 were grouted from the first bond beam to the top of the wall. All vertically reinforced cells were grouted. The anchor bolts for the roof plates were set and the bond beam was grouted solid. The grout was rodded and full penetration was achieved. 'A sample of the grout was taken to fabricate one set of 311x3"x6" grout prisms for lab testing. At the front elevation at column line F at 2-2.85, an 8" C.M.U. was placed from the 16th to the 23rd course. All vertical reinforcements were placed and lapped as required. Ladur type dur-o-wall with ties for the arris craft was placed 16" on center. Masonry ties were placed 16" on center at the columns which were coated with Karnak and covered with styrofoam. Control joints were continued with rapid control joint T's were placed inside. At the front elevation at column line F at 5.6-7.0, the placement of arris craft veneer continued from the 2nd to the 9th course. The veneer was tied in 16" on center, the placement was plumb, true to line, joined well and the 3/8" mortar joints were cleanly tooled concave. Samples of the type "S" 1800 PSI mortar was mixed on site and fabricated for lab testing. These observations were related to Craig Williamson prior to departure. GENERAL REMARKS: Inspector Premium Travel' Name' Time- Hours Time- P. Viscione No Max Day+1 Hrs OT 1 Hr(s) REVIEWED BY: William P. Crabtree � G MassachuMitt-s 'The Cons,truction Testing R°eople'' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/12/2 0 02 Report No. 29 Barnstable Building Department Job Number 7404 -� ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200' Main Street Contractor Kay Construction Corp r % Hyannis, MA `02601 t 1, Cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp.y..-_ "- `Attn: Mich`ael''Col lent ro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva • f " Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/12/2002 Report No. 2 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete CO. Lawrence RediMix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 1 No. Of Sets: 1 CUBIC YARDS: 15 SET 1LOCATION: wall: building G treatment tank wall Total Unit ' Slump(in.) 3 3/4 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 62 No. (in.) (sq. in.), Condition Cast Tested Days (lbs.) (psi.)' Type Conc Temp(F) 72 X170 6 x 12 28.27 Good 04/12/2002 04/19/2002 7 78,000 2,760 3 Truck No. 278 X171 6 x 12 28.27 Good 04/12/2002 05/10/2002 28 100,000 3,540 2 Ticket No. 1055438 X172 6 x 12 28.27 Good 04/12/2002 05/10/2002 28 106,000 3,750 4 Time 11:15 X173 6 x 12 28.27 Good 04/12/2002 05/10/2002 28 105,000 3,710 2 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: .Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva " Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report 04/12/2002 Concrete Report Date � Report No. 48 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM:' C-39 CLASS CONCRETE:"3000# 3/411 * I No. Of Sets: 2 CUBIC YARDS: 76 SET 1 LOCATION: Slab: S.O.G. column line A2.5 and 2A.5 Total Unit Slump(in.) 3 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 60 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 74 X158 6 x 12 28.27 Good 04/12/2002 04/19/2002 7 70,000 2,480 4 Truck No. 58 X159 6 x 12 28.27 Good 04/12/2002 05/10/2002 28 134,000 4,740 2 Ticket No. 19799 X160 6 x 12 28.27 Good 04/12/2002 05/10/2002 28 133,000 4,700 4 Time 8:3 0 X161 6 x 12 28.27 Good 04/12/2002 05/10/2002 28 130,000 4,600 2 Unit Wt Ibs/cu ft Air Content(% SET 2 LOCATION: Slab: S.O.G. column line A.B and 3.5 y Total Unit Slump(in.) 3 1/2 Lab Size Area o Date bate Age Load Load Fracture Air Temp.(F.) 62 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 74 X154 6 x 12 28.27 Good 04/12/2002 04/19/2002 7 75,000 2,650 4 Truck No. 69 X155 6 x 12 28.27 1 Good 1 04/12/2002 1 05/10/2002 1 28 134,000 1 4,740 3 Ticket No. 19802 X156 6 x 12 28.27 Good 04/12/2002 015/10/2002 28 130,000 4,600 2 Time 10:00 X157 6 x 12 28.27 Good 04/12/2002 05/10/2002 28 132,000 4,670 9 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: pump with fiber mesh Inspector Premium a' >;- Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES � II (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar Of Massachusetts: 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/12/2 0 02 Report No. 48 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyanni s, MA 02601 Concrete Co. Cape Cod Ready Mix cc: Stop` & 'Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael'Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva ' u , � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/12/2002 Report No. 28 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete CO. Mixed on site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 psi 7No. Of Sets: 4 SET 1 LOCATION: Front elevation 8" C.M.U. column line F at 2 to 2.85, 16th to 19th courses. Total Unit Air Temp. (F.) 55 Lab Size Area Date Date Age Load Load Mortar Temp(F) 57 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 8:3 0 X194 2 x 2 x 2 4.00 Good 04/12/2002 04/19/2002 7 6,400 1,600 9X19 5 2 x 2 x 2 4.00 Good 04/12/2002 05/10/2002 28 12,200 3,050 6 2 x 2 x 2 4.00 Good 04/12/2002 05/10/2002 28 12 ,0000 3,000 SET 2 LOCATION: wall: front elevation 8" C.M.U. column line F at 2 to 2.85, 19th to 23rd courses. Total Unit Air Temp.(F.) 59 Lab Size Area Date Date Age Load Load Mortar Temp(F) 60 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:30 X197 2 x 2 x 2 4.00 Good 04/12/2002 04/19/2002 7 5,600 1,400 X198 2 x 2 x 2 4.00 Good 04/12/2002 05/10/2002 28 10,600 2,650 X199 2 x 2 x 2 4.00 Good 04/12/2002 05/10/2002 28 10,400 2,600 SET 3 LOCATION: Front elevation arriscraft veneer column line F, 5.6 to 7.0, 2nd to 4th courses. Total Unit Air Temp. (F.) 58 Lab Size Area Date . Date Age Load Load Mortar Temp(F) 59 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 1:30 X200 2 x 2 x 2 4.00 Good 04/12/2002 04/19/2002 7 6,100 1,530 X201 2 x 2 x 2 4.00 Good 04/12/2002 05/10/2002 28 11,300 2,830 X202 2 x 2 x 2 4.00 Good 04/12/2002 05/10/2002 28 11,500 2,880 SET 4 LOCATION: Front elevation arriscraft column line F at 5.6 to 7.0, 4th to 8th course. Total Unit Air Temp. (F.) 58 Lab Size Area Date Date Age Load, Load Mortar Temp(F) 60 No. (in.) (sq. in.) Condition Cast Tested Days (lbs:) (psi.) Time 3:00 X203 2 x 2 x 2 4.00 Good 04/12/2002 04/19/2002 7 6,400 1,600 X204 2 x 2 x 2 4.00 Good 04/12/2002 05/10/2002 28 11,800 2,950 X205 j 2 x 2 x 2 4.00 Good 04/12/2002 05/10/2002 28 12,100 1 3,030 I " Of Massachusetts. 'The Construction Testing People' Page 2 I 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/12/2 0 02 Report No. 28 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 • Concrete Co. Mixed on site ' -GENERAL REMARKS: Inspector Premium Travel Name Time ' Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva " Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 04/12/2002 Report No. 20 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500# •Grout T No. Of Sets: 1 SET 1 LOCATION: Wall - 12" C.M.U. Receiving area #153 from first bond beam to top of wall Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 62 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 74 X190 3 x 3 x 6 9.00 Good 04/12/2002 04/19/2002 7 25,000 2,780 Truck No. 62 X191 3 x 3 x 6 1 9.00 1 Good 1 04/12/2002 1 05/10/2002 28 1 50,000 1 5,560 Ticket No. 119794 X192 3 x 3 x 6 9.00 Good 04/12/2002 05/10/2002 28 48,500 5,390 Time 9:00 X193 3 x 3 x 6 9.00 Good 04/12/2002 05/10/2002 28 49,000 5,440 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/11/2002 Report No. 25 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay construction WEATHER: Clear, 54 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10-wheel dumps, Cat M320 excavator, Cat M318 excavator, Cat 436C backhoe, Bomag Supra heavy plate compactor, small plate compactor, Cat 95OG loader, Zip-It AZ480 asphalt zipper TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of 12" water pipe continued at two locations using a Cat M320 excavator and a Cat 436C backhoe, to the proposed elevation at bottom of trench exposing natural sand deposits consisting of F-M-C sand, trace gravel, little silt, which received a smooth bucket finish to densify any disturbed soils. Existing bituminous concrete pavement at roadway crossing south of retail building 'IC" was saw cut and removed using a Cat M320 excavator and loaded on 10-wheel dumps to be transported off site. Pulverization of existing bituminous concrete placement was performed along trench lines at roadway crossing south of Stop & Shop building "F" using a Zip-It AZ480 asphalt zipper attached to a Cat 950G loader to cut and grind bituminous concrete in place. Trenches at roadway crossing were plated during operations to permit vehicular traffic. Upon installation of water pipe and hydrants, backfilling was performed using the Cat 436C backhoe and Cat M320 excavator to place and bucket compact previously excavated materials to resistance, followed by 6-8 overlapping coverages by the Bomag Supra heavy plate compactor to densify 12" lifts. Removal of subsoils along north shoulder of existing Rte 28 roadway was performed using a Cat M318 excavator to cut and remove subsoil exposing existing highway gravel base material consisting of very dense F-M-C sand and gravel, trace silt. Excavated materials were loaded on 10-wheel dumps and transported off site. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Of Massachusetts. 'The Construction-Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/11/2002 Report No. 25 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Inspector Premium Travel Name } a. Time Hours 'Time J. •Kielty i' No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard - 3.1 0 —j REMOVE MIM 10'PLUG AND IZ'XB'X12' TEE M •CONNECT C)CSTtNG IT WATER 2- 12- GV uAim To NEW If WATER uAjN -trr— T;v (Removalofsubsoils—from existing roadway shoulder U F- 2'XIO'00CREASM CV ON COCTERVILILE-OSTERVILLE WE REMOVE E=TM Ir PLUG AM CO DQSTING INIME 5' WATER MAIM TO NEW 12' WATER MAIN 1 4" Ir-4 eriz h NH NSTAR NE-17B MK959/079j=,.� I E — — — — — — -- — — — LLI — Excavation and installation of 1 T water pipe. APPROXIMATE UNIT OF�WM To BE PERFORMED LINCIER A SEPARATE OFF-SITt impRovEmENTS CONTRACT dye aj to IIA fFE-97. 24 saga AT&T MH FerAlL C —ROAD) S 'Excavation and installation of 12" ter pipe. APPROXIMATE UNIT TO BE SEPARATE PERFORMED �A! M OFF- ' 6;i�ACT NSTAR NE-1 7B MH 659/010 N i�� / 3 S 0 40 so SCALE IN FEET UT5 Richardson Lane Stoneham,MA 02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 1 PROJECT NO: DATE: 04-11-2002 �• Of Massachusetts 'The Construction Testing People' Page 1 , 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/11/2002 Report No. 29 Job Number 7465 Barnstable Building Department Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction •,WEATHER: Clear, 54 degrees _TIME: 7 : 00_AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat D4C dozer TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: 0 Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: The distribution of previously stockpiled granular fill at the rear of retail building "A"' began, using a Cat D4C dozer too evenly distribute and depress placement of subgrade elevation to resistance. Granular fill material, consisting of F-M-C sand, little gravel and trace silt, was previously excavated from natural sand deposits from building "G" wastewater treatment plant. Distribution and grading of materials is ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name _ ""�' Time ' {Hours Time J. Kielty No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: F ' Stop & .Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert ` Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse*.Hangen Brustlin, .Inc. Attn: Steve Chouinard PROTECT I's 20 33 -34 N FASTING SCRNOES STATION WTIA PUMPS 28 EMSTINC LEAq M.aMTAN AD TECT � oA- ROTECN V INSTALL It-,45' AND CONNECT TO &RELOCATE EMSTING WATER VALVE M TYP'.EM RELOCATE 2r'V 4YO1AN1 Sionconm on X, NDistribution of granular 1 LX fill from building-U a2 xcavation begins Ah DI" PROTECT EJUS RECOPPIECT CONME( SXE%.M TO I ;/,"" RETAIL Wj OAS AND C CC'4w ONFIE ."OF DOtAJW To Im TH -w LVL HOM (LOOM-Aq NECESSARY Cj::D Ar I RD GAS UNE ■ C—b r LS 2 Iwo sty ALL 7B -I'WTE 3 /141. S Uj -14 JA. PROTECT Ul ",C) -- RESERVE I (TV.) ZI AREA 1.6490 ION AREA : I i K RcMOVM(TYP) A �j—r LX,UuM cf.L-ty%g� Y:1f' for, LD ---—-—-—-—--- -—-—- -—-—-- 2kef-10 -P -WD RETAL a' 0 YAPRAIN AND NIIRI FIEErAL -0 iiG; 0 TPjTy COW 7 ME-a?7. rr 24 10 ITA F FRq 23 Rq A.L C . .............. ...... Y D041S10 OONNECTOG xX-A ...... 5 RichardSOn Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John KieltyFIELD SKETCH EAST I ITSStonenam,MA 02180 PROJECT NO: DATE: 04-11-2002 ' Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/11/2002 Report No. 25 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S - 1800 psi No. Of Sets: 3 SET 1 LOCATION: wall right .elevation, receiving area corner of column line 7 and B.A, 8th course to first bond beam Total Unit Air Temp. (F.) 47 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 T883 2 x 2 x 2 4.00 Good 04/11/2002 04/18/2002 7 4,300 1,080 T884 2 x 2 x 2 4.00 Good 04/11/2002 05/09/2002 28 8,600 2,150 _ T885 2 x 2 x 2 4.00 Good 1 04/11/2002 05/09/2002 1 28 1 8,800 1 2,200 SET 2 LOCATION:_ _ wall right elevation, receiving area corner of column,line 7 and B.A, from first bond beam to top of wall Total Unit Air Temp. (F.) 50 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 1:00 T886 2 x 2 x 2 4.00 Good 04/11/2002 04/18/2002 7 3,800 950 T887 2 x 2 x 2 4.00 Good 04/11/2002 05/09/2002 28 8,500 2,130 T888 2 x 2 x 2 4.00 Good 04/11/2002 05/09/2002 1 28 1 8,300 1 2,080 SET 3 LOCATION: wall front elevation column line F6-7, ground face venner, first two courses Total Unit Air Temp. (F.) 55 Lab Size Area Date Date Age Load Load Mortar Temp(F) 60 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:00 T889 2 x 2 x 2 4.00 Good 04/11/2002 04/18/2002 7 4,100 1,030 T890 2 x 2 x 2 4.00 Good'. 04/11/2002 05/09/2002 28 9,200 2,300 T891-' 2 x 2 x 2 4.00 `Good '04/11/2002 1 05/09/2002 1 281 9,000 2,250 GENERAL REMARKS: _ Inspector Premium t r Travel Name Time Hours Time I P. Viscione No � Of Massachusetts: 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/11/2 0 02 Report No. 25 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Onsite .REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva � Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 04/11/2002 Report No. 17 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA - 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 • �' Concrete Co. onsite ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500# Grout No. Of Sets: 2 SET 1 LOCATION: Wall right elevation receiving area corner of column line 7 and. B.A, top lift, 12" C.M.U. Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 52 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 55 T920 3 x 3 x 6 9.00 Good 04/11/2002 04/18/2002 7 34,000 3,780 Truck No. T921 3 x 3 x 6 9.00 Good 1 04/11/2002 05/09/2002 28 45,000 5,000 Ticket No. T922 3 x 3 x 6 9.00 Good 04/11/2002 05/09/2002 28 43,000 4,780 Time 1:30 T923 3 x 3 x 6 9.00 Good 04/11/2002 05/09/2002 28 40,000 1 4,440 SET 2 LOCATION: Wall line F2-2.8, first bond beam Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 57 T932 3 x 3 x 6 9.00 Good 04/11/2002 04/18/2002 7 35,000 3,890 Truck No. T933 3 x 3 x 6 9.00 Good 04/11/2002 05/09/2002 28 51,000 5,670 Ticket No. T934 3 x 3 x 6 9.00 Good 1 04/11/2002 05/09/2002 1 28 1 53,000 5,890 2: Time 30 T935 1 3 x 3 x 6 9.00 Good 1 04/11/2002 05/09/2002 1 28 1 55,000 1 6,110 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i Of Massachusetts ` 'The Construction Testing People' 0 Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/11/2002 Report No. 25 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S - 1800 psi No: Of Sets: 3 SET 1 LOCATION: wall right elevation, receiving area corner of column line 7 and B.A, 8th course to first bond beam Total ' Unit Air Temp. (F.) 147 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 900 T883 2 x 2 x 2 4.00 Good 04/11/2002 04/18/2002 7 4,300 1,080 T884 2 x 2 x 2 4.00 Good 04/11/2002 05/09/2002 28 T885 2 x 2 x 2 4.00 Good 1 04/11/2002 05/09/2002 1 28 SET 2 LOCATION: Wall right elevation, receiving area corner of column line 7 and B.A, from first bond beam to top of wall Total Unit Air Temp. (F.) 50 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 1:00 T886 2 x 2 x 2 4.00 Good 04/11/2002 04/18/2002 7 3,800 950 T887 2 x 2 x 2 4.00 Good 04/11/2002 05/09/2002 28 T888 2 x 2 x 2 4.00 Good 04/11/2002 05/09/2002 28 SET 3 LOCATION: wall. front elevation column line F6-7, ground face venner, first two courses Total Unite: Air Temp. (F.) 55 ENo. Size Area Date- Date Age Load Load Mortar Temp(F) 60 (in.) (sq.,in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:00 2 x 2 x 2 4.00 Good 04/11/2002 04/18/2002 7 4,100 1,030 2 x 2 x 2 4.00 Good 04/11/2002 05/09/2002 28 2 x 2 x 2 4.00 Good 1 04/11/2002 05/09/2002 28 GENERAL REMARKS: Inspector Premium "' Travel Name Time Hours Time P. Viscione No � Of Massachusetts: 'The Constraiction Testing Pe"0 167 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/11/2002 Report No. 25 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA '! 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 r: Concrete Co. onsite • y F f. - 6 A-REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro - Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 04/11/2002 Report No. 17 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA .200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500# Grout No. Of Sets: 2 SET 1 LOCATION: Wall right elevation receiving area corner of column line 7 and B.A, top lift, 12" C.M.U. Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 52 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.), Grout Temp(F.) 55 T920 3 x 3 x 6 9.00 Good 04/11/2002 04/18/2002 7 34,000 3,780 Truck No. T921 3 x 3 x 6 9.00 Good 04/11/2002 05/09/2002 28 Ticket No. T922 1 3 x 3 x 6 9.00 Good 04/11/2002 05/09/2002 28 Time 1:30 T923 3 x 3 x 6 9.00 Good 04/11/2002 1 05/09/2002 28 SET 2 LOCATION: Wall line F2-2.8, first bond beam Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.); Grout Temp(F.) 57 T932 3 x 3 x 6 9.00 Good 04/11/2002 04/18/2002 7 35,000 3,890 Truck No. T933 3 x 3 x 6 9.00 Good 04/11/2002 05/09/2002 28 Ticket No. T934 3 x 3 x 6 9.00 Good 04/11/2002 05/09/2002 28 Time 2:30 T935 1 3 x 3 x 6 9.00 Good 04/11/2002 05/09/2002 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours' Time P. viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva I -� Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781438-6216(Fax) Masonry Field Report Report Date 04/11/2002 " Report No. 28 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 WEATHER: Fair, 50 Is TIME: 6 : 30 AM CONTACT: Craig Williamson of Kay Construction SUMMARY: The writer reported to the above project site to perform a masonry inspection. The following was observed: The placement of C.M.U. continued at the right elevation at the receiving area at the corner of column line 7 and B.A. 12" C.M.U. was placed and grouted from the 8th course to the top of the wall. Ladur type Dur-o-wall was placed 16" on center. The jambs at door #18 to 16 were filled with mortar as the C.M.U. placement progressed. Bond beams were placed at 1018" and at the top of the wall. Double #6 rebars and corner bars were placed inside. 47 Vertical reinforcement was placed and lapped as specified. Type S mortar with hydrocide powder added to each batch was mixed onsite. 3500 PSI Grout was also mixed onsite with municipal water to a 9" slump.. The second and third lifts were hand grouted. Anchor bolts were grouted in place for the roof plates. All vertically reinforced cells were grouted. The bond beams were grouted solid. The grout was rodded to achieve full penetration. At the front elevation at column line F2-2.80, the second low lift of 8" C.M.U. was grouted to the first bond beam at 1018" . .At the front elevation at column F and 6-7 the first two courses of ground face veneer were placed. Flashing was in place and weep slots were provided 2' on center. The veneer was tied in 16" on center. Samples of the mortar and grout were taken to fabricate mortar cubes and grout prisms for compression testing. These observations were related to Mr. Williamson;prior to departure. GENERAL REMARKS: .Inspector Premium Travel Name Time Hours Time P. Viscione No Max Day+1 Hrs OT 1 Hr(s) REVIEWED BY: William P. Crabtree 4�v Of Massachusetts ' 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/11/2002 Report No. 28 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 ' Cc: Stop & Shop Supermarket.Co Attn: Dan Donahue Stop-& Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/10/2002 Report No. 27 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 WEATHER: Sunny, 50 ' s .TIME: 6 : 3 0'AM CONTACT: Craig Williamson of Kay Construction SUMMARY: The writer reported to the above project site to .perform a masonry inspection. The following was observed: The placement and grouting of C.M.U. walls continued at the front and rear elevation at column line F 5.40-7.0. The 4th low lift of 8" C.M.U. was grouted, followed by the placement and grouting of the top four courses. Anchor bolts for the roof plates were set in place at the rear elevation of Receiving Area #153. The second low lift was grouted. All vertically reinforced cells were grouted. The bond beams were grouted solid. The grout was rodded to achieve full penetration. The 3500 psi grout was mixed onsite to a 9" slump at column line F 2-2.80. • The first low lift of 8" C.M.U. was also grouted. 8" C.M.U. was then placed from the seventh course to the first bond beam at 1018" at the rear elevation of Receiving Area #153. 4 12" C.M.U. was placed from the first bond beam to the top bond beam at the top of the wall. All horizontal and vertical reinforcement was placed and lapped as required. Double #6 rebars and corner bars were placed in the bond beam. Anchor bolts were set in place for the roof plates. Control joints were continued with rapid P.V.C. Control Joint T's were placed inside the expansion area. All columns were coated with Karnak 100 and covered with styrofoam. Masonry ties were placed 16" on center at each column. Ladur type Dur-o-wall was placed 16" on center. Type S mortar was mixed onsite with hydrocide powder added to each batch mixed. Random samples were taken throughout the day to fabricate. 2"x2"x2" mortar cubes for lab testing. These observations were related to Mr. Williamson prior to departure. GENERAL REMARKS: Inspector Premium Travel I Name Time Hours Time P. Viscione No Max Day+1 Hrs OT 1 Hr(s) r Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/10/2002 Report No. 27 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 .REVIEWED BY: William P. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva r Of Massachusetts 'The Construction Testing People' Page,1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/10/2002 Report No. 27 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 WEATHER: Sunny, 50 Is .TIME: 6 : 30 AM CONTACT: Craig Williamson of Kay Construction SUMMARY: The writer reported to the above project site to perform a masonry inspection. The following was observed: The placement and grouting of C.M.U. walls continued at the front and rear elevation at column line F 5.40-7.0. The 4th low lift of 8" C.M.U. was grouted, followed by the placement and grouting of the top four courses. Anchor bolts for the roof plates were set in place at the rear elevation of Receiving Area#153. The second low lift was grouted. All vertically reinforced cells were grouted. The bond beams were grouted solid. The grout was rodded to achieve full penetration. The 3500 psi grout was mixed onsite to a 9" slump at. column line F 2-2.80. The first low lift of 8" C.M.U. was also grouted. 8" C.M.U. was then placed from the seventh course to the first bond beam at 1018" at the rear elevation of Receiving Area #153. 12" C.M.U. was placed from the first bond beam to the top bond beam at the top of the wall. All horizontal and vertical reinforcement was placed and lapped as required. Double #6 rebars and corner bars were placed in the bond beam. Anchor bolts were set in place for the roof plates. Control joints were continued with rapid P.V.C. Control Joint T's were placed inside the expansion area. All columns were coated with Karnak 100 and covered with styrofoam. Masonry ties were placed 16" on center at each column. Ladur type Dur-o-wall was placed 16" on center. Type S mortar was mixed onsite with hydrocide powder added to each batch mixed. . Random samples were taken throughout the day to fabricate 2"x2"x2'1 mortar cubes for lab testing. These observations were related to Mr. Williamson prior- to departure. GENERAL REMARKS: Inspector Premium Travel Name Time Hours=' Time P. Viscione No Max Day+1 Hrs OT 1 Hr(s) I - Of Massachusetts: 'The Construction Testing Peo-ple' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/10/2002 Report No. 27 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 .REVIEWED BY: William P. Crabtree Cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/.10/2002 Report No. 24 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street _'Hyannis, MA _ 02601 Contractor Kay Construction WEATHER: Clearing, 62 degrees .TIME: 7 : 00 AM' CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10-wheel dumkps, Cagt M320 excavator, Cat 436C backhoe, Bomag Supra heavy plate compactor, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of 12" water pipe continued from retail site entrance across Rte 28 (southwest of retail building "B") , using a Cat M320 excavator to the proposed elevation at bottom of trench exposing natural sand deposits consisting of F-M-C sand, trace gravel, little silt, which received a smooth bucket finish to densify any disturbed soils. Existing bituminous concrete pavement at roadway crossing was saw cut and removed using the Cat M320 excavator and loaded on 10-wheel dumps to be transported off site. Trenches at roadway crossing were plated during operations to permit vehicular traffic. Upon installation of water pipe at retail entrance, backfilling was performed by the Cat 436C backhoe to place and bucket compact previously excavated materials to resistance followed by 6-8 overlapping coverages with the Bomag Supra heavy plate compactor to density the 12" lifts. Upon installation of water pipe at Rte 28 crossing, flowable fill was placed in excavated trench to roadway subgrade elevation. Cold patch was applied and densified using a Hypac C766B twin drum roller making 4-6 overlapping coverages to densify placement to permit vehicular traffic. ' i A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No I 4f Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/10/2002 Report No. 24 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA .200 Main Street 'Hyannis, MA 02601 Contractor Kay Construction .REVIEWED BY: Chuck Fraser Cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 0 1 LLJ REVOYE EMT04G 10' PLUG AND IZ'X8*XI2' TEE M CONNECT EXISTING IT WATER 12- GV MAIN TO NEW 12*WATER MAIN tbut 12'XIO'INCREASER 12'GV ON CENTUnwE-OSTERvILLE SIDE PLUG RMW EXISTV4 T.PLUG AND 3: CONNECT EXISTING a WA MAIN TO NEW 12" WATER MAIN 2-Ir ow Im edz h rdH FINK 4 TER NSTAR NE-17B MH 659/070 U.j ELECT C 4- LLI APPROXIMATE LIMIT OF IWORK To BE PERFORMED UN13EMR A SEPARATE OFF—SITt IMPROVEMENTS CONTRACT 10 j 4 24 A j IFFE-67.71 1 Pff i U RETAIL C AT&T MH JIF 'Excavation and installation of 12" ....... - - - - - - - - ater pipe. 40—A_D) ITCA APPROXIMATE LIMIT OF TO BE PERFORMED UNOtR A SEPARATE OFF—" IMPROVEMENTS CONTRACT NSTAR NE-17B 0 MH 659/010 N S 0 40 80 SCALE W FEET UTS5 Richardson Lane Stoneham,MA 02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 1 PROJECT NO: DATE: 04-10-2002 Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/10/2002 Report No. 24 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Onsite ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 71800 psi No. Of Sets: 4 SET 1 LOCATION: Wall 8" C.M.U. front elevation column line F5.40-7.0, top four courses Total Unit Air Temp. (F.) 52 Lab Size Area Date Date Age Load Load Mortar Temp(F) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 8:30 T892 2 x 2 x 2 4.00 Good 04/10/2002 04/17/2002 7 5,100 1,280 T893 2 x 2 x 2 4.00 Good 04/10/2002 05/08/2002 28 10,200 2,550 T894 2 x 2 x 2 4.00 Good 04/10/2002 05/08/2002 28 10,300 2,580 SET 2 LOCATION: Wall 8" C.M.U. front elevation column line F2-2.80, 7th-12th course Total Unit Air Temp. (F.) 54 Lab Size Area Date Date Age Load Load Mortar Temp(F) 56 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:00 T895 2 x 2 x 2 4.00 Good 04/10/2002 04/17/2002 7 5,000 1,250 T896 2 x 2 x 2 4.00 Good 04/10/2002 05/08/2002 28 9,800 2,450 T897 1 2 x 2 x 2 4.00 Good 1 04/10/2002 05/08/2002 1 28 1 10,000 2,500 SET 3 LOCATION: Wall 12" C.M.U. rear receiving area #153 from first bond beam to top of wall Total Unit Air Temp. (F.) 156 Lab Size Area Date Date Age Load Load Mortar Temp(F) 60 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 100 T898 2 x 2 x 2 4.00 Good 04/10/2002 04/17/2002 7 4,800 1,200 T899 2 x 2 x 2 4.00 1 Good 1 04/10/2002 05/08/2002 28 9,600 1 2,400 T900 2 x 2 x 2 4.00 Good 1 04/10/2002 05/08/2002 28t 9,900 1 2,480 SET 4 LOCATION: Wall front elevation 811C.M.U. column line F2-2.8, 12th course to first bond beam .Total Unit Air Temp. (F.) 60 Lab Size Area Date Date Age Load Load Mortar Temp(F) 60 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:00 i T901 2 x 2 x 2 4.00 Good 04/10/2002 04/17/2002 7 4,900 1,230 T902 2 x 2 x 2 4.00 Good 04/10/2002 05/08/2002 28 9,800 2,450 T903 2 x 2 x 2 4.00 Good 1 04/10/2002 05/08/2002 1 28 1 9,900 1 2,480 Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/10/2 0 02 Report No. 24 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite GENERAL REMARKS: Travel 11 Inspector , Premium Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 04/10/2002 Report No. 16 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp 'Hyannis, MA 02601 Concrete Co. onsite -ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500# Grout No. Of Sets: 1 SET 1 LOCATION: wall column line F2-2.8 first low lift, column lne F5.4-7.0 4th and 5th low lift Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 53 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 60 T908 3 x 3 x 6 9.00 Good 04/10/2002 04/17/2002 7 25,000 2,780 Truck No. T909 3 x 3 x 6 9.00 1 Good 1 04/10/2002 05/08/2002 28 42,000 1 4,670 1 Ticket No. T910 3 x 3 x 6 9.00 Good 04/10/2002 05/08/2002 28 43,000 4,780 Time 11:00 T911 3 x 3 x 6 9.00 Good 04/10/2002 05/08/2002 28 42,500 4,720 GENERAL REMARKS: Inspector Premium _ Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree Cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop` & Shop Supermarket- Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva ,. Of NI_assachusetts 'The Coiri struetion Testing P:eo'pfe'' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/10/2 0 0 2 Report No. 27 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 WEATHER: Sunny, 50 's TIME: 6 :30 AM CONTACT: Craig Williamson of Kay Construction SUMMARY: The writer reported to the above project site to perform a masonry inspection. The following was observed: The placement and grouting of C.M.U. walls continued at the front and rear elevation at column line F 5.40-7.0. The 4th low lift of 8" C.M.U. was grouted, followed by the placement and grouting of the top four courses. Anchor bolts for 'the roof plates were set in place at the rear elevation of Receiving Area #153. The second low lift was grouted. All vertically reinforced cells were grouted. The bond beams were grouted solid. The grout was rodded to achieve full penetration. The 3500 psi grout was mixed onsite to a 9" slump at column line F 2-2.80. The first low lift of 8" C.M.U. was also grouted. 8" C.M.U. was then placed from the seventh course to the first bond beam at 1018" at the rear elevation of Receiving Area #153. 12" C.M.U. was placed from the first bond beam to the top bond beam at the top of the wall. All horizontal and vertical reinforcement was placed and lapped as required. Double #6 rebars and corner bars were placed in the bond beam. Anchor bolts were set in place for the roof plates. Control joints were continued with rapid P.V.C. Control 'Joint T's were placed inside the expansion area. All columns were coated with Karnak 100 and covered with styrofoam. Masonry ties were placed 16" on center at each column. Ladur type Dur-o-wall was placed 16" on center. Type S mortar was mixed onsite with hydrocide powder added to each batch mixed. Random samples were taken throughout the day to fabricate 2"x2"x2" mortar cubes for lab testing. These observations were related to Mr. Williamson prior to departure. GENERAL REMARKS: Inspector Premium - Travel Name t Time _ Hours. Time P. Viscione No Max Day+1 Hrs OT 1 Hr(s) r Of Uassachuskts: 'The Constiructioin Test ing P:`eo'p'Ie' , Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/10/2002 Report No. 27 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 t REVIEWED BY: William P. Crabtree Cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Concrete Field Report Report Date 04/10/2 0 02 Report No. 2 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 WEATHER`. TIME: CONTACT: SUMMARY: Transported six sets of cylinders cast on 4/9/02 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time' D. Minasian No REVIEWED BY: William P. Crabtree �Q W� y cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/15/2002 Report No. 9 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type "s" 1800 PSI No. Of Sets: 4 SET 1 LOCATION: wall: 12" C.M.U. Rear Elevation Column Line A at 5.7-7.0, 26th-29th Course. Total Unit Air Temp. (F.) 50 Lab Size Area Date Date Age Load Load Mortar Temp(F) 47 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 Q176 2 x 2 x 2 4.00 Good 03/15/2002 03/22/2002 7 5,500 1,380 Q177 2 x 2 x 2 4.00 1 Good 1 03/15/2002 04/12/2002 1 28 1 8,200 2,050 Q178 2 x 2 x 2 4.00 Good 03/15/2002 04/12/2002 28 8,400 t,100 SET 2 LOCATION: wall: 12" C.M.U. Rear Elevation Column Line A at 5.7-7.0, 30th-33rd Course. - Total Unit Air Temp.(F.) 55 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 12:00 Q185 2 x 2 x 2 4.00 Good 03/15/2002 03/22/2002 7 5,100 1,280 Q186 2 x 2 x 2 4.00 Good 1 03/15/2002 04/12/2002 1 28 7,900 1,980 Q187 2 x 2 x 2 4.00 Good 1 03/15/2002 04/12/2002 1 28 1 8,000 2,000 SET 3 LOCATION: wall: Right Elevation Starting At 22' Beyond Column Line 7 at B.4, 18th-20th Course. Total Unit Air Temp. (F.) 52 Lab Size Area Date Date Age, 'Load Load Mortar Temp(F) 48 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 2:00 Q182 2 x 2 x 2 4.00 Good 03/15/2002 03/22/2002 7 5,200 1,300 Q183 1 2 x 2 x 2 1 4.00 1 Good 1 03/15/2002 1 04/12/2002 1 28 1 8,200 2,050 Q184 1 2 x 2 x 2 4.00 Good 03/15/2002 1 04/12/2002 28 1 8,100 2,030 SET 4 LOCATION: wall: Right Elevation Starting At 22' Beyond Column Line 7 at B.4, 21st-23rd Course. " Of Massachusetts. The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/15/2002 Report No. 9 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 • Concrete CO. Onsite Mix F , Total Unit Air Temp. (F.) 53 Lab Size Area Date "Dale Abe Load T Load Mortar Temp(F) 50 No. (in.). (Sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:30 Q179 2 x 2 x 2 4.00 Good 03/15/2002 03/22/2002 7 5,300 1,330 PQ 180 2 x 2 x 2 4.00 Good 03/15/2002 04/12/2002 28 7,900 1,980 181 2 x 2 x 2 4.00 Good 03/15/2002 04/12/2002 28 7,800 1,950 GENERAL REMARKS: Inspector Premium r Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro • Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts. 'The Construction Testing People- Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 03/15/2002 Report No. 4 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02801 Concrete Co. P Y Cape Cod Read Mix ,ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 -ALL COMPRESSIVE STREN(2TH TESTS DONE ACCORDING TO ASTM: . C-39 C-617 CLASS GROUT: 3500# Grout r No. Of gets: 1' SET 1 LOCATION: Wall: 12" C.M.U. Right Elevation Column Line 7 at B.A-F, 4th Low Lift to 33rd Course. Total Unit Slump(in.) 9 Lab Size Area Date Date, Age Load Load Air Temp(F.) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 72 Q210 3 x 3 x 6 9.00 Good 03/15/2002 03/22/2002 7 23,000 2,560 Truck No. 63 Q211 3 x 3 x 6 9.00 Good 03/15/2002 1 04/12/2002 1 28 1 45,000 1 5,000 1 icket No. 119273 Q212 3 x 3 x 6 9.00 1 Good 03/15/2002 04/12/2002 28 46,000 5,110 Time 12:00 Q213 3 x 3 x 6 9.00 Good 03/15/2002 04/12/2002 28 47,000 5,220 GENERAL REMARKS: Inspector Premium Travel _ 'Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue ~Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro " Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/09/2002 Report No. 25 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp r Hyannis, MA 02601 WEATHER:.50 Degrees, Partly Cloudy 4JIME: 6 : 30 A.M. CONTACT: Craig Williamson Super of Kay Construction SUMMARY: The placing and grouting of 12" x 8" C.M.U. walls continued. Column line F at 5.4-7.0, 12" C.M.U. was , placed from the 23rd course to the 2nd bond beam. At column line F at 2-2.8, the first 7 courses of 8" C.M.U. was placed. The rear receiving area # 153, 12" C.M.U. was placed from the 7th course to the first bond beam. Dur-O-Wall was placed 16" on center, control joints were continued with rapid P.V.C. control joint T's placed inside the expansion area. Flashing and weep slots were placed. Columns were coated with Karnak 100 and covered with styrofoam. The masonry ties were placed 16" on center at each column, # 7 reinforcing steel bars were placed and lapped 'as specified. Double # 6 reinforcing steel bars were placed inside. Type "S" 1800 PSI mortar was mixed on site with municipal water. Hydrocide powder was added to each batch mix. The door jambs at the receiving area were filled with mortar as the C.M.U. placement progressed. At the front elevation column line F at 5.4-7.0, anchor bolts were set in place for the cross beam. All C.M.U. was placed plumb, true to line, joined well and the 3/8" mortar joints were cleanly tooled concave. All materials and C.M.U. placed in compliance with the approved masonry submittals and project specifications. Random samples of the mortar were taken throughout the day to fabricate 21Ix2"x2" mortar cubes for lab testing. These observation were related to Craig Williamson prior to departure. GENERAL REMARKS: Inspector Premium Travel .Name Time Hours Time P. Viscione No Max Day+1 Hrs OT 1 Hr(s) REVIEWED BY: William P. Crabtree � Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/09/2002 Report No. 25 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA .200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 ` cc. Stop & Shop Supermarket. Co Attn: Dan Donahue Stop & Shop Supermarket Co - Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva � Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/08/2002 - Report No. 26 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project h -J Stop & Shop Store #66 Cotuit, MA 200 Main Street Contractor Kay Construction Corp " Hyannis, ,MA 02601 WEATHER: 43 Degrees, Cloudy .TIME: 6,:30 A.M. CONTACT: Craig Williamson Super of Kay Construction SUMMARY: At column line D at 1-2 and column line 1 at D-F, the top 4 courses were grouted solid. At column line F at 5.4-7, the 2nd'low lift of 8" C.M.U. was grouted. The cells with reinforcing steel bars were grouted. The bond beam was grouted solid. The grout was rodded to achieve full penetration. The next 7 courses were then placed at the rear elevation receiving area # 153. Four door frame units were set in place and plumbed level. The first course of 12" C.M.U. was placed and grouted solid.- All vertical reinforcements were in place secured to the concrete footing as required. Flashing was placed throughout and weep slots were provided 4' on center. The next 7 courses were then placed. The jambs were filled with mortar as the C.M.U. placement progressed. Ladur type dur-o-wall was placed 16" on center. Type "S" 1800 PSI mortar was mixed on site with municipal water. Hydrocide powder was added to each batch mix. The 3500 PSI grout was mixed on site to a 9" slump. All grouting and, C.M.U. placement was in compliance with the project specifications and contract documents. Random samples of the type "S" 1800 PSI were taken throughout the day to fabricate 211x2"x2" mortar cubes for lab testing. A sample of the grout was taken to fabricate 311x3"x6" grout prisms for lab testing. These observations were related to Craig Williamson prior to departure. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No Max Day+1 Hrs OT 1 Hr(s) REVIEWED BY: William P. Crabtree �Ci � Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/08/2002 Report No. 26 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Srop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 i CC:. Stop & Shop:Supermarket Co Attn: Dan Donahue Stop & Shop Supernarket Co _ - Attn: -Arthur-Joubert - Kay Construction Corp. _ Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva • I I Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/10/2002 Report No. 24 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S -- 1800 psi No. Of Sets: 4 SET 1LOCATION: wall 8" C.M.U. front elevation column line F5.40-7.0, top four courses ' Total Unit Air Temp.(F.) 52 Lab Size Area Date Date Age Load Load Mortar Temp(F) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 8:3 0 T892 2 x 2 x 2 4.00 Good 04/10/2002 04/17/2002 7 5,100 1,280 T893 2 x 2 x 2 4.00 Good 04/10/2002 05/08/2002 28 T894 2 x 2 x 2 4.00 Good 04/10/2002 05/08/2002 28 SET 2 LOCATION: wall 8" C.M.U. front elevation column line F2-2.80, 7th-12th course Total Unit Air Temp. (F.) 54 Lab Size Area Date Date f Age Load Load Mortar Temp(F) 56 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:00 T895 2 x 2 x 2 4.00 Good 04/10/2002 04/17/2002 7 5,000 1,250 T896 2 x 2 x 2 1 4.00 Good 04/10/2002 05/08/2002 1 28 T897 1 2 x 2 x 2 1 4.00 Good 09/10/2002 05/08/2002 1 28 SET 3 LOCATION: wail 12" C.M.U. rear receiving area #153 from first bond beam to top of wall ' Total Unit Air Temp. (F.) 56 Lab Size Area Date Date Age Load Load Mortar Temp(F) 60 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 1:00 T898 2 x 2 x 2 4.00 Good .04/10/2002 04/17/2002 7 4,800 1,200 T899 2 x 2 x 2 1 4.00 1 Good 1 04/10/2002 05/08/2002 1 28 F900 1 2 x 2 x 2 4.00 Good 1 04/10/2002 05/08/2002 1 28 SET 4 LOCATION: wall front elevation 811C.M.U. column line F2-2.8, 12th course to first bond beam Total Unit Air Temp.(F.) 60 Lab Size Area Date Date Age Load Load Mortar Temp(F) 60 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:00 T901 2 x 2 x 2 4.00 Good 04/10/2002 04/17/2002 7 4,900 1,230 T902 2 x 2 x 2 1 4.00 1 Good 1 04/10/2002 05/08/2002 28 T903 1 2 x 2 x 2 4.00 Good 1 04/10/2002 05/08/2002 28 "-;' Of Massachusetts: 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/10/2002 Report No. 24 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 • Concrete Co. onsite _ -GENERAL REMARKS: geifiip Name Time , Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 04/10/2002 Report No. 16 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 onsite Concrete Co. ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500# Grout I No. Of Sets: 1: . SET 1 LOCATION: wall column line F2-2.8 first low lift, column lne F5.4-7.0 4th and 5th low lift Total Unit Slump(in.) 9 Lab Size Area Date -..Date Age Load Load Air Temp(F.) 53 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 60 T908 3 x 3 x 6 9.00 Good 04/10/2002 04/17/2002 7 25,000 2,780 Truck No. T909 3 x 3 x 6 9.00 Good 04/10/2002 05/08/2002 28 Ticket No. T910 3 x 3 x 6 9.00 Good 04/10/2002 05/08/2002 28 11:00 Time T911 3 x 3 x 6 9.00 Good 04/10/2002 05/08/2002 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time. P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts 'The Construction Testing Peop' W` Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT INSPECTION REPORT Report Date 04/10/2 0 02 Report No. 7 Barnstable Building Department Job Number 7465 , Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit .200 Main Street Contractor Kay Construction Hyannis, MA 02601 WEATHER: Clearing, 62 degrees .TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction SUMMARY: Placement of 2" bituminous concrete binder course was performed at retail parking area south of 'retail building "H" and west of retail building "C" . The binder course material from Lawrence Lynch plant in Falmouth was placed using a Barber BG 245C paver screed at the thickness of 2 1/2" to 3" to accommodate a 2"-2 1/2" finish thickness after densification efforts, which were performed by one Hypac C766B twin drum roller and one Dresser S4-6B twin drum roller making several overlapping coverages to depress the binder course to resistance. Material temperatures at the time of placement ranged between 275 and 290 degrees Fahrenheit. Three bituminous concrete samples were obtained .to be transported to the UTS lab for analysis. Results will be available upon completion. The writer advised Mr. Cunningham of wet conditions at pavement base course, with surface water present and several areas of saturated soft soils. Paving operatons continued. Superintendent and writer to monitor prepared surfaces for future distortion from vehicular traffic. Prior to placement of finish course, contractor will make repairs, removal and/or replacement of damaged areas. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: William P. Crabtree Of Massachusetts The Construction Testing People Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT INSPECTION REPORT Report Date 04/10/2002 Report No. 7 * Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Contractor Kay Construction Hyannis, MA 02601 cc: Stop &^Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard L ! l VI-I CO-20 YANTAIN AND PROTECT �.. LJ✓al•J•-. + STATION Im/WVS :«« . IY % �.•,`.:i.• 11,1 YATNMri AAt1 HROI[R .•6 u- .�.�'= _ _ _ _ �-,...�.�'r• OOSTTNO{lD OfA:i / ...` DOSING dKASE 1RA0 S-tY'I:.� t1DNR / _ n 1eSTALL 12•-u ,_,�_ _ r. oca: ^y TD.eEuAntA�% f •�% is ~� AND C011NER ro� •�/' ^-�F� -t� - _ , -^� ' / / . J---- - VKVE Y - "snD rTm 114 A ^^ 4p -�S'-- RELOCA DOSTIN9MYDRANTrz Lam.:.^' _ �_—'_- T- �- ar TA J /-\•••�.-iY"^ ' TP 'T T _ _ e•j�: _Io11� RELOCATE .il l_-.�_.�•--•- 8.9 l _ Y•'x / f K ,1 MWRIW7 � I 0. _:,.'LI _�6;_ -•_ -J- � .e:�, i � _._r-�_ � ! ��. \ ti `'r i ' TfoDevloe un _A \,�.�d5�. ..5:f,}.. .%Y.I u4. N ..//2•^ W -� Q a �.� '7 ,1 _ ,1: I 1 1 1 1) _ J L"Wuc - K. •�C.: ,- I a r It j; I ■ 1 :ll':' Wil - •c i +-- ./ Ji///i•pp'ice �1• = « M 1 ,'� ` '�. t'D -"1�u.i. i �' , l-1Hi Tfl 1'1,1111 r _1 :11-7 YAM A!D 1 -«� AM AND oRDIEcr EwsTMlo-...? :n« oRDT[cT aosTRa '" b° - � 1 !� � iQ1p ��ll✓//•'�% RECD*CCT 1111111' $EIIR OONMEC11Q1 1 SEW C�CDOMS :yj0 - ` .t 11 1 i GAS / I- Ar / /." - �•. 11 I� �'�I . Ira ' � ,+ 1 / :///:/."/U: /•% - .,-� = Q -KI TNO �^T � r��. � j �-__ i.--•� •� ! //. � •enm R DlatDrrlD / /. �� I g ■ 1�.1 ,�JI, �• 1 / I / /:,i'/ � o - - � i. �1� '� .�1 < •� TiE�■11 ro sul-a��. �j} I 1"1; :�,p �*','�� . 1 '%iL .ws •;// • "- '..� '�.aL `^� :w AMD iRDIER : t .% %/////• 1G 0.AID 30'lK I / +-2A1 j • :SAa ^ Q - ` y 1 I`� �OF,lMC RDD►dlw l.240 1D[ • � iPlacement and To c ■= j !: compaction of 2 NJ 3 .1 Bituminous :� bituminous concrete oncrete sample A ,�,`;a � binder course. -- I I ; location#1 `. ✓' t �` IL - t ---------I L1! _W ®w7 �j �. a �� L�-+ss F lluev' -1+ t1 \ 1 r J • is • -nA ' , ��x nw 1 ! U , 1 ,� ,o � U10f•@ -.r ... �JAPNI: IGO4N .aw I T • 7ROT[Ct i 1 ` AND 2' 1 I W RESFAVE I ) 1., ^! G (Iri.) e r r v . / }� Aau ( b I-eao0 sz' �' 1 F m[- Q L _AREA AU . ` AU ETDs/a eAsTTBE . �11 -r. Bituminous ,•1In ATD IS•D • E"�11►) t'. ------ :'t. ® TANK 7'tir �f --�'�----- :_concrete sample , :AIA. -- -- -- „ • •* .. < "location#2 RER I-00 YA►lI,W Me 1 7 CT 4k Ty 10 IIA f7"y'-37.7 ` . ■ I s..I,lr • 7� CDr+ECT1aNS j■ J J_-Ri0 QTDKT:IA - ^I. jjA`1 Q 23 not O Cy.w '•..Bituminou.S_ - s ____ F_ '- - FErAL c I / i •�COnCrete sample •-'•- location#3 - ' T«]E- .-. .-...-...�,�-..._. -. •,T• •.7 ._OpKCIq�■ si Richardson nLane 0 JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John KieItyFIELD SKETCH EAST TS PROJECT NO: DATE: 04-10-2002 Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/10/2 0 02 Report No. 7 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project , Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER:- Clearing, 62 degrees _TIME: 7 : 00 AM " CONTACT: Bob Cunningham :from Kay Construction - PURPOSE: Observe earthwork construction EQUIPMENT: Krupps 10 wheel crane TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: 0 Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: The writer observed the installation of a 22,000 gallon settling tank and pump station using a Krupps 10-wheel crane to place 10 precast sections (2-11,000 tanks) in previously prepared excavation. Sections were placed upon previously placed bed of 8 inches of 3/411 stone and 4 inches of peastone. Backfilling of installed tanks was not performed this date. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector ,Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro 'Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard i APROMMATE LIMIT OF WORK TO BE PERFORMED UNDER A SEPARATE WASTEWATER TREATIANT FACILITY CONTRACT (HOLD) (SEE REFERENCE DRAMANG C-16) L$--i 2-2" PVC t••36�4t1 -� MAINS I..�30 �-1� WASTEWATER" am 22.00a GAL. EDEIAUZATI ATWNT FACLffYON UNDERCRWND TREATMENT TANK •. TANK & PUMP STATION GQdERATQR AND ENCLOSURE AVL •' •' `'� TRANSFORMER PAD •., PRESSURE DOSING •- •. STATION IMTN PUMP! —UGE/T Iasi• = —28 629 • 4,S T Installation of 6"P� • : 6' �� --`n qualization tank & ---�� our-rip station recast sections • - • + VALE M • - _ A ....- J_. _ _ _ _ ._e 8 s _.... _ ..._. . --�. L Y. i 1 2-2" PVC 00 ` 12 w �TS 5RlchardsonLane JOB NAME: Stop & Shop Building "G" DRAWN BY: John Kielty FIELD SKETCH BLDG „G., Stoneham.MA0218°PROJECT NO. DATE: 04-10-02 Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 04/12/2 0 02 Report No. 2 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 CONTACT: Bob Cunningham and Carl Grassetti _TIME OF INSPECTION: 10 : 00 AM TIME OF CONCRETE PLACEMENT: 11 : oo AM Immediately prior to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints, some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: Building "G" treatment tank walls VERIFY: REVIEWED ATTRIBUTES Yes No Coverage X Clearance X Cleanliness(heavy rust,scale, mud,dirt,oil,etc. not permitted) X Bar Supports X Tying X GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: William P. Crabtree CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard ' Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/10/2002 Report No. 75 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Clearing, 62 degrees .TIME: 7 : 00 AM CONTACT: Craig Williamson from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: ASV 4810 tracked skid-steer, Cat 950g loader, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Concrete encasement and backfilling of previously installed utility duct bank was performed west of retail building "F" using a Cat 95OG loader to place and backdrag, in multiple passes, previously excavated materials to depress placement to resistance. No further compaction efforts performed this date. Backfilling of installed utilities and grading of southwest corner of building "F" subslab continued using an ASV 4810 tracked skid-steer to evenly distribute and depress previously placed and compacted F sand-gravel base course to the proposed elevation at bottom of slab. Offsite gravel base material, -consisting of F-M-C sand and gravel, trace silt from Lynch pit in Falmouth, was utilized as needed during grading operations. Compaction around plumbing and electrical vertical risers was performed using a small plate compactor making several overlapping coverages to densify placement. Backfilling, grading and compaction efforts are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Williamson prior to departure. Inspector Premium Travel` Name Time. Hours Time J. Kielty No Max Day+1 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser I l r Of Massachusetts. 'The Construction Testing People' r Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/10/2002 Report No. 75 - Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store•#66 -- Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp CC: Stop & Shop Supermarket Co Attn: Dan Donahue F Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard 23 O)OMATE LPAT OF""TO BE PERYORWIED DER A SEPARATE WAVITINATER TREkThIENT `; / ;' `,:�Q 1 , , Concrete encasement CWTRACT ONW) _IAWSO and backfilling of (SIEE ........................... ....................... &22 C utility duct bank ZENON WASTEWATER conduit. /Zipm9i TREATMENT FAcLrry :-Fz.0w QAL I uMODIGROUMO TMATINOCT TAM VAULT GDOMATOR AM D40-0911RE ...... YRM LRIOt PAD PFXSRM DOSRIC LD STATM WM owes 1-57.50 28 ILD 00 DAL .AKTAM A PROTECT TTLONG 0- E)QSIWG GREASE TRAP- LD __1ZTX b 38 OMALL 1T-4 IDIM AND CMMCT 1D 21ALUME VOSTM WATER UPIE - A RELOCATE 29 _ _= -= 2-r Pvc FORM MANIS BUILDING IF PROPOSED STOP & SHOP SUPERMARKE I "T-85.0 A, b-61.00 &Como' L M in WILTRATIOM DASN—_- 15 Lwra LONG 1;4 T; Approximate limit of :ongoing Ins utility backfilling and slab 1 Jar 13r I 1 130 L%k 2zD;. 24 26 base course grading. LVL SO < REcamwcr r LANIEBelo 1 C IV. 5&00 ;-,QWM PAD 25 13 b-61.00 0 a / t 10 1. .77 It -w Mir oD T 37.0 r-3n.m ? 1 _3w X01, It;- - 2L- " 11-al.00 tr--- 1-1 To Roo, J�L IS-22 a W_ 0 -2. VMT T 9V -39 14 L I D 660'.72, Et 1j, I I is RCSCWIE W.72' kCHNG AREA 71- RESERVIE LE&CM0 AREA -3-6190 ww ai0 'NOI.00-\ P I. L C 1!5 L'D .41 20 . ..... -—-—-- VC —IrD [7rff 1 FIEMAL-90, I Ir FFIE-67 rXrX1z,Tiz W Cv 2 12-CV 57Z7 A- f A. UTS' Sto 94- 5 Rinehams,MA 02180 PROJECTchardon Lane JOB NAME:NO:Stop & DATE: 04-1 Shop Cotuit Landing DRAWN BY:0-2002 John Kielty FIELD SKETCH WEST , t f Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/09/2002 Report No. 23 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Hazy, 60 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10-wheel dumps, Cat M320 excavator, Samsung SE210 excavator, small plate compactor, Hypac C766B twin drum roller TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of' drain pipe structures was performed along south shoulder of Rte 28 using a Cat M320 excavator to the proposed elevation at bottom of structures exposing natural sand deposits consisting of F-M-C sand, trace gravel, little silt, which received a smooth bucket finish to densify any disturbed soils. Backfilling of drain pipe and structures was performed using a Cat M320 excavator and to place and bucket compact previously excavated materials to resistance followed by a small plate compactor making 6-8 overlapping coverages to densify 12" lifts. Flowable fill was placed in previously excavated utility trenches to roadway subgrade elevation at Rte 28 crossings. Cold patch was applied and densified by the Hypac C766B twin drum roller making 4-6 overlapping coverages to densify placement and permit vehicular traffic. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser � Of Massachusetts 'The Construction Testing People" Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/09/2002 Report No. 23 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard i O REIAOVE E70STNG 10-P-UC AND 12-xe-X12- TEE Ld CONNECT E10STING 10" wATER 2- 12- GV YAP! TO NEW lY WATER PAIN �� .... __ _.ter-��. -•w,a..`�/ •_ti/.A/..�_` _ -` ILL 2 --_._—____ r-s--•-P``---�--� _ -_�y �„-..-vim ..sue.=:1 12•TT10•INCREASER i Q cEwrERmL E-osTERmL E=E -- - REuOVE Ensim Ir PLUG AND CONNECT EXISTING 8- WATER _ MAM TO NEW 12"WATER MAIN - 1r in gm,a :-Tr ev eriz h iH . - NSTAR NE-17B _ s MH 6591070 / — — — ISM ELECT C I ,�..w-r= -. .�.-..._..._...-... ...-... LLJ _.. �.. _..._. .-o� Rgy Q APPROXIMATE UNIT OF TO BE PERFORMED UNCIER A SEPARATE OFF-SI Excavation and IMPROVEMENTS CON CT nstallation of drain p� a z< pipe&structures 23 AT&T MH `��. ! RET1 C - - - - - -- — — - S ■ y Backfilling of utility OF excavation with ED UN of R A r _ lowable fill OFF-Snt R NE-17 CONTRACT e w '3 MH 659/010 N r s 0 40 so SCALE IN FEET UTS5 Richardson Lane Sloneham,MA02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 1 PROJECT NO: DATE: 04-09-2002 Q Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/09/2002 Report No. 23 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1600 psi I I No:Of Sets: 1 SET 1 LOCATION: Wall: front elevation 8" C.M.U. at F5.4 to 7.0, 23rd course to 27th course. Total Unit Air Temp. (F.) 55 Lab Size Area Date Date Age Load Load Mortar Temp(F) 57 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 8:30 T960 2 x 2 x 2 4.00 Good 04/09/2002 04/16/2002 7 5,900 1,480 T961 2 x 2 x 2 4.00 Good 04/09/2002 05/07/2002 28 9,400 2,350 T962 2 x 2 x 2 4.00 Good 04/09/2002 05/07/2002 28 9,500 2,380 SET 2 LOCATION: Front elevation at F, 5.4 to 7.0, 27th course to second bond beam Total " Unit Air Temp. (F.) 60 Lab Size Area Date Date ' Age Load Load Mortar Temp(F) 58 No. (in.) (sq. in.) Condition Cast Tested n Days (lbs.) (psi.) Time 11:00 T963 2 x 2 x 2 4.00 Good 04/09/2002 04/16/2002 7 6,000 1,500 T964 1 2 x 2 x 2 4.00 Good 1 04/09/2002 05/07/2002 1 28 9,700 2,430 T965 1 2 x 2 x 2 4.00 Good 04/09/2002 05/07/2002 28 9,800 2,950 • SET 3 LOCATION: Front elevation at F, 2 to .2.8, first 7 courses 8" C.M.U. Total Unit Air Temp. (F.) 63 Lab Size Area Date Date Age, . Load Load Mortar Temp(F) 60 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 1:00 T966 2 x 2 x 2 4.00 Good 04/09/2002 04/16/2002 7 5,800 1,450 T967 2 x 2 x 2 4.00 Good 04/09/2002 05/07/2002 28 9,200 2,300 T968 2 x 2 x 2 4.00 Good 1 04/09/2002 05/07/2002 1 28 1 9,500 1 2,380 SET 4 LOCATION: Rear elevation receiving area #153, 12" C.M.U. , 8th course to bond beam. - Total Unit Air Temp. (F.) 64 Lab Size +Area Date Date Age Load Load Mortar Temp(F) 62 No. .t m. (s in. Condition Cast Tested Days lbs. si. (� ) q• ) Y (lbs.) (psi.) Time 3:00 j T969 2 x 2 x 2 4.00 Good 04/09/2002 04/16/2002 7 6,200 1,550 T970 2 x 2 x 2 4.00 Good 04/09/2002 05/07/2002 28 9,900 2,480 T971 2 x 2 x 2 4.00 Good 04/09/2002 05/07/2002 28 9,700 2,430 I _ Of Massachusetts to 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216,(Fax) Compressive Strength Report - Mortar Report Date 04/09/2002 Report No. 23 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix -GENERAL REMARKS: Inspector r, .... o, s ;a ,'1�remium ` ��«" �, ,w'� � s':�`�� Sra461 ,•"uv '�p�> Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i I ' I � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/09/2002 Report No. 47 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4" No. Of-Sets:- 6 CUBIC YARDS: 240 SET 1 LOCATION: Slab On Grade Column Line B.5 at 3 Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 81 T285 6 x 12 28.27 Good 04/09/2002 04/16/2002 7 80,000 2,830 4 Truck No. 64 T286 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 126,000 4,460 3 Ticket NO. 19704 T287 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 122,000 4,320 4 7 Time :55 T288 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 125,000 1 4,420 3 Unit Wt Ibs/cu ft Air Content(% SET 2 LOCATION: Slab On Grade Column Line D at 2 Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 52 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 45 T265 6 x 12 28.27 Good 04/09/2002 04/16/2002 7 76,000 2,690 4 Truck No. 64 T266 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 115,000 4,070 4 Ticket No. 19713 T267 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 121,000 4,280 3 Time 9:25 T268 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 120,000 4,240 9 Unit Wt Ibs/cu ft Air Content(% SET 3 LOCATION: Slab On Grade Column Line E at 2 Total Unit Slump(in.) 5 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 54 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 73 T261 6 x 12 28.27 Good 04/09/2002 04/16/2002 7 78,000 2,760 4 Truck No. 55 T262 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 125,000 4,420 3 Ticket No. 19717 T263 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 120,000. 4,240 4 Time 10:05 T264 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 122,000 4,320 9 Unit Wt Ibs/cu ft Air Content(% SET 4 LOCATION: Slab On Grade Column Line G at 3 Total Unit Slump(in.) 3 1/2 Lab Size Area Date Date Age - Load Load Fracture Air Temp. (F.) 58 No. (in.) (sq. in.) Condition 'Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 74 T301 6 x 12 28.27 Good 04/09/2002 04/16/2002 7 79,000 2,790 3 Truck No. 57 T302 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 121,000 4,280 3 Ticket No. 19725 T303 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 123,000 4,350 3 _] Time 11:10 T304 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 124,000 4,390 4 � Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/09/2002 Report No. 47 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 • Concrete Co. Cape Cod Ready Mix Unit Wt Ibs/cu ft Air Content(% SET 5 LOCATION: Slab on Grade Column Line E at D Total Uriit Slump(in.) 5 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 58 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 76 T297 6 x 12 28.27 Good 04/09/2002 04/16/2002 7 72,000 2,550 4 Truck No. 62 T298 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 110,000 3,890 4 Ticket No. 19731 T299 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 109,000 3,860 4 Time 11:55 T300 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 116,000 4,100 4 Unit Wt Ibs/cu ft Air Content(% SET 6 LOCATION: Slab On Grade Column Line F.5 at 6.5, Bakery Total; Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load 'Load Fracture Air Temp. (F.) 61 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 77 T289 6 x 12 28.27 Good 04/09/2002 04/16/2002 7 78,000 2,760 4 Truck No. 64 T290 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 115,000 4,070 9 Ticket No. 19735 T291 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 120,000 4,240 4 Time 1230 T292 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 121,000 4,280 3 Unit Wt Ibs/cu ft Air Content(% •GENERAL REMARKS: -* Pump Mix, Fibermesh, 1% polarset. Inspector Premium Travel Name Time , Hours Time D. Minasian No Max Day 1 Hr(s) C. DiNitto No Max Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1) Cone (2)Cone and Split (3)Cone and Shear (4) Shear (5)Columnar � Of Massachusetts. 'The Construction Testing People' Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/09/2002 Report No. 47 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix Cc: Stop & Shop Supermarket Co Attn: Dan Donahue - Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i i L Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/09/2002 Report No. 27 Barnstable Building Department Job Number 7465 -Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit _ 200 Main Street " Hyannis, MA 02601 Contractor Kay Construction WEATHER: Hazxy, 60 degrees TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 950G loader, Zip-It AZ480 asphalt zipper, Cat 140G grader, Hypac C850B single drum vibratory roller, Cat M318 excavator TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of precast light post bases continued at retail parking lot using a Cat . M318 excavator to the proposed elevations exposing previously compacted granular fill and natural sand deposits, which received a smooth bucket finish to densify disturbed soils. Upon placement of structures, a single lift of excavated materials was placed and bucket compacted around base using a Cat M318 excavator to densify placement. No further compaction efforts performed this date. Two light post bases set this date. Grading of retail parking subgrade and pavement base course continued. Pulverization of existing bituminous concrete pavement was performed where it existed using a Zip-It AZ480 asphalt zipper attached to a Cat 950G loader to cut and grind bituminous concrete in place. A Cat 140G grader was utilized to expose existing compacted subgrade to the proposed elevations. Reclaimed bituminous concrete was blended with existing granular subgrade for re-use as reclaimed pavement base course. Compaction of subgrade began using the Hypac C850B single drum vibratory roller to make 6-8 overlapping coverages to provide a dense stable surface. Grading, distribution and compaction of reclaimed pavement base is ongoing. A field sketch is enclosed. These observations were related to Mr. Cunningham prior to departure. Inspector . Premium Travel Name Time Hours Time J. Kielty No Of Massachusetts_ 'The Construction Testing Fea"I Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/09/2002 Report No. 27 Barnstable Building Department. Job Number 7465 Attn: Michael Trott Project. S & S Landing Retail Site work -Cotuit 200 Main Street ' `Hyannis, MA 02601 Contractor Kay Construction -REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard - 1V 8 CB-20 VANTAN AM PROW.Cr 33 -34 N COSIVIO SEANCES STATION MW PWPS MA110AIN AND PROTECT UWAMIN 'ar. CT COSTOG CREASE MAP 1D or W STALL 12-11V MID AIN't-Az AND CON EXISTM WATER UNE 74 &RELOCATE ED)OS R)DRMT 2 C4 t Y T TE 12-LVL)ff0-,jj A 1 U UAR(T AND AM RECoww" SZE imp Sri" EDE[ "% CENTErl 3 - irr Is SEWER RETAIL A --61AIFTAN P*0I E)*STVW, AND ECI IER QAS CAME om 30'Lit -2*'D 24'11 CaNrt Aw DRAPI To LE WTH L,24 aD TO vrovbfW-1401,COVER). jt U ■ U ILI A ------tion& SM-2installation of 4 1 M- precast light post Ltl 00-7 base continues. I 60',72 0 KSERW T-1-83,90 Z, 4WO AREA AREA SIM OAL07 GASM TO Au -VVIM(TVP) 0J, ECSTWC COMECIM A"ADT • 5U SD -—-—-—-—--- ---—-—- L L Retail parking area kAW- pavement base course CI AAO %11A t xcavation, grading 24 FRIA nd compaction. RML C ...... wAKTAN ANo COMIC 8635 OCIZ, 5 Richardson Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John Kielty UTSStoneiam,MA 02180 PROJECT NO: DATE: 04-09-2002 FIELD SKETCH EAST I `+ Of Massachusetts. -The Construction Testing People' N Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/09/2002 Report No. 23 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete C.O. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 psi I No. Of Sets: 1 SET 1 LOCATION: wall: front elevation 8" C.M.U. at F5.4 to 7.0, 23rd course to 27th course. Total Unit Air Temp. (F.) 55 Lab ,Size Area Date Date Age Load Load Mortar Temp(F) 57 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 8:30 T960 2 x 2 x 2 4.00 Good 04/09/2002 04/16/2002 7 5,900 1,480 T961 2 x 2 x 2 4.00 Good 04/09/2002 05/07/2002 28 T962 2 x 2 x 2 4.00 Good 04/09/2002 05/07/2002 28 SET 2 LOCATION: Front elevation at F, 5.4 to 7.0, 27th course to second bond beam Total Unit Air Temp.(F.) 60 Lab Size Area Date Date. Age Load Load MortarTemp(F) 58 No. (in.) . (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:00 T963 2 x 2 x 2 4.00 Good 04/09/2002 04/16/2002 7 6,000 1,500 T969 1 2 x 2 x 2 4.00 1 Good 1 04/09/2002 05/07/2002 1 28 T965 1 2 x 2 x 2 4.00 Good 1 04/09/2002 05/07/2002 1 28 • SET 3 LOCATION: Front elevation at F, 2 to 2.8, first 7 courses 8" C.M.U. Total Unit Air Temp. (F.) 63 Lab Size Area Date Date Age Load Load. Mortar Temp(F) 60 No. (in.) (sq. in.) Condition Cast • Tested Days (lbs.) .(psi.) Time 1:00 T966 2 x 2 x 2 4.00 Good 04/09/2002 04/16/2002 7 5,800 1,450 T967 2 x 2 x 2 1 4.00 1 Good 1 04/09/2002 05/07/2002 1 28 T968 2 x 2 x 2 4.00 Good 1 04/09/2002 05/07/2002 1 28 SET 4 LOCATION: Rear elevation receiving area #153, 12" C.M.U. , 8th course to bond beam. Total Unit Air Temp.(F.) 64 Lab Size Area Date Date Age Load Load Mortar Temp(F) 62 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:00 T969 2 x 2 x 2 4.00 Good 04/09/2002 04/16/2002 7 6,200 1,550 T970 2 x 2 x 2 4.00 Good 04/09/2002 1 05/07/2002 1 28 T971 2 x 2 x 2 4.00 Good 04/09/2002 1 05/07/2002 28 Of Massachusetts: 'The Constrluc ion Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781=438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/09/2002 Report No. 23 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix GENERAL REMARKS: Inspector Premium Travel Name Time Hours: Time ` P. Viscione No r REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva r m � Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/09/2002 Report No. 47 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 . CLASS CONCRETE: 3000# 3/4" * I No. Of Sets: 6 CUBIC YARDS: 240 SET 1 LOCATION: Slab On Grade Column Line B.5 at 3 Total Unit Slump(in.) 4 1/2 Lab Size Area Date - Date Age Load Load Fracture Air Temp.(F.) 50 No. (in.)- (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 81 T285 6 x 12 28.27 Good 04/09/2002 04/16/2002 7 80,000 2,830 4 Truck No. 64 T286 6 x 12 ' 28.27 Good 04/09/2002 05/07/2002 28 Ticket No. 19704 T287 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 7:55 Time T288 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 Unit Wt Ibs/cu ft Air Content(% SET 2 LOCATION: Slab On Grade Column Line D at 2 Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load -Fracture Air Temp.(F.) 52 No: (in.) (sq. in.) Condition Cast" Tested ry Days (Ibs.) (psi.) Type Conc Temp(F) 45 T265 6 x 12 28.27 Good 04/09/2002 04/16/2002 7 76,000 2,690 4 Truck No. 64 T266 6 x 12 28.27 1 Good 1 04/09/2002 1 05/07/2002 28 Ticket No. 19713 T267 6 x 12 28.27 Good 04/09/2002 1 05/07/2002 1 28 Time 9:25 T268 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 Unit Wt Ibs/cu ft Air Content(% SET 3 LOCATION: Slab On Grade Column Line E at 2 Total Unit Slump(in.) 5 Lab Size Area Date - Date Age Load Load Fracture Air Temp.(F.) 54 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 73 T261 6 x 12 28.27 Good 04/09/2002 04/16/2002 7 78,000 2,760 4 Truck No. 55 T262 6 x 12 28.27 1 Good 1 04/09/2002 05/07/2002 1 28 Ticket No. 19717 T263 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 Time 10:05 T264 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 Unit Wt Ibs/cu ft Air Content(% SET 4 LOCATION: Slab On Grade Column Line G at 3 l � Of Massachusetts. 'The Construction Testing Pe`opfe' Page 2 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/09/2002 Report No. 47 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape-Cod Ready Mix Total Unit Slump(in.) 3 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 58 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 74 T301 6 x 12 28.27 Good 04/09/2002 04/16/2002 7 79,000 2,790 3 Truck No. 57 T302 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 Ticket No. 19725 T303 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 Time 11:10 T304 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 Unit Wt Ibs/cu ft Air Content(% SET 5 LOCATION: Slab on Grade Column Line E at D Total Unit Slump(in.) 5 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 58 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 76 T297 6 x 12 28.27 Good 04/09/2002 04/16/2002 7 72,000 2,550 4 Truck No. 62 T298 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 Ticket No. 19731 T299 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 Time 11:55 T300 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 Unit Wt Ibslcu ft Air Content(% SET 6 LOCATION: Slab On Grade Column Line F.5 at 6.5, Bakery Total Unit. Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 61 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 77 T289 6 x 12 28.27 Good 04/09/2002 04/16/2002 7 78,000 2,760 4 Truck No. 64 T290 6 x 12 28.27 1 Good 1 04/09/2002 1 05/07/2002 1 28 Ticket No. 19735 T291 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 Time 12:30 T292 6 x 12 28.27 Good 04/09/2002 05/07/2002 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: * Pump Mix, Fibermesh, 1% polarset. Inspector Premium Travel Name Time ' Hours Time D. Minasian No Max Day 1 Hr(s) C. DiNitto No Max Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES i � Of Massachusetts. 'The-construction Testing p'`o leIsm " Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/0 9/2 0 0 2 Report No. 47 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Y � Of Massachusetts 'The Construction Testing People' Page 4 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/09/2002 Report No. 47 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete CO. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: Slab On Grade Column Lines' B-G at 1-3; Bakery, Slab On Grade Column Lines F-G at 5.8-7 Method of Placement: ❑X Pump []Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑X Other Other: Gas Screed Cylinder Fabrication Location: ❑ Truck Discharge'Chute ❑X End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field Other Inside Building Placement Protection: ❑Thermal Blankets ❑X Heat ❑ None ❑ Other Slump Specification (in.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: I L O7 M =i hints Mt. "The Construction Testing '42 Page # DAILY REPORT OF CONCRETE POUR ?ROJECT NAME: "J '� ' `��r v 1' c J PROJECT NO.: .DATE: AIR TEMP.: S° TOTAL YARDS: 2 yy LOCATION OF POUR: 5 tv G ij) I 1 .J� F 10 e S O& Load & Slump Batching Batching Time In Yards Concrete % of Ticket # No. of Truck # Inches In Out Minutes I Temp. I Air Cylinders 5 lilo U 'T LI O oU 1 �v 13� 1 121 r 1� . 1 ; o S l S' 5 �� 1 `� / 1 ; 3U � S I, I Ss 1 �7 u i /� l� 713 T _ s 67 U 3 60 �1 0 � 0� „ I" I I 17 ) I � � S �0 5 1 � l u l r1972 I 9 U' 11 13 I y yo / . yv U 7,2 I s , IISH 15 I A & 5 1 1 1q '7�� 5� 10 . 1.us i ?6 6 -3 2 % v INSPECTOR: PI) kVA 5) P *v y l� i�`�-> REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 I * _ Of Massachusetts Im. "The CoMtruction Testing W" Page DAILY REPORT OF CONCRETE POUR PROJECT NAME: S+U l' PROJECT NO.: DATE: ,e/- %- AIR TEMP.:_q 0 TOTAL YARDS:_ LOCATION OF POUR: F �'o �r @, 1;��- 5 rl �'� '2 pp, ke r s�ts- Load & Slump Batching [BatcFh5in`gj� Time In Yards Concrete % of Ticket # No. of Truck Inches In Out Minutes I Temp. I Air l Cylinders i ' S �,o I �5 1q5� 7 J I � � � lco� I y /�DqI 1 7 3 I 5 » ►0'S �: S 6 S I v I 733 2v ( `I � � �� ! ► :� � I I 3 .5 I �I�?) ► I7 '7 14 IG 1 O'S �l(� I /2Ll I 1 G 7 3 117. I I I I I I I I I I I i _ I I I I INSPECTOR: .�1�j,'.�i�? l ,,;,I" a REMARKS: 5 Richardson lane, Stoneham, Massachusetts 021180 (781) 438-7755 Fax (781) 438-6216 "The Co.5fiructton 1fe5t4ng Peon". Page DAILY REPORT OF CONCRETE POUR PROJECT NAME: i i S c-2 . ?-,442-c �_ & PROJECT NO.: DATE: (() 4 / ,q 0 Z AIR TEMP.: 4 7 0 TOTAL YARDS: LQ C-> LOCATION OF POUR: Load & Slump Batching Batching Time In Yards Concrete % of i Ticket # No. of Truck # Inches In Out Minutes Temp. I Air I Cylinders y , I - n ::ql(12 IqLl '3: 2 '. 56 g 3 I I T I I I I I I I I I I I I I I I I i I I I ! I I I � I INSPECTOR: REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 I " Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Concrete Plant,Report Report Date 04/09/2002 Report No. 6 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street - Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix CLASS CONCRETE: 3000# 3/411 CUBIC YARDS: 242 Dry_ Unit of Weights Quantity Measure Materials Description Cement 517 lbs./cu.yd. Brand Name St. Lawrence I/II Fine Aggregate 1261 lbs./cu.yd. Source Hyannis S & G Coarse Aggregate * lbs./cu.yd. Source Hyannis Ready Mix Coarse Aggregate fiber 1-5 lbs./cu.yd. Source NY Con Admixture ** ozs./cu.yd. Brand Name Grace Admixture Polarset48 ozs./cu.yd. Brand Name Grace Water 29 gals/cu.yd. Source City Description Result PLANT GRADATIONS Moisture in Sand(%) 3.0 SAND COARSE AGGREGATE Moisture in Coarse Aggregate(%) 1.0 F. M. 2.80 F. M. 6.78 Number of Determinations 1 Sieve Size %Passing Sieve Size %Passing Weights Adjusted to Compensate for Moisture #200 #8 3.3 Sand Colormetric Test #100 3.6 #4 8.1 #50 17.9 3/8" 29.5 #30 46.1 1/2" 36.0 #16 694.0 3/4" 81.2 _ #8 839.0 1" #4 1 985.0 1 1/2" GENERAL REMARKS: * 1800 3/4 & 3/8, ** mira 70 20-68 Inspector Premium Travel . Name Time Hours.; Time D. Lent No Max Day+.5 Hrs OT 1 Hr(s) REVIEWED BY: William P. Crabtree , �Q WT y cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i � Of Massachusetts. ' 'The Construction Testing People'` Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Concrete Plant Report Report Date 04/04/2002 Report No. 5 ' Barnstable Building Department' Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix CLASS CONCRETE: 3000# 3/411 CUBIC YARDS: 310 Dry < Unit of Weights Quantity Measure Materials Description Cement 517 lbs./cu.yd. Brand Name St. Lawrence I/II Fine Aggregate 1261 lbs./cu.yd. Source Hyannis S & G Coarse Aggregate * lbs./cu.yd. Source Hyannis S & G Coarse Aggregate fiber 1-5 lbs./cu.yd. Source Nycon Admixture ** ozs./cu.yd. Brand Name Grace Admixture Polarset ozs./cu.yd. Brand Name Grace Water 29 1 gals/cu.yd. Source City Description Result PLANT GRADATIONS Moisture in Sand(%) 4.7 SAND COARSE AGGREGATE Moisture in Coarse Aggregate(%) 1.0 F. M. 2.83 F. M. 6.77 Number of Determinations 1 Sieve Size %Passing Sieve Size % Passing Weights Adjusted to Compensate for Moisture #200 #8 3.3 Sand Colormetric Test #100 3.7 #4 8.1 #50 16.6 3/8" 29.5 #30 43.8 1/2" 44.8 #16 68.9 3/4" 81.8 _ #8 84.8 1" #4 98.9 11 1/2" GENERAL REMARKS: * 1800 3/4 & 3/8, ** Mira 70 20-68 Inspector Premium Travel Name Time. Hours Time D. Lent No Max Day+.5 Hrs OT 1 Hr(s) REVIEWED BY: William P. Crabtree ' �Q WT cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva � Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/09/2002 Report No. 74 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott - Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction_ Corp WEATHER: Hazy, 60 degrees TIME: 7 : 00 AM CONTACT: Craig Williamson from Kay Construction PURPOSE: Observe earthwork construction and perform field density tests EQUIPMENT: ASV 4810 tracked skid-steer, Cat CB 224C twin drum roller, Cat M318 excavator, small plate compactor, Cat 140G grader, Hypac C850b single drum vibratory roller TEST METHOD: ❑X Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Maximum Field Test Percent Dry Dry Percent Elevation No. Moisture Density Density Compaction Location (Feet) 1 7.5 128.9 129.6 *100+ See sketch Bottom of slab 2 7.5 128.9 125.8 97.6 " 3 6.9 128.9 129.E 96.7 " OBSERVATIONS: Grading of south end of building "F" subslab was completed using an ASV 4810 tracked skid-steer to evenly distribute and depress previously placed and compacted sand-gravel base course to the proposed elevation at bottom of slab. Offsite gravel base material, consisting of F-M-C sand and gravel, trace silt from Lynch pit in Falmouth, was utilized as needed during grading operations. Compaction to finish grade was performed by the Cat CB 224C twin drum roller making 4-6 overlapping coverages to densify grade. Compaction around plumbing and electrical vertical risers was performed by the small plate compactor making several overlapping passes to densify placement. Excavation and installation of utility duct bank was performed along north end of building "F" using a Cat M318 excavator to the proposed elevations exposing previously compacted granular fill and/or natural sand deposits. Concrete encasement and backfilling of duct bank not performed this date. Grading of Stop & Shop parking entrance base course continued using a Cat 140G grader to evenly distribute and backdrag previously placed and compacted pavement base and offsite gravel base consisting of F-M-C sand and gravel, trace silt (where required) from Lynch Pit in Falmouth. I! ° Of Massachusetts. -The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) � t Soil Inspection Report Report Date 04/09/2002 Report No. 7.4 . Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp ompaction was performed by the Hypac C850B single drum vibratory roller making 6-8 overlapping coverages to densify placement. Grading, distribution and compaction efforts are ongoing. Three field density tests were performed according to ASTM D1556 using the sand cone method. , Test results exceeded 95% of the modified proctor ASTM D1557. A field sketch is enclosed for review. These observations were related to Mr. Williamson prior to ,departure. Inspector Premium Travel Name Time .Hours Time J. Kielty No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard t 23 4 ------------PRO'��TE L"t OF VORX TO BE POWORMED Excavation an( A SEPARATE WAVEWATO TREATMENT T:11.0 ......................... ....................... installation of utility ONG C-16) duct bank conduit. ZENON WASTEWATER lip_':71��T___ - z--: FACLrrY . ... .21000 GAL I P MCVKMUW TREATMEWT TANK GDOURATOR AND EMCL09LIRE VAULT 7RAM30RMER PAD PRESSM DOSHC STATICH WIF42ps 9 LD __Fr9 20 1-7.50 UGE/T UAIWAJIM AM PROTECT SETnowo e'Pvc VISIPiG GREASE TRAP Lo Fjj./ TAM • -A. #MALL 17*-43*WO AND ODWIECT TO VALYE M 29 4rea of slab base REWOW r CnIN &RELOCATE U"5TWG WATM LM N q HYDRANT P N "ourse compaction. T" 12' si;_'tr I T 2-r PVC .: / M, FORCE MANS 1Y L%0Q1DPF1 J-DIN " k I -11F] I F rust[) STOP fiP (F ield density test#T SUPERMARIK 4—Elev.: B.O.S. CULTEC tam S and-gravel bas e FFE-85.0 "w.TITT 6 ffic compaction: 100+% _,j RECONNECT "- ! (;4634 CENTEER wM WILTRATION HASN 15 L#073 LONG ;.r- 1-61.00 T .:J" AM-2fi 2y rea of slab baseIto 1 —20 i 24QQ n la VL L Es ourse compaction. ow NL :w= 25 2 0 IV. 54,00 PAD J E .w vs 141 Ir rading and 1-01 ompaction of parking - 7 TO ROO' MNY ES-22 Field density test#2 rea gravel base VDAT ontinues w -A -2. Elev.: B.O.S. sand-gravel compaction: 97.6% I D 1-57.70 W,72' NO AREA SO VEM to z: L-6 J-6190 ;;Ral tl T CHNG AM LEA i w --- a ------- 4P 3CrD X) C Fieldtest density 3 Elev.: B.O.S. IWO and-gravel base VC E 35 compaction: 96.7% 1 2 1 11A FFE-67.7 ,6 CV 12'Cy 27 7;_ .......... 5 Richardson Lane JOB NAME: Stop & Shop Cotuit Landing DRAWN BY: John Kielty Stoneham,MA 02180 FIELD SKETCH WEST UTS PROJECT NO: DATE: 04-09-2002 r i COMPACTION CONTROL SUMMARY Test Optimum Field Max Dry Field D ry No. Date Location Elev Soil Description Moisture Moisture Density Density % Compaction Content Content 1 04/09/02 See Sketch B.O.S. FMC sand, little gravel, trace silt 8.3 7.5 128.9 129.65 100.6 2 " 11 8.3 7.5 128.9 125.79 97.6 3 " 8.3 .6.4 128.9 124.61 96.7 Note: B.O.S. = bottom of slab ,I UT S "The Construction Testing People" 5 Richardson Lane Project No.: Stoneham,MA 02180 Inspector: John Kielty Project Name: Stop& Shop Cotuit 04-09-02.xls y Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/08/2002 Report No. 26 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, . MA 02601 Contractor Kay Construction WEATHER: Cloudy, 54 degrees .TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 95OG loader, Zip-It AZ480 asphalt zipper, Cat 140G grader, Hypac C850B single drum vibratory roller, Cat 436C backhoe TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of site lighting electrical conduit was performed at retail parking area using a Cat 436C backhoe to an elevation of approximately 1811, exposing natural sand deposits. Upon installation of conduit, a single lift of excavated materials was placed and bucket compacted by the Cat 950G loader making several passes. Grading of retail parking subgrade and pavement base course continued. Pulverization of existing bituminous concrete pavement was performed where it existed using a Zip-It AZ480 asphalt zipper attached to a Cat 95OG loader to cut and grind bituminous concrete in-place. A Cat 140G grader was utilized to expose existing compacted subgrade to the proposed elevations. Reclaimed bituminous concrete was blended with existing granular subgrade for re-use as reclaimed pavement base course. Compaction of subgrade began using the Hypac C850B single drum vibratory roller making 6-8 overlapping coverages to provide a dense stable surface. Grading, distribution and compaction of reclaimed pavement base is ongoing. I A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser • Of Massachusetts -The Construction Testing P.eopl,e' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/08/2002 Report No. 26 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 20O Main Street Hyannis, MA 02601 Contractor Kay Construction cc:" Stop &•Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard e m-10RAWL r AIN,AIN AND PROTECT ---�'�..s•, STATION IM/WPy -V4:10 'Ty - -K MTMO SERW= ♦MA& M/✓• COSTAN STING CREASE TRAv /•'��L,mvrrR f/✓ `, ':` =E�' _ _ y-- �- °°yrM°.Iw�sD/�iAfietx;/r V.% /i. Wiwi) AND CONNECT _y. ..-1 I k /i'% VALVE YANII DUSTING TATFIt 11E j-' --lr°• ` 1 �- 'Y 1-�-�' --es-- ETOSTRI�NWI AT` --- _ - ,.• T'4 _� !Z., _ .. _ yob .�i- '1 ♦ _ r - �...yr' ` f- T: ?' . i T , 11-PIPE 1 I'� 1 ,I I) ll•etl]MI'Irl� — ' Iso-+t t - e� 1 ■ III�TI ��i��Llil _ S )r-^ _.•o. ./ /i///i'(c� - ._.�•-.' �l//• / 4 . - 1 \ r 16 DS ;t 1 fd r� I+ / 1pIRT r ,,,rr' :) / �T \ I + �w0 , f� � •_J / ' M. �1, .r° - PROTECT EAS�,1110�...: - PNOl=EE,OSSTTNO ti e - 1 - RECONNECT - •rr ♦ o ' 4 t / -aw I•a ,1 -1S I,I,.'J,' ...t + I CAS , I:µr SEllpl COIRIECnON -� Y11Ur /OOIC,IONS �;• ` .. '%, •% rr �� g ■ I T ,,IJ, t■ II '�_ � %ji/�i 1 C // r---- '��- � .' � -a.e �ar. � a�oaR N scMu TD SAAN-TI�r— 3}' -nil rill �xcavation and `-" ' RETAIL A •,c� o0s Ar Llql imamin .rl GeIE installation of site -'�°-� f :.D ` 'fighting conduit .h/r,.--'�*,. _ N t TOAw DRAIN F-1 -4 -r•■ 414 C Un elm b x - I' _,�_ 11 N tW A F'/ n rD (°'.yp,l ^S"'ai 1 :rs � } `' U:We'f ■ .Alr J.Dn� ■ K i PROTECT-■r '� ` '°' +� .ww . -ate l `rt 1 ■ T - IYr t ' AREA t $ T Retail parking area i '"°'°° ■ ■ _______r_-pavement base course i :,I G- „m„) / 4'LW excavation, grading I '`" and compaction. / co1.1Ec1laN _R� PRaw y�0 r + • •�•a n SAT 0 Me FETAL E. .J•�■ DCB-3 ItET 1:w P j re4A1 �o m s \f r /YNNTNN,yA :0 r'i'E-67.7 (� � C'fy a-in¢ t CCrNECTWS a� •l FRCP 24 • •'�, 1 RE7AL C FETAL I AL c l Desna UTLrry —' .—. ._....—...—on— _�� ,• -- :,,".-- ........... . G , 5 Richardson Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John Kielty�IELD SKETCH EAST �TS Stonenam,MA02180 PROJECT NO: DATE: 04-08-2002 Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/08/2002 Report No. 22 Job Number 7466 Barnstable Building Department Attn: Michael Trott , Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy, 54 degrees JIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10-wheel dumps, Cat M320 excavator, Samsung SE210 excavator, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of drain pipe and temporary catch basin structures was performed along north shoulder of Rte 28 using a Cat M320 excavator to the proposed elevation at bottom of structures, exposing natural sand deposits consisting of F-M-C sand, trace gravel, little silt, which received a smooth bucket finish to densify any disturbed parent soils. Backfilling of drain pipe and concrete block structures was performed using a Cat M320 excavator to place and bucket compact previously excavated materials to resistance. No,further compaction efforts were performed this date. ' Excavation and installation of utility conduit continued across Rte 28 (south of retail buildings "B" and "C") using a Samsung SE210 excavator to the proposed elevation at bottom of trench exposing natural sand deposits, consisting of F-M-C sand, trace gravel, little silt, which received a smooth bucket finish to densify any disturbed parent soils. Existing bituminous concrete pavement at roadway crossing was saw cut and removed using the Samsung SE210 excavator, and loaded on 10-wheel dumps to be transported off site. Backfilling of installed conduit not performed this date. Trenches at roadway crossing were plated to permit vehicular traffic. A field sketch is attached for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium 'Travel Name Time Hours Time J. Kielty No � Of Massachusetts 'The Construction Testing People'' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/08/2002 Report No. 22 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction -REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 0 _j REMOVE EMT04G 10'PLUC AND IZXB'XI2- TEE LLJ CONNECT MTMG 10' WATER 2 12- GV M MAIN TO NEW 12'WATER MAIN _UT_ LLL U I 2'klO'INCREASER I — 12'GV ON < CENTERW-LE—OSTERVUE SIDE REMOVE E)GSTM fTr PLUG AND CONNECT FASTING Or' WATER MM TO NEW 12" WATER MAIN Ir w enz 6 6dH 12 NSTAR NE-1 78 39 MH 6591070 U_1 LECT C LLI A U Excavation and < installation of drain 1 pipe&temp. catch ROMMATE LIMIT OF�wm basins BE: PERFORMED UNCIER A SEPARATE OFF-Silt PROVE)MENTS CONITR CT 30 FFE-57.7� 4 11A SA 24 cc 23 o -TAIL &T MH Fir- C ------- —ROM "S 10-CA S Excavation and installation of utility conduit LIMIT OF NWED UN A- SEPARATE OFF-S! NSTAR NE-178 IMPROVEMENTS CONTRACT MH 659/010 N 3 S I'I! 0 40 sa SCALE IN FEET UTS5 Richardson Lane SIoneham,MA02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 1 PROJECT NO: DATE: 04-08-2002 � s Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/08/2002 Report No. 26 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. on-site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 psi 17No. Of Sets: 4 SET 1 LOCATION: Wall: Front elevation column line F5.4-7.0, 16-20 courses, 8" C.M.U. Total Unit Air Temp. (F.) 41 Lab Size Area Date Date Age Load Load Mortar Temp(F) 43 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 8:30 T984 2 x 2 x 2 4.00 Good 04/08/2002 04/15/2002 7 7,600 1,900 T985 2 x 2 x 2 4.00 Good 04/08/2002 05/06/2002 28 10,700 2,680 T986 2 x 2 x 2 4.00 Good 1 04/08/2002 05/06/2002 1 28 1 10,500 i 2,630 SET 2 LOCATION: Wall: Front elevation colummn line F5.4-7.0, 20-23 course, 8" C.M.U. Total Unit Air Temp. (F.) 45 Lab Size Area Date Date Age Load Load Mortar Temp(F) 47 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:00 T951 2 x 2 x 2 4.00 Good 04/08/2002 04/15/2002 7 7,800 1,950 T952 2 x 2 x 2 1 4.00 1 Good 1 04/08/2002 05/06/2002 28 11,300 2,830 T953 2 x 2 x 2 1 4.001 Good 09/08/2002 05/06/2002 28 10,900 2,730 SET 3 LOCATION: Wall: Rear elevation receiving area #153, 1-4 courses, 12" C.M.U.. Total Unit Air Temp.(F.) 46 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 1:00 T654 2 x 2 x 2 4.00 Good 04/08/2002 04/15/2002 7 7,400 1,850 T655 2 x 2 x 2 4.00 Good 1 04/08/2002 1 05/06/2002 28 1 11,700 2,930 T656 2 x 2 x 2 1 4.00 Good 04/08/2002 05/06/2002 28 1 11,200 2,800 SET 4 LOCATION: Wall: Rear elevation receiving area #153 n4-8 courses Total Unit Air Temp. (F.) 47 _Lab Size Area Date Date Age Load Load Mortar Temp(F) 52 No. (in.) (sq. in.) 'Condition] Cast Tested Days (lbs.) (psi.) Time 3:00 T957 2 x 2 x 2 4.00 Good 04/08/2002 04/15/2002 7 7,500 1,880 T958 2 x 2 x 2 4.00 Good 04/08/2002 05/06/2002 28 10,600 2,650 T959 2 x 2 x 2 4.00 Good 04/08/2002 05/06/2002 28 1 10,400 2,600 Of Massachusetts. -The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/0 s/2 0 02 Report No. 26 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 - Concrete Co. on-site j GENERAL REMARKS: Inspector :. Premium Travel Name .-. Time Hours Time . P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva • i Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 04/08/2002 Report No. 18 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500# Grout No. Of Sets: 1 SET 1 LOCATION: Wall: Column Line 1 at D-F; D at 1-2 Top 4 Courses C.M.U; Column Line F at 5.4-7.0 2nd Low Lift 8" C.M.U. Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 45 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 50 T924 3 x 3 x 6 9.00 Good 04/08/2002 04/15/2002 7 24,000 2,670 Truck No. T925 3 x 3 x 6 9.00 Good 1 04/08/2002 1 05/06/2002 1 26 1 39,500 1 4,390 1 Ticket No. T926 1 3 x 3 x 6 9.00 Good 04/08/2002 05/06/2002 28 38,000 4,220 Time 12:00 T927 3 x 3 x 6 9.00 Good 04/08/2002 05/06/2002 28 40,000 4,440 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva r Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/08/2002 Report No. 73 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Cloudy, 54 degrees _TIME: 7k: 00 AM CONTACT: Craig Williamson from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: ASV 4810 tracker skid-steer, CAt CB 224C twin drum roller, JCB 215 backhoe, 2 small plate compactors TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Backfilling of installed plumbing and grading of south end of building "F" subslab continued using an ASV 4810 tracked skid-steer to evenly distribute and depress previously placed and compacted sand- gravel base course to the proposed elevation at bottom of slab. Offsite gravel base material, consisting of F-M-C sand and gravel, trace silt from Lynch pit in Falmouth, was utilized as needed during grading operations. Compaction around plumbing and electrical vertical risers was performed using a small plate compactor making several overlapping coverages to densify placement. Compaction to finish grade was performed using a Cat CB 224C twin drum roller making 4-6 overlapping coverages to densify grade. Backfilling, grading and compaction efforts are ongoing. Excavation and installation of precast concrete curbing continued at building "F" parking area using a JCB 215 backhoe to the proposed elevation at the bottom of curb exposing previously compacted granular fill/gravel base which received a smooth bucket finish to densify disturbed soils prior to the small plate compactor making several overlapping coverages to densify base. Upon installation and placement of precast curb sections, backfilling was performed using JCB 215 backhoe to place and bucket compact excavated gravel base materials, followed by 4-6 overlapping coverages of the small plate compactor. Concrete was poured in place along outside face of curb sections to the top of binder course elevation. Excavation and curb placement is ongoing. A field sketch is enclosed for review. These observations were related to Mr. Williamson prior to departure. � Of Massachusetts. 'The Construction Testing Pe:ople' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/08/2002 Report No. 73 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp Inspector Premium Travel Name. Time Hours , Time - J. Kielty No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve.Chouinard I ri f i APPOVMATE L"T CF 90ft TOR POWORMED / -R-71 .Mt UNDER A SEPARATE WASTEWATER TREATMENT FACKJ?Y CONTRACT(HOLD) (SEE "No C-16) I ZENON WASTEWATER TREATMENT FACUTY GAL EQUAUZATM UNOCRONOUND TREATMENT TANK PVW STATM UGE/T QENIXATOR AND CHOLOSURE VALLI TRANSFORMER PAD A PRESSLOM OOS"C I? PUMPS 9 LO Nu 1-37.30 25 LD 0 -3L30 j/ 11.000 GAL. mAIKTAN Amu PROTECT 00STiNG GREASE TRAP- D I I LO SE 0 O*P%c 10 as WSTAU 2-43'8CHD AND CONNECT TO VALVE M CIOSTM RAT LOX 29 k HYDRANT t— j____j-w-I--ft- —I REMOVE X RELOCATE -10.40 Mai A ��37 2-r PVC FORCE HAMS 12'Lv&"wT) BUILDNG 1F* PROPOSED'STOP & SHOP SUPERMARKET -Saw ;XML FFE-6&0 RiN37A � :!11 EX RECONNECT b-61.00 Is L CEONMTF�K 0: M? �NXTRAV SAWN 1.61.00 Is Excavation and 27 5-DA 24'D i.installation of precast curbing continues. C 5,00 TRANSFORMER PAD 0 P'. 11-3 1. 00 16=0 y E=== V�-22 V VENT 7 r Uj-30 t4 12 -OL5 1-57.70 E, L 50'-72' W.7Z 31 VE 1-6 IRD 30'0 C zi -41 D A --ww t Proximate limi 0, 191 ngoing plumbing 38 -ackfilling and slab II —w--base course grading. FETAL 7 orm-mr In 2 10 11A FFIE 67.7 JTIi W CV Ir CY OL4 27 ....... X • 5 RIchardson Lane JOB NAME: Stop & Shop Cotuit Landing DRAWN BY: John Kielty Stoneham,MA 02180 FIELD SKETCH WEST UTS PROJECT NO: DATE: 04-08-2002 Of Massachusetts: 'The Construction Testing Fe`ople'' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 04/08/2002 Report No. 18 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500# Grout TNO. Of Sets: 1 SET 1 LOCATION: Wall: Column Line 1 at D-F; D at 1-2 Top 4 Courses C.M.U; Column Line F at 5.4-7.0 2nd Low Lift 8" C.M.U. , Total Unit Slump(in.) 9 Lab SizeArea Date Date Age Load Load Air Temp(F.) 45 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 50 T924 3 x 3 x 6 9.00 Good 04/08/2002 4/15/02 7 24,000 2,670 Truck No. T925 3 x 3 x 6 9.00 Good 04/08/2002 5/6/02 28 Ticket No. T926 3 x 3 x 6 9.00 Good 04/08/2002 5/6/02 28 Time 12:00 T927 3 x 3 x 6 9.00 Good 04/08/2002 5/6/02 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva r � Of Massachusetts. -The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/08/2002 Report No. 26 Barnstable Building Department kJob Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. On-Site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 psi I No. Of Sets: 4 SET 1 LOCATION: Wall: Front elevation column line F5.4-7.0, 16-20 courses, 8" C.M.U. - Total Unit Air Temp. (F.) 41 Lab Size Area Date Date Age Load Load Mortar Temp(F) 43 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 8:3 0 T984 2 x 2 x 2 4.00 Good 04/08/2002 04/15/2002 7 7,600 1,900 T985 2 x 2 x 2 1 4.00 Good 1 04/08/2002 05/06/2002 28 T986 2 x 2 x 2 1 4.00 1 Good 1 04/08/2002 05/06/2002 1 28 SET 2 LOCATION: Wall: Front elevation colummn line F5.4-7.0, 20-23 course, 8" C.M.U. Total Unit Air Temp. (F.) 45 Lab Size Area Date Date Age Load Load Mortar Temp(F) 47 No. (in.) (sq. in.) Condition. Cast Tested Dais (lbs.) (psi.) Time 11:00 T951 2 x 2 x 2 4.00 Good 04/08/2002 04/15/2002 7 7,800 1,950 T952 2 x 2 x 2 4.00 Good 04/08/2002 05/06/2002 28 T953 1 2 x 2 x 2 4.00 Good 04/08/2002 05/06/2002 28 • SET 3 LOCATION: Wall: Rear elevation receiving area #153, 1-4 courses, 12" C.M.U. Total Unit Air Temp. (F.) 46 Lab Size Area Date Date. Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Time 1:00 T654 2 x 2 x 2 4.00 Good 04/08/2002 04/15/2002 7 7,400 1,850 T655 2 x 2 x 2 4.00 Good 1 04/08/2002 05/06/2002 28 T656 2 x 2 x 2 4.00 Good 1 04/08/2002 05/06/2002 1 28 SET 4 LOCATION: Wall: Rear elevation receiving area #153 n4-8 courses Total Unit Air Temp. (F.) 47 Lab Size Area Date Date Age Load Load Mortar Temp(F) 52 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:00 T957 2 x 2 x 2 4.00 Good 04/08/2002 04/15/2002 7 7,500 1,880 T958 2 x 2 x 2 1 4.00 1 Good 1 04/08/2002 05/06/2002 1 28 T959 2 x 2 x 2 4.00 Good 1 04/08/2002 05/06/2002 1 28 Of Massachusetts: 'The Construction Testing P0, " e' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/0 8/2 0 02 Report No. 26 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. On-Site -GENERAL REMARKS: Inspector Premium Travel Name Time ...: -.Hours, Time:: P. Viscione No 'REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva • � Of Massachusetts. -The Construction Testing P,660e'` Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 04/05/2002 Report No. 19 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500# Grout I No. Of Sets: 1 SET 1LOCATION: wall: Right elevation column line 7A-BA, 12" C.M.U. , top lift Total Unit Slump(in.) 91, Lab Size Area Date Date Age Load Load Air Temp(F.) 5o No. (in.) (sq. in.) . Condition Cast Tested Days. , ,_os.) (psi.) Grout Temp(F.) 74 T904 3 x 3 x 6 9.00 Good 04/05/2002 4/12/02 7 27,000 3,000 Truck NO. 55 T905 3 x 3 x 6 9.00 Good 04/05/2002 5/3/02 28 Ticket No. 119679 T906 3 x 3 x 6 9.00 Good 04/05/2002 5/3/02 28 Time 3:00 T907 3 x 3 x 6 9.00 Good 04/05/2002 5/3/02 28 GENERAL REMARKS: Inspector • Premium' Travel Name Time H6urs . Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i f Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/05/2002 Report No. 72 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Cloudy, 48 degrees TIME: 7 : 00 AM CONTACT: Craig Williamson from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: ASV 4810 tracked skid-steer, Cat CB224C twin drum roller, JCB 215 backhoe, 2 small plate compactors TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Backfilling of installed plumbing and grading of south end of building "F" subslab continued using an ASV 4810 tracked skid-steer to evenly distribute and depress previously placed and compacted sand- gravel base course to the proposed elevation at bottom of slab. offsite gravel base material, consisting of F-M-C sand and gravel, trace silt, from Lynch pit in Falmouth, was utilized as needed during grading operations. Compaction around plumbing and electrical vertical risers was performed using a small plate compactor making several overlapping coverages to densify placement. Compaction to finish grade was performed using 4-6 overlapping coverages of the Cat CB 224C twin drum roller to densify grade. Backfilling, grading and compaction efforts are ongoing. Excavation and installation of precast concrete curbing began at building "F" parking area using a JCB 215 backhoe to the proposed elevation at the bottom of curb exposing previously compacted granular fill/gravel base which received a smooth bucket finish to densify disturbed soils prior to several overlapping coverages with small plate compactor to densify base. Upon installation and placement of precast curb sections, backfilling was performed using JCB 215 backhoe to place and bucket compact excavated gravel base materials, followed by the small plate compactor making 4-6 overlapping coverages. Concrete was poured in place along outside face of curb sections to the top of binder course elevation. Excavation and curb placement is ongoing. A field sketch is enclosed for review. These observations were related to Mr. Williamson prior to departure. Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/05/2002 Report No. 72 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store •#66 - Cotuit, MA 200 Main Street ' Hyannis, MA 02601 Contractor Kay Construction Corp Inspector Premium Travel Name • Time Hours Time J.' Kielty No Max Day+l Hrs OT 1 Hr(s) a REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard i 24 /. / -" :+'w APROXIMATE LhVT OF WORk To at pERFORwo -ftw #.am IR/DERSEPARATE WASTEWATER TRICATI104T CONTRACT DOOLD) ............ DRANNO C-16) —1 -4, 1, M ZE"WASTEVATM 12w ..,-Z G EQUAUZTICX � I FACLM D ILI UNDERGROL001)TRZArAVff TAPK PUMP STAT104 GDOURATOR AND DICLOSM VALLT TRANSFMIER Pb I.?- PARE OOSN6 a 1-57.30 • ILD STATOO NTH PLIMPS :X30 GO 17. LID 9 vor rr 11.000 OAL LO SErnJNO A'Pwi VIARITAIN AM PROTECT TAW b EMT=OKASE TRAP- xcavation and *ISTAU 121-43'WO AND CONNECT TO -29 at— *S Pk &RnOCATr installation of precast ENSTM WATER UW / = _- i"Z t curbing begins. HYDRMT 37 1 2-Z FORCE MANS BUILDING 'F' -- PROPOSED STOP & SHOP SUPERMARKET nFIE-63.0 71:m 461.00 RECO,0ECI .. CEN1ER O LOW% 2., L- 1 •6-D.L , 1 .7 15-27 4.0 ba". r OWCOPO4ECT 1. 7 & 0r jo I < e LINE C 11 -A- , ,N. 1-1,. IV.-54.00 TRANSFORMER PAD b-6. I 00 E 13 - :am C-3 qIW n -1 !.VIA E-50.0 04Y T or -39 ff-2 I 12 UJI -am 'Art 1 W.7V MONK I RLSERVE AREA LEACNM AREA to • C xDllpproximate limit of IS'D w: 38 =ngoing plumbing 13 ackfilling and slab D 11 ase course grading. FETAL ........... or)wjmzl TEE 67. Ir GV 10 \t944-11A 12, A ......... .. UTS5 Richardson Lane JOB NAME: Stop & Shop Cotuit Landing DRAWN BY: John Kielty Stoneham,MA 02180 PROJECT NO: nAT;=. nA-nr,-,)nn,) FIELD SKETCH WEST r � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/05/2002 Report No. 21 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy, 48 degrees -_TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10-wheel dumps, Cat M320 excavator, Gradall XL-5100 excavator, small plate compactor, Hypac C766B twin drum roller TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of utility duct bank and structures continued at west end of Rte 28, using a Gradall XL-5100 excavator to the proposed elevation at bottom of trench exposing natural sand deposits consisting of F-M-C sand, trace gravel, little silt, which received a smooth bucket finish to densify any disturbed soils. Existing bituminous concrete placement at roadway crossing was saw cut and removed using Gradall XL-5100 excavator, and loaded on 10-wheel dumps to be transported off site. Concrete encasement of installed ducts was performed and flowable fill was placed around installed duct bank conduit to roadway subgrade elevation. Trenches at roadway crossing were placed to permit vehicular traffic (see field sketch #1) . Excavation and installation of drain pipe and structures was performed at east end of Rte 28 using a Cat M320 excavator to the proposed elevation at bottom of structures exposing natural sand deposits, consisting of F-M-C sand, trace gravel, little silt, which received a smooth bucket finish to densify any disturbed parent soils. Backfilling of precast drain pipe and structures was performed using a Cat M320 excavator to place and bucket compact to resistance previously excavated materials consisting of F- M-C sand, trace gravel, little silt, utilizing 12" lifts which were compacted by the small plate compactor making 4-6 overlapping coverages to densify placement. offsite gravel base material, consisting of F-M-C sand and gravel, trace silt from Lynch pit in Falmouth, was utilized during final i 12" lift placement, which received 6-8 overlapping coverages by the Hypac C766B twin drum roller to densify placement. Bituminous concrete was applied and densified to permit vehicular traffic (see " Of Massachusetts -The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/05/2002 Report No. 21 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction field sketch #2) . These observations were.related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell • Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard D! �'� a'` ^ .7.�f•w�'��•"• �.''r'f.Ly:i' 4.Ehri.T �q ~'i ' e '.••err. '::ri..� t"�?i is•. :r r:T,fi�Q4"�5 �`.{'t' !.••r>r �'µ:`�C'-'�.•...:t'...f,:r V TS 5Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 04-05-02 stoneham,MA 02180 PROJECT NO. FIELD SKETCH 1 Of 2 i ' IDERGROUND 6 COMMIT(41 !RGROUM 6 CONDUIT(i E a nNG AERIAL UnunE8 TO REMAIN AERIAL .... ... =: . . V�ONI 12'ya W"BAH Excavation and 8TA. 18+68 ' nstallation drain i e P'P ' ��► :.�� nd structures Solna ��STp�--'iii�.e�t> i.V.oN6 ACED W TRENCH MON tttttttt N (6)•4' PVC VEtFEIZCN " �� (6) 4' PVC VMZON ! ..ww ��w�w�w � '��a�+ .r d •.. ...._.. ..'�. .. .-•'�• ... r.. �. ... f�fi�` 4 �'-'a'^^'{�'"" .�,/+•ti.j.-i t � /:Z'. 1 ... ..........1....�•t...li .✓•,•,.✓\.A,..:^:�:':�;:•`.:�.4- ,S.,1,Y ti�r'4..A...r.. *M::...........,r. .n VH 000"ff TREK poll TRENCH PC,AVATION f ' . ! i �i �•�. PV .�c�•onr�arsogA�n r= t UTS 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 04-05-02 `` Stoneham,MA 02180 PROJECT NO. FIELD SKETCH 2 of 2 f Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT ANALYSIS REPORT Report Date 04/05/2002 Report No. 4 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Contractor Kay Construction. Hyannis, MA 02601 WEATHER: N/A .TIME: N/A CONTACT:N/A SUMMARY: The following are the results of extraction tests performed on two samples of asphalt binder placed at the project site on 3/29/02. PASSING % PASSING SIEVE SIZE SAMPLE #1 SAMPLE #2 1" 100.0 100.0 3/4" 97.8 96.8 1/2" 64.5 59.5 3/8" 51.4 50.4 No. 4 37.6 39.1 No. 8 34.7 33.0 No. 16 28.4 26.9 No. 30 17.8 16.8 No. 50 7.6 6.2 No. 100 2.4 2.5 No. 200 1.2 1.2 Asphalt Content - 5.2 5.0 GENERAL REMARKS: Inspector -Premium a Travel Name Time Hours; Time L. Crabtree No REVIEWED BY: William P. Crabtree Of Massachusetts. 'The Construction Testing People Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT ANALYSIS REPORT Report Date 04/05/2002 Report No. 4 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit -- 200 Main Street Contractor Kay Construction ;i. .'Hyannis, MA' 02601 w cc: Stop& Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard i Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT ANALYSIS REPORT Report Date 04/05/2002 Report No. 5 Job Number 7465 Barnstable Building Department :'Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200. Main Street Contractor Kay Construction Hyannis, MA 02601 WEATHER: N/A _TIME: N/A CONTACT: N/A SUMMARY: The following are the results of extraction tests performed on two samples of asphalt binder placed at the above project on 4/4/02. W PASSING % PASSING SIEVE SIZE SAMPLE #1 SAMPLE #2 1" 100.0 100.0 3/4.1 100.0 100.0 1/2" 67.0 63.0 3/8" 51.2 53.0 No. 4 42.0 39.0 No. 8 35.3 31.8 No. 16 29.2 27.6 No. 30 18.1 15.6 No. 50 6.7 5.4 No. 100 2.9 2.4 No. 200 1.9 1.8 Asphalt Content - 5.1 5.2 GENERAL REMARKS: Inspector Premium Travel Name - Time. Hours Time L. Crabtree No REVIEWED BY: William P. Crabtree _n /. JYv Of Massachusetts. The Construction Testing People'- Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT ANALYSIS REPORT Report Date 04/0 5/2 0 02 Report No. 5 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit �. 200 Main Street Contractor Kay Construction Hyannis, MA 026,01 cc: Stop & Shop Supermarket, Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay-Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard I. i Of Massachusetts The Construction Testing People Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT INSPECTION REPORT Report Date 04/04/2 0 02 Report No. 6 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit F 200 Main Street Contractor Kay Construction ry „� Hyannis, MA ,02601 WEATHER: Clear, 50 degrees _TIME: 7 : 00 AM - CONTACT: Bob Cunningham from Kay Construction SUMMARY: The writer observed the placement of 211 bituminous concrete binder course at the retail parking entrance west of retail building "B" . The binder course material from Lawrence Lynch plant in Falmouth was placed, using a Cat AP1055B paver screed, at a thickness of 2 1/2" to 2 3/41, to accommodate a 2 inch finish thickness after densification efforts, which were performed by a Dresser S4-6B twin drum roller making several overlapping coverages to depress the binder course to resistance. Material temperature at the time of placement ranged between 280 and 295 degrees Fahrenheit. Two bituminous concrete samples were obtained and returned to the UTS lab for analysis. Results will be available upon completion. These observations were related to Mr. Cunningham prior to departure. GENERAL REMARKS: .Inspector Premium Travel Name Time. Hours Time J. Kielty No REVIEWED BY: William P. Crabtree cc: Stop & Shop'Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay-Construction Corporation Attn: Michael.Collentro r Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard �w r :t I ' � Of Massachusetts 'The Construction Testing People, Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/05/2002 Report No. 1 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Lawrence Redi Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ;.ALL COMPRESSIVE STRENGTH TESTS-DONEr-ACCORDING TO ASTM: C-3 O CLASS CONCRETE: 3000# 3/411 * I No. Of Sets: 1 CUBIC YARDS: 10 SET 1 LOCATION: Slab on Grade Building "G" Treatment Tank Total Unit Slump(in.) 4 Lab Size Area Date Date "Age Load Load Fracture Air Temp.(F.) 40 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 70 T099 6 x 12 28.27 Good 04/05/2002 04/12/2002 7 65,000 2,300 2 Truck No. 271 T100 6 x 12 28.27 Good 1 04/05/2002 1 05/03/2002 28 Ticket No. 105396 T101 6 x 12 28.27 Good 04/05/2002 05/03/2002 28 Time 1:45 T102 6 x 12 28.27 Good 04/05/2002 05/03/2002 28 .Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: * Mix # 323010 Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES I � (1)Cone (2)Cone and Split (3)Cone and_Shear (4)Shear (5)Columnar CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva � Of Massachusetts 'The Construction Testing People` Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 0 4/0 5/2 0 0 2 Report No. 1 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete CO. Lawrence Redi Mix FIELD SUMMARY REPORT -Total Pour: Building "G" Treatment Tank Slab Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ❑X None ❑ Other Slump Specification (in.) 2-4 Number of slumps out of specification reported to If rejected Approved by Superintendent Bob Cunningham Remarks: _ j t Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 04/05/2002 Report No. 1 Job Number 7464 Barnstable Building Department Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 CONTACT: Bob Cunningham of Kay Construction .TIME OF INSPECTION: 12 :30 PM TIME OF CONCRETE PLACEMENT: 1 :30 PM Immediately prior- to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints, some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: Building "G" treatment tank slab VERIFY: REVIEWED ATTRIBUTES Ye s No Coverage X Clearance X Cleanliness(heavy rust,scale,mud,dirt,oil,etc. not permitted) X Bar Supports X Tying . _ _ X GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: William P. Crabtree cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert y Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell . Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 'x Y, ' Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) 0 Concrete Field Report Report Date 04/05/2002 Report No. 1 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 WEATHER: -TIME: CONTACT: SUMMARY: Transported of 8 sets of cylinders cast on 04/04/02 to the lab for testing. I GENERAL REMARKS: Inspector Premium Travel ; Naive 4 ,` ��3 , Time Hours , z Time J. Harr No REVIEWED BY: William P. Crabtree ' �Q W7 y cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva a Of Massachusetts " The Construction Testing People- Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/05/2002 Report No. 24 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay'Construction Corp Hyannis, MA 02601 WEATHER: 40 Degrees, Cloudy .TIME: 6 : 30A.M. CONTACT: Craig Williamson Super of Kay Construction SUMMARY: The placement and grouting of 12" C.M.U. began at the right elevation at column line 7 from column line A at B.A from the first course above the cross beam to the top of the wall. # 7 Reinforcing steel bars were in place and welded to the beam 32" on center. Ladur type dur-o-wall was placed 16" on center. Masonry ties were then placed at each column 16" on center. The columns were coated with Karnak # 100 asphalt emulsion and covered with styrofoam. The first 7 courses were grouted with 3500 PSI mixed to a 911 slump. The next courses were placed to the bond beam at 1018" and grouted. The anchor bolts were set in place for the cross beam. The 2nd bond beam was placed as required followed by the top courses. Anchor bolts were set in.place for the roof plates. All cells with vertical reinforcements were grouted. The bond beams and the top 4 courses were grout solid and the grout was then rodded to achieve full penetration. The type "S" 1800 PSI mortar was mixed on site with municipal water. Hydrocide powder was added to each mix and random samples of the mortar were taken throughout the day' for lab testing. A sample of grout was taken for lab testing at the left elevation column line D at 1- 2 -and column line 1 at D-F, the top 4 courses of C.M.U. were placed. Masonry anchors were welded to the cross beam 2' on center and masonry ties were place 16" on center. A bond beam was placed at the top . A double # 6 reinforcing steel bars were placed inside the reinforcing steel bars. These observations were related to Craig Williamson prior to departure. GENERAL REMARKS: Inspector ; > Premium Travel" Name, F.., Time Hours Time P. Viscione No Max Day+1 Hrs OT 1 Hr(s) REVIEWED BY: William P. Crabtree �Q Of Massachusetts -The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/05/2002 Report No. 24 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva r c �+ Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/05/2002 Report No. 27 Barnstable Building Department .lob Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. on-site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 psi I No. Of Sets: 4 SET 1 LOCATION: wall: Right elevation column line 7A-C 1st courses - Total Unit. Air Temp. (F.) 40 Lab Size Area -Date Date Age Load Load Mortar Temp(F) 45 No. (in.)_ (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 T936 2 x 2 x 2 4.00 Good 04/05/2002 04/12/2002 7 7,500 1,880 T937 2 x 2 x 2 4.00 Good 04/05/2002 05/03/2002 28 10,000 2,500 T938 2 x 2 x 2 4.00 Good 04/05/2002 05/03/2002 28 10,300 2,580 SET 2 LOCATION: Wall: Right elevation column line 7A-C, 8-14 courses Total Unit Air Temp. (F.) 47 Lab Size Area Date Date Age Load Load Mortar Temp(F) 48 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:00 T939 2 x 2 x 2 4.00 Good 04/05/2002 04/12/2002 7 6,800 1,700 T940 2 x 2 x 2 4.00 Good 04/05/2002 05/03/2002 28 10,400 2,600 T941 2 x 2 x 2 4.00 Good 04/05/2002 05/03/2002 28 10,500 2,630 SET 3 LOCATION: wall: Right elevation column line 7A-C, 15th course to top of wall - Total Unit Air Temp. (F.) 50 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 1:00 T942 2 x 2 x 2 4.00 Good 04/05/2002 04/12/2002 7 6,900 1,730 T943 2 x 2 x 2 4.00 Good 04/05/2002 05/03/2002 28 10,900 2,730 T994. 2 x 2 x 2 4.00 Good 04/05/2002 05/03/2002 28 10,600 2,650 SET 4 LOCATION: Wall: Left elevation column line 1D-F, D1-2, top 4th course C.M.U. Total Unit Air Temp. (F.) 48 Lab, Size Area Date Date Age Load Load Mortar Temp(F) 47 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:00 i T945 2 x 2 x 2 4.00 Good 04/05/2002 04/12/2002 7 6,800 1,700 T946 2 x 2 x 2 1 4.00 1 Good 1 04/05/2002 05/03/2002 1 28 1 10,400 2,600 T947 2 x 2 x 2 4.00 Good 1 04/05/2002 05/03/2002 1 28 1 10,500 2,630 Of Massachusetts The Construction Testing People' Page 2 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/0 5/2 0 0 2 Report No. 27 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. on-Site -GENERAL..REMARKS . Inspector Premium Travel. Name Time Hours Time. P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 04/05/2002 Report No. 19 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ..ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500# Grout I No. Of Sets: 1 SET 1 LOCATION: wall: Right elevation column line 7A-BA, 12" C.M.U. , top lift Total Unit Slump(in.) 9° Lab Size Area Date Date Age 'Load Load Air Temp(F.) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 74 T904 3 x 3 x 6 9.00 Good 04/05/2002 04/12/2002 7 27,000 3,000 Truck No. 55 T905 3 x 3 x 6 9.00 Good 04/05/2002 05/03/2.002 28 37,000 4,110 Ticket No. 19679 T906 3 x 3 x 6 9.00 Good 04/05/2002 05/03/2002 28 39,000 4,330 Time 3:00 T907 3 x 3 x 6 9.00 Good 04/05/2002 05/03/2002 28 38,000 4,220 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket'Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva r Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/05/2002 Report No. 1 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete CO. Lawrence Redi Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH.TESTS-DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: 10 SET 1LOCATION: Slab On Grade Building "G" Treatment Tank Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 40 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 70 T099 6 x 12 28.27 Good 04/05/2002 04/12/2002 7 65,000 2,300 2 Truck NO. 271 T100 6 x 12 28.27 1 Good 1 04/05/2002 1 05/03/2002 28 110,000 1 3,890 1 3 Ticket No. 105396 T101 6 x 12 28.27 Good 04/05/2002 05/03/2002 1 28 110,000 3,890 4 1:45 Time T102 6 x 12 28.27 Good 04/05/2002 05/03/2002 28 104,000 3,680 9 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Mix # 323010 Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES 1 (1) Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar CC: Stop & Shop Supermarket Attn: Dan Donahue Stop• & Shop Supermarket Attn: Arthur Joubert t Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell - - vanasse Hangen Brustlin, .Inc. Attn:- Steve.Chouinard t Cape Cod Ready Mix Attn: Jay Pleva � t Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/04/2002 Report No. 21 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete CO. Onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 • ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type "S" 1800 PSI I No. Of Sets: 3 SET 1 LOCATION: Wall: Rear Elevation Column Line A at 2-3.60 Top 4 Courses C.M.U. Total Unit Air Temp. (F.) 50 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 S565 2 x 2 x 2 4.00 Good 04/04/2002 04/11/2002 7 3,800 950 S566 2 x 2 x 2 1 4.00 Good 04/04/2002 05/02/2002 1 28 S567 2 x 2 x 2 4.00 Good 1 04/04/2002 05/02/2002 1 28 SET 2 LOCATION: Wall: Front Elevation Column Line F at 5.4-7.0, 6" C.M.U. 7th-12th Course Total Unit Air Temp. (F.) 53 Lab Size Area Date Date Age Load Load Mortar Temp(F) 52 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 12:00 S568 2 x 2 x 2 4.00 Good 04/04/2002 04/11/2002 7 4,100 1,030 S569 2 x 2 x 2 4.00 Good 1 04/04/2002 05/02/2002 1 28 S570 1 2 x 2 x 2 4.00 Good 1 04/04/2002 05/02/2002 1 28 SET 3 LOCATION: Wall: Front Elevation Column Line F at 5.4-7.0, 6" C.M.U. 12th-16th Course Total Unit Air Temp. (F.) 55 Lab Size Area Date Date Age Load' Load Mortar Temp(F) 54 No. (in.) (sq. in.) Condition Cast Tested Days. (lbs.) (psi.) Time 3:00 S571 2 x 2 x 2 4.00 Good 04/04/2002 04/11/2002 7 4,000 1,000 S572 2 x 2 x 2 9.00 1 Good 04/04/2002 05/02/2002 28 S573 2 x 2 x 2 1 4.001 Good 1 04/04/2002 05/02/2002 1 28 GENERAL REMARKS: Inspector Premium Travel ., Name Time Hours `;= Time',, P. Viscione No Of Massachusetts. -The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/04/2002 Report No. 21 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix -REVIEWED'BY: Steven•T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva y - z . Of Massachusetts 'The Construction Testing People' W Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 04/04/2002 Report No. 14 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500# Grout No. Of Sets: 1 SET 1 LOCATION: wall left elevation column line D1-2 and column line 1D-F second low lift to bond beam. Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 51 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 74 S608 3 x 3 x 6 9.00 Good 04/04/2002 04/11/2002 7 31,000 3,440 Truck No. 158 S609 3 x 3 x 6 9.00 Good 04/04/2002 05/02/2002 28 Ticket No. 161252 S610 3 x 3 x 6 9.00 Good 04/04/2002 05/02/2002 28 Time 10:00 S611 3 x 3 x 6 9.00 Good 04/04/2002 05/02/2002 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/04/2002 Report No. 45 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 * No. Of Sets: 8 CUBIC YARDS: 319 SET 1 LOCATION: Slab On Grade Column Line B at 3 Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 42 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 73 S652 6 x 12 28.27 Good 04/04/2002 04/11/2002 7 83,000 2,940 3 Truck No. 64 S653 6 x 12 28.27 1 Good 1 04/04/2002 1 05/02/2002 1 28 Ticket No. 19580 S654 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 Time 8:15 S655 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 Unit Wt Ibs/cu ft Air Content(% SET 2 LOCATION: Slab On Grade Column Line B.5 at 4 Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 44 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 66 S732 6 x 12 28.27 Good 04/04/2002 04/11/2002 7 78,000 2,760 3 Truck No. 61 S733 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 Ticket No. 19584 S734 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 Time 9:15 S735 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 Unit Wt Ibs/cu ft Air Content(% SET 3 LOCATION: Slab On Grade Column Line C at 4.3 Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 45 No. (in.)- (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 69 ;S672 6 x 12 28.27 Good 04/04/2002 04/11/2002 7 86,000 3,040 3 Truck No. 58 S673 . 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 Ticket No. 19588 S674 6 x 12 . 28.27 Good 04/04/2002 05/02/2002 28 Time 9:55 S675 6•x 12 28.27 Good 04/04/2002 05/02/2002 28 :d Unit Wt Ibs/cu ft Air Content(% SET 4 LOCATION: Slab On Grade Column Line D.3 at 3.2 ' Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/04/2002 Report No. 4 5 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix _. Total Unit Slump(in.) 4 Lab Size Area Date - Date -Age Load Load Fracture Air Temp. (F.) 44 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi. Type Conc Temp(F) 67 S668 6 x 12 28.27 Good 04/04/2002 04/11/2002 7 88,000 3,110 3 Truck No. 66 S669 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 Ticket No. 19595 S670 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 10:55 Time S671 6 x 12 28.27 Good 09/09/2002 OS/02/2002 28 Unit Wt Ibs/cu ft Air Content(% SET 5 LOCATION: Slab On Grade Column Line B.3-E at E.5 Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 45 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 67 S728 6 x 12 28.27 Good 04/04/2002 04/11/2002 7 75,000 2,650 3 Truck No. 60 S729 6 x 12 28.27 Good 04/04/2002 1 05/02/2002 28 Ticket No. 19601 S730 6 x 12 28.27 Good 1 04/04/2002 1 05/02/2002 1 281 1 Time 11:40 S731 6 x 12 28.27 Good 04/04/2002 05/02/2002 26 Unit Wt Ibs/cu ft Air Content(% SET 6 LOCATION: Slab On Grade Column Line B.5 at E.3 Total Unit Slump(in.) 3 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 50 No. (in.) (sq. in.) Condition Cast Tested Y Days (Ibs.) (psi.) Type Conc Temp(F) 70 S656 6 x 12 28.27 Good 04/04/2002 04/11/2002 7 85,000 3,010 2 Truck No. 55 S657 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 Ticket No. 19605 S658 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 Time 12:00 S659 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 Unit Wt Ibs/cu ft Air Content(% SET 7 LOCATION: Slab On Grade Column Line G at 4 Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 50 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 69 j S664 6 x 12 28.27 Good 04/04/2002 04/11/2002 7 90,000 3,180 2 Truck No. 69 S665 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 Ticket No. 19610 S666 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 1:00 Time S667 6 x 12 28.27 Good 04/04/2002 1 05/02/2002 28 Unit Wt Ibslcu ft Air Content(% GENERAL REMARKS: * Pump Mix, Fibermesh and 1% Polarset. Of Massachusetts The Construction Testing People' Page 3 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/04/2 0 0 2 Report No. 45 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA .0 2 6 01 Concrete Co. Cape Cod Ready Mix Inspector a Premium; Tra�el,oi.. p 6r tNamea -Time Hours Time Al Sharpe No Max Day+2 Hrs OT 1 Hr(s) D. Minasian No Max Day+2 Hrs OT 1 Hr(s) C. DiNitto i No Max Day+2 Hrs OT 1 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES i II (1)Cone (2)Cone and Split (3) Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael"Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jav Pleva Of Massachusetts hu, "The C 0MtfUCti*n Testing P '° Page DAILY REPORT OF CONCRETE POUR PROJECT NAME: S1y 1p S 11c) !� r v� 9 u' PROJECT NO.: ( ' v DATE: � A - 0 1 AIR TEMP.: TOTAL YARDS: LOCATION OF POUR: 50G i Load & Slump Batching Batching Time In Yards Concrete % of Ticket # No. of Truck Inches In Out Minutes I Temp. I Air I Cylinders O I /V��? O 1 I E lye,e •�� I �//p� I / ��/ I /�J1.'DV �U I �/�/� �� D I `/GG.� I � � Cnr [� Cj 6010 7 1�,� S� � gas I � � � �' a97 I I I I I 5 INSPECTOR: N:-;�.4 . 1n-'z- I ��S , ,�, � : - c� REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438.7755 Fax (781) 438-6216 � hus�t�s 1�nc. 'The Construction Testing Peop Page DAILY REPORT OF CONCRETE POUR i PROJECT NAME:. to I*D S)16)h PROJECT NO.: DATE: /-V- AIR TEMP.: 'I 3 TOTAL YARDS: LOCATION OF POUR: _ �y �, .��. 3 to S i O I Load & Slump Batching 1 Batching 1 Time In 1 Yards Concrete I % of Ticket No. of' Truck #r Inches In Out Minutes Temp. Air Cylinders /o Pc I'A 1 1 s s� 15 5 y 1/, 7. 5 S � I G 1 �7 3 1 1 c! 5 a 3 33�y � 1 oS 1 : D 1 (0 0- 4 1 t5 31 4 1 66 I'1I5S 1 �.� J I /, 4584 I - S .A S I v S 1 633/y `6' 3S i 93S 1"�? 1 I � sKlo1 7 L/ S 1 60 ICI �� 1 I 1g58 1�/9 9 1 69 1 nL,14 191 gI - y i6 `- 1 L) I S C)1 U I 5 S 11y, 1 O 1 w LI �I 1 �: 30 l 0 :3u 1 I�� I �� I ► q s 1 ►1 S S 3 o 10: 40 1 It -3 1 1 G ' 921 y� �C': 5 IU' � �13 of S C�3 l : 0 c) I'X 19 6 �7 1159 5 t) - H 11)0.. (-)o I W., c3 1 (70 I' '/I(o 5 1 1 1 S � �o1 15, 33 `� to ; .5 I 1 S v fo& t;: S F Lll i030 1 11 .30 60 is 1 . I 19 L o0 ---] INSPECTOR: REMARKS: (�7- 99/-6 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete . Report Date 04/04/2002 Report No. 46 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp - Hyannis, .MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 * No. Of Sets: s T CUBIC YARDS: 319 SET 1 LOCATION: Slab On Grade Column Line H at 3 Total Unit Slump(in.) 3 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 71 S660 6 x 12 28.27 Good 04/04/2002 04/11/2002 7 89,000 3,150 3 Truck No. 63 S661 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 Ticket No. 19614 S662 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 Time 1:45 S663 6 x 12 1 28.27 Good 04/04/2002 1 05/02/2002 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: * Pump Mix, Fibermesh and 1% Polarset. Inspector Premium Travel Name Time Hours Time Al Sharpe No D. Minasian No C. DiNitto No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts. -The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/04/2002 Report No. 46 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT "Total Pour. Slab On Grade Column Lines B-G at 3-5 Method of Placement: ❑X Pump ❑Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑X Other Other: Laser Screed Cylinder Fabrication Location: ❑ Truck Discharge Chute ❑X End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑X Other Inside Heated Building Placement Protection: ❑Thermal Blankets ❑X Heat ❑ None ❑ Other Slump Specification (in.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: j Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Steel Inspection Report Report Date 04/04/2002 Report No. 1 , Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 . WEATHER: Clear, 38-48 degrees Fahrenheit .TIME: 6 : 00 AM CONTACT: Craig Williamson of Kay Construction SUMMARY: Smooth dowels have been inserted into speed dowel sleeves at the construction joint from the previous slab placement along B-F lines at 5 line. Additional speed dowel sleeves have been placed at 18" O.C. along B-F lines at 3. A wire mat was bridged over electrical haunches. The dowels have been placed according to project specifications. These observations were related to Mr. Williamson prior to departure. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time C. Lund No Max Day+0.5 Hrs OT 1 Hr(s) REVIEWED BY: William P. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard 4 Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/04/2002 Report No. 20 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 50 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10 wheel dumps, (2) Cat 436C backhoes, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of utility duct banks continued across RTE 28 (southeast of retail building "C") using a Cat 436C backhoe to the proposed elevation at bottom of trench exposing natural sand deposits consisting of F-M-C sand, trace gravel, little silt, which received a smooth bucket finish to densify any disturbed soils. Existing bituminous concrete pavement at roadway crossing was saw cut and removed using the Cat 436C and loaded on 10 wheel dumps to be transported off site. Concrete encasement of installed ducts was performed and flowable fill was placed around installed duct bank conduit to roadway subgrade elevation. Trenches at roadway crossing were plated to permit vehicular -traffic (see field sketch #1) . Excavation and installation of drain pipe and structures was performed at east end of RTE 28 using a Cat 436C backhoe to the proposed elevation at bottom of structures exposing natural sand deposits consisting of F-M-C sand, trace gravel, little silt, which received a smooth bucket finish to densify any disturbed soils. Structures were placed on a bed of 12 inches of 3/41, stone from Lynch pit in Falmouth. Flowable fill was placed in trench to roadway subgrade elevation. Trenches at roadway crossing were plated to permit vehicular traffic. Backfilling of structures was performed using Cat 436C backhoe and to place and bucket compact to resistance previously excavated materials consisting of F-M-C sand, trace gravel, little silt, utilizing 12 inch lifts and using the small plate compactor making 4-6 overlapping passes to densify placement (see field sketch #2) . Removal of existing catch basin was performed at east end of RTE 28 using a Cat 436C backhoe to remove structure exposing granular fill consisting of F-M-C sand, trace gravel, little silt, which received a Of Massachusetts. The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/04/2002 Report No. 20 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction smooth bucket finish to densify any disturbed soils. Backfilling of voided excavation was performed using a Cat 436C backhoe, and to place and bucket .compact to resistance previously excavated materials consisting of utilizing 12 inch •lifts which received 4-6 overlapping coverages by a small plate compactor to densify placement. Final 12 inch lift of material consisted of 3/411 to •1 1/2" stone excavated during removal blended with excavated granular fill which was densified by bucket compacting and 6-8 overlapping coverages with a small plate .compactor. Cold patch was applied and densified to permit vehicular traffic (see field sketch #2) . These observations were related to Mr. Cunningham prior to departure. Inspector Premium : Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell �� .Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 0 REMOVE EXISTING 10- PLUG AND IZXB'XI2- TEE LLI CONNECT EXISTING 10- WATER 2 12- (,V M UAIN TO NEW Ir WATER MAIN I 2'XIO'INCREASERI - 12-GV ON CEWrERVILLE-OSTERVILLE SIDE REMOVE COSTING Ir PLUG AND C014NIXT COSTING Ir WATER MARI TO NEW 12' WATER MAIN IIYt�Ir in W4 Ir 4w eriz 6 rdH 12 NSTAR NE-178 MH 659/070 LLI ELECT A APPROXIMATE LIMIT OF`WORK TO BE PERFORMED UN13ER A SEPARATE OFF-SITt imPROvE)AENTS CONTWT IFFE-157.1 24 Z3 AT&T3M &T MH ROV) 'Excavation and (installation of utility duct bank continues APPROXIMATE LIMIT OF TO BE PERFORMED UNDIER A SEPARATE OFF-SI MH 6591010 13 IMPROVEMENTS CONTRACT NSTAR NE-1 7 0 40 so SCALE M FEET UTS5 Richardson Lane Stoneham,MA 02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 2 PROJECT NO: DATE: 04-04-2002 0 -i Ld REMOVE E)(MTR4G 10' PLuC AND IZXB'XI2' TEE M CONNECT E)dSnNG IT wATrR PAIN TO NEW 12'WATER PAIN 77 `7 7 U'XIO'*$CREASER I - 12-OV ON CENIERVILLE-OSTERVILLE SIDE REMOVE E)QSTWG Er PLUG AND CONNECT EXISTING 8- WATER MAIN M NEW 12' WATER MAIN 7 LIN r-0�%r w enz m 691-1 NSTAR NE-1 713 MH 659/070 .�A 2 --k-0,I LLJ ELECT C LLI A < APPROXIMATE LIMIT OF WORK TO BE PERFORMED UNCIER A SEPARATE OFF-SITt IMPROVEMENTS CONTR�CT jt �4,-IIA 24 23 AT&TAH FENL C &T — — — — — —- -- — — — — GAS WCA S Excavation and installation of utility duct bank continues APPROXIMATE LIMIT OF TO BE PERFORMED UNDkR A SEPARATE OFF-" NSTAR NE-17B IMPROVEMENTS CONTRACT MH 6591010 N S .«A. tom! /ff� 0 40 80 SCALE IN FEET UTS5 Richardson Lane Stoneham,MA 02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 2 PROJECT NO: DATE: 04-04-2002 Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 021.80 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/04/2002 Report No. 23 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 260 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 WEATHER: 50 Degrees, Sunny _TIME: 6 : 30 A.M. CONTACT: Craig Williamson Super of hay Construction SUMMARY: The Cape Cod Ready Mix arrived at the site with 7 yards of 3500 PSI grout: The grout was mixed well and thinned to a 9" slump. The 2nd low lift of 12" C.M.U. at column line D at 1-2 and column line 1 at D-F was grouted to the bond beam and all vertically reinforced cells were also grouted. The bond beam was grouted solid and the grout was rodded to achieve full penetration. At the rear elevation of column line A at 2-3.6, the top 4 courses of the C.M.U. were placed and anchor bolts were set in place for the roof plates. At the front elevation of column line F at 2-2.85, the first course of 12" C.M.U. was placed in preparation for the concrete pour. All vertical reinforcements were in place and secured to the concrete footings. The course was then grouted solid as specified. At the front elevation of column line F at 5.4-7.0 an 8" C.M.U. was placed from the 7th course to the bond beam at 1018". The first low lift had previously been grouted and all vertical reinforcements were in place as required. The # 7 reinforcing steel bars were 32" on center and 16" on center 10' from the control joints. Laur type dur-o-wall was placed 16" on center and rapid pvc control joint T's were placed inside the expansion area. The # 7 reinforcing steel bars were placed and adequately lapped at 41 . Double # 6 reinforcing steel bars were placed in the bond beam masonry ties and were placed 16" on center at each column. The columns were coated with Karnak and covered with styrofoam. Type '"S" 1800 PSI mortar with hydrocide powder was mixed on site. Samples of the grout and mortar were fabricated for lab testing. These observations were related to Craig Williamson prior to departure. GENERAL REMARKS: Inspector. Premium Travel Name ' Time Hours Time P. Viscione No Max Day+1 Hrs OT 1 Hr(s) REVIEWED BY: William P. Crabtree � Of Massachusetts. "The Construction Testing People" Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/04/2002 Report No. 23 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Cc: Stop & Shop.Supermarket Co , Attn: Dan Donahue Stop & .Shop Supermarket. Co Attn: Arthur.Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva r F Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/04/2002 Report No. 71 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Clear, 50 degrees .TIME: 7 : 00 AM CONTACT: Craig' Williamson from Kay Construction PURPOSE: Observe earthwork construction I EQUIPMENT: ASV 4810 tracker skid-steer, Cat CB224C twin drum roller, small plate comkpactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Backfilling of installed plumbing and grading of south end of Building "F" sub-slab continued using an ASV 4810 tracked skid-steer to evenly distribute and depress previously placed and compacted sand- gravel base course to the proposed elevation at bottom of slab. Several 10 wheel dumps of offsite reclaimed gravel base material, consisting of F-M-C sand and gravel, trace silt from Lynch pit in Falmouth, were utilized as needed during grading operations. Compaction around plumbing and electrical vertical risers was performed using several overlapping coverages with the small plate compactor to densify placement. Compaction to finish grade was performed by the Cat CB 224C twin drum roller making 4-6 overlapping coverages to dens.ify grade. Backfilling, grading and compaction efforts are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Williamson prior to departure. Inspector Premium Travel Name Time . Hours Time J. Kielty No Max Day+2 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard r - SO L N-24 ni A _ -fr.A PROVYATE Lyi d.110R1(TO BE PEHiVRVD ACONTRACT OIBID) ATER TREATULIIT - ........... ............ ........... 12RA11ao / .. N1:-r PVC ZErInN WASTEWATER MANS N I �.`` , - TREATMENT FACLM Irr •.22.000 CAL.EOUAUZA710N IRIDZRCROUrD 7IKA7fIpR TMef --• D 1 •.TANK!PUMP STATION GEMERATOR AND DIRD91RE VAILILT ..;;' R .....................'-'•''•'• sO D 7RMLRYOt PAD e m I ...� LD - y*°assLRt[oo�NPule n. P! 1-37.50 25 LD I/•000 CAL. ej'J• •»>o YAMAIN AND PROTECT LD SETTLING B-PVC •.b 270S7WC fREA3ERIM- / TAKK *MALL Ir-/!'l�0 NID — AND COIIKCT TD VALVE Y - EXI51W WARM LAME 1e e's — �----- --B's--- REMOVE RELOCATE _ - � HYDRAINIT -29 121 2-r PVC . 12'W �.•/ - -•._-[.-T� .�-... -- '--'—_III» 2DRCE YAMSi- ! BUILDING.7' :»m 1 I _ —1— IT — ! PROPOSED STOP & SHOP SUPERMARKET 1-�'� ' — 1 1'1 I'1 r'1 �Ik rll,� - I; I ;�'1►.ti+az '11;,�1 . _-_—'--u '---' — / iv iTE-63A 37A - ■ ,r 11'1 1 r I,rl i,'h, I:P • I ,I;1 r'r;r <r�' _ c ,/ / /i/i/ . O I , 1'i ... . - .F7.• Y 1 1-61.0G I 1'I:�O '1r1�11- J I'1' 11'1'117 � I w T � / --- ^-- _ _1 1 r,1,r,r,l , D 2' 1! I,I,I,r, L, , U{�J,��'8 WW�- Nrp Iri1L/RARPI DASei l- 'I IB 1 1 1 1 }•� 3• '1'1 11 ��; 1 - ---i 1 5 w"— / 223 CULTFC.UOtS-" 1 ;i;l -ne, 1r IS UNITS Ldf6 '1 Irlr l'1'1 o r -eAA' 1 1 !r 1 I r l l I 1 1' 1 1 111 11 1�11• unn pp�1p� t 1 1 0 'I -NIB 1-6IQ.00 I ■ r, 1 1 I.. ■. I ,1J1) 1'�rfrl I■ ,,i./... 1 h 1 1 ' 1 'i AM-Za It vc I`D I y .ram �,�-/+PT�` �.y '(•+ Q 20 NIB JO•LVL ' --.2KD,' • : 2C ES-27 :lam I 2y .eam I 2"O :slap t ! T 1 3 IV.-34.00 1RAMfQ1IQ1 PAD Y•:: -25 .e. R, 1-61.0o R e In 1 Qe try -un e s T-eo.Bo - I I I asm 'ar� \ 1 y I+ST.rO fsll _ F( I .a10 -n3 4r --"A8'47I-56B0 — tF�____ s :sA.n j. �•..r 0®_NIB - ;CI'S.�'"'^lc 't4A •..� [N '� = 't--- •N I. as =_= J ! h _ E5-22 ;' •i5 — y. - . • VENT ^---�_ — I ■ o ■I ------- —1 r 1 7 •A.c - r (� l nl('. ( Q .141° ••f:" ,( I— Lu .tll 14 -30 -Km r1'' !'';' 3 "1✓ , � -'� I II I liD .me 1 :»11EL RESERVE ' t� I eo.Tz I tkCHW AREA ( b ' Y:� .l_I..•.. 1 `y RESER S.'.�..,;c..f_'..,,,`rcr+./yve.3� t II i LEAOWD AAFAVE t -- - ...• _ 1 - Ic 30'D t• / �,p'D Ci • C n Ji '� '-� e-n 6'M • 1 t-26 pproximate limit of -_ 6'3--- -- Leo- ----- _°�R( ) S--- ---a -—-—-—-- A — 0 — ,� -;--� — plumbing backfilling nd slab base course- �� A • grading continued. 12` e � :.L. JI � ■ r-ew -w+ -20 F7E 2 ,r -67.7 ' iDr TEE • 10 .•n�lA ) ( I_Ir sv i UTS Sto ehamSMA02180 PROJECT:NO p �` Shop Cotuit Landing DDRAWN BY: John ATE: 04 04 2002 Kielty FIELD SKETCH WEST I T�` '": - IQf�Nhassacl 'usetfs 'The C®:nst00614an'-Te:s, ing P;eop'Ie' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report'Date 04/04/2002 Report No. 21 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store. #66 - Cotuit, MA 200 Main Street Contractor ` . Kay Construction Corp Hyannis, MA 02601 .WEATHER: .TIME: 4 CONTACT: SUMMARY: Transported 3 sets of 12" blocks cast on 04/01/02 to the lab for testing. GENERAL REMARKS: Ins�ctor. ° � z rZ Pr mi m ' �'�'ff ;%v wy Travel '.-T�4 `, Time Hours .ti ti a ,. me W. Silva No REVIEWED BY: William P. Crabtree 40 � cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket'Co Attn: Arthur Joubert - Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen-Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva 0Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/04/2002 Report No. 45 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 i Concrete CO. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE.STREN'.'GTH TESTS DONE ACCORDING TO ASTM: C-�9 CLASS CONCRETE: 3000# 3/411 TNo. Of Sets: .8 CUBIC YARDS: 319 SET 1 LOCATION: Slab On Grade Column Line B at 3 Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 42 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 73 S652 6 x 12 28.27 Good 04/04/2002 1 04/11/2002 7 83,000 2,940 3 Truck No. 64 S653 6 x 12 28.27 1 Good 04/04/2002 1 05/02/2002 28 117,000 4,140 1 9 1 Ticket NO. 19580 S654 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 1110,000 3,890 1 4 Time 8:15 5655 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 116,000 4,100 4 Unit Wt Ibs/cu ft - Air Content(% SET 2 LOCATION: Slab On Grade Column Line B.5 at 4 Total Unit Slump(in.) 4 Lab Size 'Area Date Date Age Load Load Fracture Air Temp.(F.) 44 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 66 S732 6 x 12 28.27 Good 04/04/2002 64/11/2002 7 78,000 2,760 3 Truck No. 61 S733 6 x 12 28.27 1 Good 1 04/04/2002 1 05/02/2002 1 28 1 121,000 1 4,280 3 Ticket NO. 19584 S734 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 124,000 4,390 3 Time 9:15 S735 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 121,000 4,280 9 Unit Wt Ibs/cu ft Air Content(% SET 3 LOCATION: Slab On Grade Column Line C at 4.3 Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load ' Load Fracture Air Temp.(F.) 45 No. (in.) (sq.,in.) Condition Cast Tested 7 Days (Ibs.) (psi.) Type Conc Temp(F) 69 S672 6 x 12 28.27 Good 04/04/2002 04/11/2002 7 86,000 3,040 3 Truck No. 58 S673 6 x 12 28.27 1 Good 04/04/2002 05/02/2002 28 1 115,000 4,070 1 4 Ticket No. 19588 S674 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 109,000 3,860 4 Time 9:55 S675 • 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 117,000 4,140 4 Unit Wt Ibs/cu ft Air Content(% SET 4 LOCATION: Slab On Grade Column' Line D.3 at 3.2 � Of Massachusetts -The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/04/2002 Report No. 45 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix 4 e: 40 ` as .0 1 a 6-4-Total -it Unit -fa a'� Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 44 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 67 S668 6 x 12 28.27 Good 04/04/2002 04/11/2002 7 88,000 3,110 3 Truck No. 66 S669 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 124,000 4,390 3 Ticket NO. 19595 S670 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 125,000 4,420 3 Time 10:55 S671 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 119,000 4,210 4 Unit Wt Ibs/cu ft Air Content(% SET 5 LOCATION: Slab On Grade Column Line B.3-E at E.5 Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 45 No. (in.) (sq. in.) Condition Cast . Tested Days' (Ibs.) (psi.) Type Conc Temp(F) 67 S728 6 x 12 28.27 Good 04/04/2002 04/11/2002 7 75,000 2,650 3 Truck No. 60 S729 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 113,000 4,000 4 Ticket No. 19601 S730 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 102,000 3,610 9 Time 11:4 0 S731 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 108,000 3,820 3 Unit Wt Ibs/cu ft Air Content(% SET 6 LOCATION: Slab On Grade Column Line B.5 at E.3 Total Unit Slump(in.) 3 1/2 'Labzy .. Sizes„ +,,Area, - •Date Age Load Load Fracture Air Temp.(F.) 50 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 70 S656 6 x 12 28.27 Good 04/04/2002 04/11/2002 7 85,000 3,010 2 Truck No. 55 S657 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 123,000 4,350 3 Ticket No. 19605 S658 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 130,000 4,600 3 Time 12:00 S659 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 120,000 4,240 3 Unit Wt Ibs/cu ft Air Content(% SET 7 LOCATION: Slab On Grade Column Line G at 4 Total Unit Slump(in.) 4 1/2 Lab y Size Area 'Date Date Age .Load Load Fracture Air Temp. (F.) 50 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 69 S664 6 x 12 28.27 Good 04/04/2002 04/11/2002 7 90,000 3,180 2 Truck No. 69 S665 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 125,000 4,420 3 Ticket NO. 19610 S666 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 120,000 4,240 3 Time 1:00 S667 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 116,000 4,100 4 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: * Pump Mix, Fibermesh and 1% Polarset. � Of Massachusifts. 'The Construction Testing People' Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/04/2002 Report No. 45 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix .Inspector'� k. �� -.',:�i=�r'eni unrir��`�o z��s ... �?� v1 r vei�.�" ��`� �W$� Name 'Time Hours Time' Al Sharpe No Max Day+2 Hrs OT 1 Hr(s) D. Minasian No Max Day+2 Hrs OT 1 Hr(s) C. DiNitto No Max Day+2 Hrs OT 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Ihc. Attn: Jay Pleva � Of Massachusetts. 'The .Construction Testing P'6*01 ' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/04/2002 Report No. 46 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street . Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix .ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# .3/4" * I No. Of Sets: 8 CUBIC YARDS: 319 SET 1 LOCATION: Slab On Grade Column Line H at 3 Total . . Unit Slump(in.) 3 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 50 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) '(psi.) Type Conc Temp(F) 71 S660 6 x 12 28.21 Good 04/04/2002 04/11/2002 7 89,000 3,150 3 Truck No. 63 S661 6 x 12 28.27 Good 04/04/2002 05/02/2002 28 124,000 4,390 2 Ticket NO. 19614 S662 6 x 12 28.27 Good 04/04/2002 1 05/02/2002 28 120,000 1 4,240 3 Time 1:45 S663 6 x 12 28.27 Good 04/04/2002 1 05/02/2002 1 28 1115,000 1 4,070 4 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Pump Mix, Fibermesh and 1% Polarset. Inspector Premium Travel Name Time Hours Time Al Sharpe No D. Minasian No C. DiNitto No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar Cc: Stop & Shop Supermarket Co Attn: Dan Donahue i Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/04/2002 Report No.` 21 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete CO. Onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type 'IS" 1.800 PSI No. Of Sets: 3 SET 1 LOCATION: Wall: Rear Elevation Column Line A at 2-3.60 Top 4 Courses C.M.U. Total Unit Air Temp.(F.) 50 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 S565 2 x 2 x 2 4.00 Good 04/04/2002 04/11/2002 7 3,800 950 5566 2 x 2 x 2 1 4.00 1 Good 1 04/04/2002 05/02/2002 1 28 1 9,300 2,330 5567 2 x 2 x 2 4.00 Good 04/04/2002 05/02/2002 28 9,600 2,400 SET 2 LOCATION: Wall: Front Elevation Column Line F at 5.4-7.0, 6" C.M.U. 7th-12th Course Total Unit Air Temp. (F.) 53 Lab Size Area Date Date Age Load Load Mortar Temp(F) 52 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 12:00 S568 2 x 2 x 2 4.00 Good 04/04/2002 04/11/2002 7 4,100 1,030 S569 2 x 2 x 2 1 4.00 1 Good 04/04/2002 05/02/2002 1 28 1 10,000 2,500 S570 2 x 2 x 2 4.00 Good 1 04/04/2002 05/02/2002 1 28 1 10,900t,600 • SET 3 LOCATION: Wall: Front Elevation Column Line F at 5.4-7.0, 6" C.M.U. 12th-16th Course Total Unit Air Temp. (F.) 55 Lab Size Area Date Date Age Load Load Mortar Temp(F) 54 No. (in.) (sq. in.) _ Condition Cast Tested Days (lbs.) (psi.) Time 3:00 S571 2 x 2 x 2 4.00 Good 04/04/2002 04/11/2002 7 4,000 1,000 S572 2 x 2 x 2 1 4.00 Good 1 04/04/2002 05/02/2002 1 28 1 10,000 1 2,500 i S573 2 x 2 x 2 4.00 Good 1 04/04/2002 05/02/2002 1 28 1 9,300 1 2,330 GENERAL REMARKS: Inspector 'Premium Travel Name Time Hours Time P. Viscione No Of Massachusetts_ 'The Con sttuction 'Testing People" Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/04/2002 Report No. 21 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete CO. Onsite Mix REVIEWED BY:. 'Steven` T. Ci abtree. ,. CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva � Of Massachusetts. The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout 'Report Date 04/04/2002 Report No. 14 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 ,ALL COMPRESSIVE STRENGTH TESTSYDONE ACCG"RDING TO ASTM: C=39 C .617 CLASS GROUT: 3500# Grout No. Of Sets: 1 SET 1 LOCATION: Wall left elevation column line 151-2 and column line 1D-F second low lift to bond beam. Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 51 No. (in.) (sq. in.) Condition Cast' Tested.. Days (Ibs.) (psi.) Grout Temp(F.) 74 S608 3 x 3 x 6 9.00 Good 04/04/2002 04/11/2002 7 31,000 3,440 Truck No. 58 S609 3 x 3 x 6 9.00 Good 04/04/2002 05/02/2002 28 46,000 5,110 Ticket No. 161252 S610 3 x 3 x 6 9.00 Good 04/04/2002 05/02/2002 28 45,000 5,000 Time 10:00 S611 3 x 3 x 6 9.00 Good 04/04/2002 05/02/2002 28 48,000 5,330 GENERAL REMARKS: Inspector. Premium F� Travel, Name Time Hours Time P. viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 04/03/2002 Report No. 13 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, ; MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500# grout I No. Of Sets: 1 SET 1 LOCATION: Wall: 2" C.M.U. rear elevation column line A, 2 to 3.6, 4th low lift to second bond beam, column line 2, A to D, top 3 courses, D at 1 to 2, 1 at D to F, first low lift. ' Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 63 No. . (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 74 S616 3 x 3 x 6 9.00 Good 04/03/2002 04/10/2002 7 25,500 2,830, Truck No. 65 S617 3 x 3 x 6 9.00 1 Good 1 04/03/2002 1 05/01/2002 28 Ticket No. 1195552 S618 3 x 3 x 6 9.00 Good 04/03/2002 05/01/2002 28 1 Time 12:00 S619 3 x 3 x 6 9.00 Good 04/03/2002 05/01/2002 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree +� 4 CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Q Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/03/2002 Report No. 22 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix ALL`FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type "s" 1800 PSI I No. Of Sets: 4 SET 1LOCATION: wall: Left Elevation 12" C.M.U. Column Line D at 1-2; 1 at D-F, 1st 5 Courses Total Unit Air Temp. (F.) 52 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 T025 2 x 2 x 2 4.00 Good 04/03/2002 04/10/2002 7 4,000 1,000 T026 2 x 2 x 2 1 4.00 Good 1 04/03/2002 05/01/2002 1 28 T027 2 x 2 x 2 4.00 1 Good 1 04/03/2002 05/01/2002 1 28 SET 2 LOCATION: wall: Left Elevation 12" C.M. U. Column Line D at 1-2; 1 at D-F, 6th-10th Courses Total Unit Air Temp. (F.) 57 Lab Size Area Date Date Age Load Load Mortar Temp(F) 54 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) .(psi.) Time 11:00 S981 2 x 2 x 2 4.00 Good 04/03/2002 04/10/2002 7 4,200 1,050 S982 2 x 2 x 2 4.00 Good 1 04/03/2002 05/01/2002 1 28 S983 1 2 x 2 x 2 4.00 Good 04/03/2002 1 05/01/2002 28 :J SET 3 LOCATION: Wall: Left Elevation 12" C.M.U. Column Line D at 1-2; 1 at D-F, 11th-14th Courses Total Unit Air Temp.(F.) 60 Lab Size Area Date Date Age Load Load Mortar Temp(F) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 1:00 S978 2 x 2 x 2 4.00 Good 04/03/2002 04/10/2002 7 4,400 1,100 S979 2 x 2 x 2 4.00 Goo 1 04/03/2002 05/01/2002 1 28 S980 2 x 2 x 2 4.00 Good 1 04/03/2002 05/01/2002 1 28 4 r SET 4 LOCATION: wall: Left Elevation 12" C.M.U. Column Line D at 1-2; .1 at D-F, 15th-19th Courses Total Unit Air Temp. (F.) 60 Lab Size Area Date Date Age Load Load Mortar Temp(F) 56 No. (in.) (sq. in.) Condition Cast Tested . Days (lbs.) (psi.) Time 3:00 T022 2 x 2 x 2 4.00 Good 04/03/2002 04/10/2002 7 4,300 1,080 T023 2 x 2 x 2 4.00 Good 04/03/2002 05/01/2002 28 T024 2 x 2 x 2 4.00 Good 04/03/2002 05/01/2002 28 Of Massachusetts The Construction Testing Peo te' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/03/2002 Report No. 22 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA . 200 Main Street Contractor Kay Construction Corp Hyannis,- MA 02601 r Concrete Co. onsite Mix -GENERAL REMARKS: . Inspector Premium Travel Name Time Hours Time " P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva I pf:IlAasac-fiusetts dAStruct.j. n Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/03/2002 Report No. 6 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop &,Shop Landing Retail G - Cotuit M y,. 20.0 Main Street. Hyannis:, MA 02601 Contractor Kay Construction WEATHER: ',Cl`quds/windy., 60 degrees CONTACT. :Bob Curinin` ham' f grom'Kay Construction :;# .. ' -PURPOSE: Observe earthwork construction EQUIPMENT: Cat 320B excavator, 10 wheel dumps TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ® Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: The following was observed: i Excavation to bottom of treatment tank elevation continued using Cat 320B 'excavator to the proposed elevations exposing natural sand", deposits., 'which received a smooth bucket finish to densify disturbed soils. Excess onsite sand deposits removed during the excavation were transported off.-site utilizing 10 wheel dumps. Excavation efforts are ongoing.. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. filn5 ectOG'hk tir :.. kr '{`Y ,v'- a ,:'�;"' ' "T• '� } -.:+ .,c•,s �mt.. i a P� Names ✓ e w' .a "r" IR1e 3 OufS* .t t6a5.•«�l . Pi TIIT1ef &17e J. Kielty No REVIEWED BY: Chuck Fraser CC `rStop &-Shop Supermarket Attn: Dan Donahue " Stop & •Shop Supermarket Attn: Arthur Joubert ' Kay Construction Corporation Attn: Michael Collentro 'Landry 'A`rchitects Attn: Dave Campbell VanasseHangen Brustlin, Inc. Attn: 'Steve Chouinard t APROXIMATE .LIMIT OF WORK TO BE PERFO WED UNDER A SEPARATE WASTEWATER TREATMENT FACKM CONTRACT (HOLD) (SEE REFERENCE DRAMANG C-16) '�. `2—A- PVC ' R-w�1 F MAINS 1:5:� �-,� wa AT 2ZOOD GAL. EQUAUZAMON 1 'TREATMENT FACL" "-•. TANK PUMP STATION UNDERGROUND TREATMENT TANK _ GENERATOR AND ENCLOSURE VAULT • •.- TRANSFORMER PAD • /� "� �� PRESSURE DOSING •- �� 1 STATION UMTN PUMP! -UGE/T �' -28 -629 } 11,000 GAL. =$s a SETTLING 6"PVC TANK- 80 • - Y t VALVE #tANH Excavation to bottom y o 2-2" PVC f treatment tank a -12"W /�MM ........ continues r Rchardson NAME: Stop & Shop Building "G" DRAWN BY: John Kielty UT�7 am, ,e FIELD SKETCH BLDG "G1' °PROJECT NO. DATE: 04-03-02 Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/03/2002 Report No. 24 Job Number 7465 Barnstable Building Department 'Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy/windy, 60 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 950G loader, Zip-It AZ480 asphalt zipper, Cat 140G grader, Hypac C850B single drum vibratory roller TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Grading of retail parking entrance subgrade and pavement base course began this date. Pulverization of existing bituminous concrete pavement was performed where it existed using a Zip-It AZ480 asphalt zipper attached to Cat 950G loader to cut and grind bituminous concrete in place. A Cat 140G grader was utilized to expose existing compacted subgrade to the proposed elevations. Reclaimed bituminous concrete was blended with existing granular subgrade for re-use as reclaimed pavement base course. Compaction of subgrade began using the Hypac C850B single drum vibratory roller making 6-8 overlapping coverages to provide a dense stable surface. Grading, distribution and compaction of reclaimed pavement base is ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours'. Time ' J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 1St�3 H�13yiS a�31� zooz-co-vo :31da :ON 1�3f O?�d oB�Zodw'weuauoiS sin , Ojai){ uyor :AS NMVH(3 Miome4!S ppU dogs doffs :3WdN 80f e'enu-,P,,4",ag I 01 -9N � f _ — t�Illp _ ---fib- •. � "^w.r" � �..�•••'L.. ........_ .... �.y _ .._—_ a[YY aw 0 D tg3Y '•ti. l'rl. .v.i.vT101D- li t! { ■6,S ILI In ■ ` �L'L9 VII Ot � AlrUr 'uoi;oedwoo pue 6UIpeib 'UOl;eneOxa� S B asinoo aseq juawaned Ti Iw: ;' , eaje 6uiMied pelaa----- ---- -- ■ - '----- = -- w - ,5_.7.. MMrl T Qw m ONUS013 it (w2AU) T. L . •- .l llr rP A O �__ I ra- r 01 was"omlam !n I WEWGSM '+ "1 �• 1��loYa y.. In •-vFOP '� r� -n .+, <: s 1 t .tLr.oa , �. n 1 ••�� I 1, "� j • ` i wn_ wAcrn • .»crr. mr• ■ bansn ` o , \ '� I ), e9l yp� l5. 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I I W I� 1 Ir- / 3 f if 1 ` � 1 ,� / •///i I' +i �I t'1'1 I ,I � 1 0 .t .s w - 1 ' � // i// i ,, o. _ _.-- fi -- I'1'Ilrlul n '1'I'r � ■ Y �■ trlmtaYlats I .t� ' f, J`�\Y^i' � 'rf � 6A.'i'l�' •II J�n•.• — __``� f_,_'�r zt �i 3Lr90rL1 +l•• a ., 3 :! �_'1-�'v. = 7a t_..� :A�� I _ - _ - _ _ _ t. ,_, ]d)d.Zl 'C'.. 1 `.-/` 1 Y�r .-Z _�-`:✓•.",�'' 'f. 1NVWAN t1N1.50r3 -•sue-- ` - r !C. •%//'% •r'.' ` sr,_ �• ` .. _ .'�`-' _h' -s- _ ., i+%^ .vt-.Zl 7lrlsm p _ '$ �.%rmlinLmr".3e of �' .`r-�'` �1 - �. •_ -11_-� ice% / �'`_. �•'s.r_-_:` _ _`- ., ":.'•• .�- '- �n unnW� 1. avYt xrAn amtsoa /.� ./% r•►Dlus o _;--,r:. .`r,� 1 113LpYA•.�P .".• L17taYa olll mrlNr/" `�```• �•�C/p/'/�� `•� IZ 01116Y11 .__.��_.-�_ .._.. _ r i•^Ti rI- mw- ` i' / - Vs �/ (�=•r — Im- i e - SdWW 111111 Nalrls 1 ,1, w�� ibNt1C OmlSIK7 OZ-87 Cy C K � mawo orp'■ r j Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/04/2002 Report No. 25 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 50 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 950G loader, Cat 140G grader, Hypac C850B single drum vibratory roller, Hypac C766B, Dresser S4-6B twin drum rollers, Cat AP1055B paver screed, Cat 930L excavator, Cat 436C backhoe TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of 12" water line was performed using a Cat 930L excavator to the proposed elevations exposing natural sand deposits which received a smooth bucket finish to densify disturbed soils. Upon installation of pipe, a single lift of excavated materials was placed and bucket compacted using the Cat 930L excavator followed by subsequent lifts of 12"-18", placed and bucket compacted by backdragging with a Cat 436C backhoe and a Cat 95OG loader prior to a Hypac C850B single drum vibratory roller making 4-6 overlapping passes to densify placement. Grading of retail parking entrance gravel base course continued (west of retail building "B") using a Cat 140G grader to evenly distribute and backdrag offsite gravel base, consisting of F-M-C sand and gravel, trace silt (where required) from Lynch Pit in Falmouth, and reclaimed pavement base. Compaction was performed using a Hypac C850B single drum vibratory roller making 6-8 overlapping coverages to densify placement and provide uniform base for paving. An area approximately 61x8' was removed and replaced with clean fill to a depth of approximately 12" as surface pumping was observed. Area was then re-compacted using the Hypac C850B single drum vibratory roller making several overlapping coverages prior to placement of bituminous concrete. A site sketch .is enclosed for review. These observations were related to Mr. Cunningham prior to departure. � Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/04/2002 Report No. 25 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 0 . 260 Main Street Hyannis, MA 02601 Contractor Kay Construction Inspector. .+ = Premium A 'o Travel ..3` Name Time *Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermatket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard , i, , 21 CB-20 MAWAN AND PROTECT 34 MTNO SMVICES STATION IM PJWP 28 MANNITAM AND PROTECT 0ZT0 LEAI;4 9M.. Z DIISTINIG CREASE TRAP It— 77-* 38 IV W WAIPNU�p. IMSTAL T7-45'DENO 12 Z. AND CONNECT 71D ...... VALVE M At RELOCATE -ws— nbiq HYDRANT 1T2;PF.)nPe -7- DQ% RMOCATE HYDRANT L 111101b"UP"Fol un r 2 wc 4 \--UA&WffAIN AND PROTECT PRO T EmSnmo RECONNIEC7 Witot oOwEcnoN CTIONS C84TER -3 TC ---- -- r NECON = SEWat I RETAL A AN AND PROTECT cps I" GAS AND CAB O`1=0�4 -w L't 4JD "ONNE oI , E4D M RY LE Bituminous A TO PRQWLV,CfAMe?).S M- concrete sample - T-1 - location#1 --ffm , ■ OL7 :43.76 C" GRF IWD WIG, w- ILI -14 :Retail parking area RESEM r pavement base course AND Xt"AREA 4'; %., 1 Z' [.6190 It AREA %Ecavation, grading "-- %N IM GAS" -P AU UK ------- Tr)'�,and compaction. ----------- AT S- —-—-—-—-—--- --—-—- -—-—-- GEMN 904-10 RETAIL a to YM A TAN AAV E- IPML A nizRTwo ows 7 . . . :� V "' I FFE 57. ■ Excavation and 24 FNq installation of 12" pipe. 12 Bituminous ' CC IOkV • 1 concrete sampleW MAW Mr... LRUTY location#2 5 Richardson Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John Kielty FIELD MA 02180 PROJECT NO: DATE: 04-04-2002 FIELD SKETCH EAST Of Massachusetts, 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/03/2002 Report No. 19 Barnstable Building Department Job Number 7466 Attn: Michael .Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA .200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy/windy, 60 degrees TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10 wheel dumps, (2) Cat 436C backhoes, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of utility structures and duct banks was performed along south side of RTE 28 using a Cat 436C backhoe to the proposed elevation at bottom of structures, exposing natural sand deposits consisting of F-M-C sand, trace gravel, little silt, which received a smooth bucket finish to densify any disturbed soils. Structures were placed on a 12 inch bed of 3/4" stone from Lynch pit in Falmouth. Backfilling over concrete encased duct banks (and around structures) was performed using a Cat 436C backhoe. Cat 436C backhoe was also used to place and bucket compact to resistance previously excavated materials consisting of F-M-C sand, trace gravel, little silt, utilizing 12 inch lifts which -received 4-6 overlapping coverages from a small plate compactor to densify placement. Two field sketches are enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 0 Ld REMME MSTING 10' PLUG AND TEE M CONNECT VOSTING 10' WATER 2 12- GV MAIN TONEW 12' WATER MAIN LLL U 12'XI0*INCREASER 1 I — 12'CV ON i CENTEIMIE—OSTERVILLE SIDE ------ REIAOVE DOSTING Er PLUG ANO CONNECT CaSlING 3' WATER MAIN M NEW 12' WATER MAIN 2—W OV eriz NSTAR NE-178 MH 6591070 LLI ELECT C -- — — — — — — — — — — — — — — — — LJ < APPROXIMATE LIMIT OF(WORK TO BE PERFORMED UNDER A SEPARATE OFF—Slit IMPROVEMENTS CONTR�CT to -11A J, 24 U AT&T MH FETAL C E... ....... .. ..... 2P — — — — —— — — 'GAS s Excavation and installation of utility (duct bank and IT OF - ED UNDkR ructures NSTAR 7 OFF—Si7t NSTAR NE-1-NE-1 513&NE-1 3 4TS CONTRACT MH 659/010 N IMP. 0 40 so SCALE tN UTS5 Richardson Lane Stoneham,MA 02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 2 PROJECT NO: q q-&L DATE: 04-03-2002 UTKJTY PLAN EX18'�T��N�Q■��A•�AI.1111L,RIE$ -•� MAIL M�li�It M AERIAL �tt1t r`.I7�_ A. 1V 1 \ , r STA. 1 8+M q} + •fit'• , ..S°) 4' � WA ,4 + `6) V PVC VMZON .A r,tt .i ,✓,i::N,ai/ 1 _.. .. 1E-....•............ .: _.... - �,� 194 Excavation and installation of utility ' ; ;,•1r•+.►'':��.�!>::'.::'-•+�i�i , structures continues ,i•,H'i j d /.'!tsht ,y.••n:�x.:�....,.•.......... ...•......._ . :I'??•,,:v..,...••.._-... .........�....... ..... :��.-... ......._...... ... ..._.... .......... ,1 .W", A Nef ,r.l'Y.%jal .J ..«...... •. ....•.......•.••w ..... .... � _ �.f. ... ...mow .. ••yR�........... fi ..�• .. ..�. •�.-� •a,. - -" r, •:::o+t{` •�-.... .ram".....'....._. �..�::1,;`....,._.,............,....... i.%::' .�._•.._._aoila�ayn'•:r!.Y: 'v.' _ ':" •'4`q'YI'' 1 l...... ....._.,.-. TRENCH ORM NEW TRENICH .:'1nt��1>'•`:w 1 S � yvii - ..w. _ .....� - s�S .:A.�. 4: � Vic: ._.. .-....,.. . ..........--4'.. ,.,' i mow.•"••• ;• CATION 001) V TS 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 04-03-02 ;� Stoneham,MA 02180 PROJECT NO. �- FIELD SKETCH 2 of 2 f assif6fi'usetfis x t��'The :C:�.nstruction Test�ing P-:eop;l:e' }: Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/03/2002 Report No. 22 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project stop & Shop Store #66 - cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis MA 02601', ,WEATHER: :Partly su-nny,� 50 's ✓.TIME:" 6: 30`-AM CONTACT: .Craig Williamson from Kay Construction SUMMARY: The placement and grouting of,CMU,walls continued at the rear and left elevation. At the left elevation, column lines D 1-2 and I D-F, 12 inch CMU were placed from the first course to the bond beam. A door frame was set- in place and plumbed level. . Flashing was placed throughout as required. Weep slots were provided 4' on center; #7 vertical reinforcement was in place secured to the foundation footing 32" on center, 16" on center from the ends of the wall and one on each .side of the control joints. Rapid P.V.C. control joint tees were placed inside the expansion area. Masonry ties were placed 16" on center at each column. The columns were coated with Karnak #100 asphalt emulsion and covered with styrofoam. Double #6 rebars were placed inside the bond beam. Openings were provided for the windows and lintels were placed .on the top. Ladur type Durowall was placed 16" on center. Cape Cod Ready Mix arrived at the site with 9 yards of 3500 PSI grout. The grout was mixed well and thinned to a 9" slump. The top 3 courses of CMU at column lines 2'A-D were grouted solid. The 4th low lift of 12" CMU at column lines A 2-3.6 was grouted. All vertically reinforced cells were grouted. The bond beam was grouted solid. The grout was rodded to achieve full penetration. Type S mortar was mixed on site. Hydrocide powder was added to each batch mixed. Samples ofthe mortar and grout were obtained for lab testing. These observations were related to Mr. Williamson prior to departure. GENERAL REMARKS: Inspectors , H $ ' Premium .; x � :>, , r, „ g ,m 'firauef Namee ,w P. Viscione No Max Day+1 Hrs OT 1 Hr(s) -REVIEWED BY: William P. Crabtree wT Y. Of Wissad usiAft 'Te C:o.nstruction Testing P:eop'Ie' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 04/03/2002 Report No. 2 2 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, , MA 02601 cc: .Stop & Shop Supermarkets Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva I f:Massachusetts: 'The C®nstlrucfiion Testing People' y Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date . 04/03/2002 Report No. 70 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER. Clouds/windy, 60 degrees .TIME 7 01,AM CONTACT: Craig Williamson from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: ASV 4810 tracked skid-steer., Cat .CB224-C' twin drum roller, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ® Inspector ❑ Staff Engineer ❑ Engineer 3 e✓ ximum� N RIF ' `'4`rSf la 28 p4 k`�y� ' r ufa ` - �`�"* ^ n, 7 ^` d r%: r.. •. No ; Moisture ;'Via- X Density„ Density„; �Compactionr aLocat�on3 �, Feet) 1 11.1 128.9 127.9 99.2 See sketchy Bottom of slab 2 9.9 128.9 126.8 98.9 3 11.1 128.9 128.1 99.9 ' OBSERVATIONS: Backfilling of installed plumbing and grading of south end of Building "F"' sub-slab was performed using an ASV 4810 tracked skid-steer to evenly distribute and depress previously placed and compacted sand- gravel base course to the proposed, elevation at bottom of slab. Several 10-wheel dumps` of offsite reclaimed gravel base material, consisting of F-M-C sand and gravel, trace silt from Lynch pit in Falmouth, was utilized as needed during grading operations. ,. Compaction around plumbing vertical risers was performed using a small plate compactor to make several overlapping coverages to densify placement. Compaction to finish ,grade was .performed by the Cat CB 224-C, twin drum roller making 4-6 overlapping coverages"to densify grade. 'Backfilling, grading and compaction efforts are ongoing. Three,fieId ,density tests were performed at previously placed and compacted slab base course using the sand cone method according to ASTM D1556. Test results exceeded 95% of the modified proctor ASTM D1557. -A field sketch is enclosed for review. These observations were related to Mr. Williamson prior to departure. �f�M as�ach'usetfis "T.h:e t nstruction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/03/2002 Report No. 70 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - cotuit, mA 200 Main Street :Hyannis, MA 02601 Contractor Kay Construction Corp x Travel tNa pector Premium mee ,e skiKielty No Max Day+1 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue'. Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard } .24 / �N/ _1r.A AMXIMATE LIMIT Or,TORN To aE peRrOR&M SEPARATE WASTEWATER 7REATM0,j7 CONTRACT(I1VLO) DRAWWO C-16) 2-Y PVC MANS Z94ON WASTEWATER IL 7RFACLIT Y _4=1 PE.USZA'DN EAM0rT T.V GENERATOR AID 00CLO_qURE VAULT ............... YRNOW'ORMER PAD PRESaw DOSINC to STA700 IM PLIM 9 1-3 Vor/7 29 -9L.W ! i•/ to 11,000 DAL MAPFTAN AND PROTECT T,Mx to SET7LRJG- 6*PVC 00STING CREASE TRAP 1 r INSTALL 17*-43*WID 0+ - AND CONNECT TO VE M -29 VE MAWCM__ IIZ VANE EXISTWO WATER LINE FM-1�4 UV 12' RELOCATE T Ir /; / aBUILDING FORCE MANS OF PROPOSED STOP & SHOP SUPERMARKET 1-58.00 FM-63.0 Is _AQ TXATrN HASN Field density test#1 .-,----Field density test#3 LIMITS LOW 1-61.00-/ •Elev.: B.O.S. Elev.: B.O.S. k r-sand-gravel base sand-gravel base # compaction: 99.4% 4: 14, compaction: 99.2% 71..i. m. .z •<,4 t?_ft I I . I 1 —2 D` 24-0 24-0 V4. tw;j • Tr LM G'DA 25 • ED T Field density test#2 1 TRANSFORMER PAD 54.00 " ' ': Elev.: B.O.S. it r. II . 13 t-etoo' sand-gravel base 6 Into ;7-zt IC-3 0"w compaction: 98.4% --1 1-61.00 1 rN Zoo- === VMT 1 -30 U 12 Uj -617 14 RESERVE RE NO AA . .. LEACHING AREA to zi- ■ T 30'D WID C ZI erw( _t__ —_ z---—-—-—-- "pproximate limit of plumbing backfilling pl umbing slab base course IN grading FR. FIETAL 2D 7 L_" 12 10 11A FIFE-67.7 :0 MZ'Ta;) ir cv 5:-z7----L o. is S qFQ 5 RIchardson Lane PROJECT-NO p & Shop Cotuit Landing ieltyStoneham,MA02180 : DATE: 04-03-2002UTSFIELD SKETCH WEST . � Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 04/03/2002 Report No. 13 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp i . Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500# grout: - No. Of Sets: 1 SET 1 LOCATION: Wall: 2" C.M.U. rear elevation column line A, 2 to 3.6, 4th low lift to second bond beam, column line 2, A to D, top 3 courses, D at 1 to 2, 1 at D to F, first low lift. Total `` Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 63 No. (in.) (sq. in.) Condition Cast Tested Days fibs.) (psi.) Grout Temp(F.) 74 S616 3 x 3 x 6 9.00 Good 04/03/2002 04/10/2002 7 25,500 2,830 Truck No. 65 S617 3 x 3 x 6 9.00 Good 1 04/03/2002 1 05/01/2002 28 57,500 6,390 Ticket No. 195552 S618 3 x 3 x 6 9.00 Good 04/03/2002 05/01/2002 28 56,000 6,220 Time 12:00 . S619 3 x 3 x 6 9.00 Good 04/03/2002 05/01/2002 28 55,000 6,110 GENERAL REMARKS: Inspector Premium Travel, Name Time Hours , Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva F Y Of Massachusetts 'The Construction Testing People' io Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/03/2002 Report No. 22 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete CO. Onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type 'IS" 1800 PSI , No. Of Sets: 4 SET 1 LOCATION: Wall: Left Elevation 121, C.M.U. Column Line D at 1-2; 1 at D-F, 1st 5 Courses Total Unit Air Temp.(F.) 52 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 T025 2 x 2 x 2 4.00 Good 04/03/2002 04/10/2002 7 4,000 1,000 T026 2 x 2 x 2 4.00 Good 1 04/03/2002 1 05/01/2002 28 8,100 2,030 T027 2 x 2 x 2 4.00 Good 04/03/2002 05/01/2002 28 8,000 2,000 SET 2 LOCATION: Wall: Left Elevation 12" C.M. U. Column Line D at 1-2; 1 at D-F, 6th-10th Courses Total Unit Air Temp.(F.) 57 Lab Size Area Date Date Age Load Load Mortar Temp(F) 54 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:00 S981 2 x 2 x 2 4.00 Good 04/03/2002 04/10/2002 7 4,200 1,050 S982 2 x 2 x 2 4.00 Good 1 04/03/2002 1 05/01/2002 1 28 9,000 2,250 S983 2 x 2 x 2 4.00 Good 04/03/2002 05/01/2002 28 9,100 2,280 SET 3 LOCATION: Wall: Left.Elevation 12" C.M.U. Column Line D at 1-2; 1 at D-F, 11th-14th Courses Total Unit Air Temp.(F.) 60 Lab Size Area Date Date Age Load toad Mortar Temp(F) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 1:00 S978 2 x 2 x 2 4.00 Good 04/03/2002 04/10/2002 7 4,400 1,100 S979 2 x 2 x 2 1 4.00 1 Good 04/03/2002 1 05/01/2002 1 28 9,200 2,300 S980 2 x 2 x 2 4.00 Good 04/03/2002 05/01/2002 28 9,400 2,350 SET 4 LOCATION: Wall: Left Elevation 12" C.M.U. Column Line D at 1-2; 1 at D-F, 15th-19th Courses Total Unit Air Temp.(F.) 60 Lab sa Size Area Date Date Age Load Load Mortar Temp(F) 56 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:00 T022 2 x 2 x 2 4.00 Good 04/03/2002 04/10/2002 7 4,300 1,080 T023 2 x 2 x 2 4.00 Good 04/03/2002 05/01/2002 28 8,300 2,010 T024 2 x 2 x 2 4.00 Good 04/03/2002 05/01/2002 28 8,500 2,130 . .r � Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 0 4/0 3/2 0 0 2 Report No. 22 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Onsite Mix -GENERAL REMARKS: _ Inspector Premium; ; s �' Travel -- , Name` Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva t y c ° Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/02/2002 Report No. 18 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200' Main Street Hyannis, MA 02601 Contractor. Kay Construction -WEATHER: Partly sunny, 54 degrees :_TIME: 7 : 00 4AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10 wheel dumps, Cat 436C backhoe TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: 0 Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of utility duct banks continued across RTE 28 using a Cat 436C backhoe to the proposed elevation at bottom of trench, exposing natural sand deposits consisting of F-M-C sand, trace gravel, little silt, which received a smooth bucket finish to densify any disturbed soils. Existing bituminous concrete pavement at roadway crossing was saw cut and removed using a Cat 436C and loaded onto 10 wheel dumps to be transported off site. Flowable fill was placed around installed duct bank conduit to roadway subgrade elevation. Trenches at roadway crossing were plated to permit vehicular traffic (see field sketch #1) . -A Cat 436C backhoe was used to backfill over concrete encased duct banks as well as to place and bucket compact to resistance previously excavated materials consisting of F-M-C sand, trace gravel, little silt. No further compaction efforts performed this date (see field sketch #2) . '.These observations were related to Mr. Cunningham prior to departure. Inspector. Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser r Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/02/2002 Report No. 18 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, ,MA 02601 Contractor Kay Construction 4 ;Cc:. -Stop & Shop Supermarket" Attn: Dan Donahue ` r Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard r I 4, 0 _j REII EXISTING 10' PLUG AND 12-Xa-X12- TEE Uj -CONNECT EXISTING to- WATER 2— 12- GV M II/AN TO NEW 12' WATER MAIN LLL 7 0 2')(10'ItCREASER I — 12 CV ON CENTEIMLE—OSTERMLLE SINE REWOVE EXISTING Ir PLUG AND CONNECT EXISTING Ir WATER MAIN TO NEW 12' WATER MAIN ZIA I L.-A Irm'sir lix :r" _F 2' $raw eriz h_MH 12 NSTAR NE-1 7B MH 6591070 =;iaz 4 LLJ LECT C LWU A gf APPROXIMATE U MIT OF IWORK TO BE PERFORMED LINCIER A SEPARATE OFF—SITt IMPROVEMENTS COI 10 11A Clearing and 23 24 grubbing of roadway &T MH shoulder. FETAL C OAS 10" APPROXIMATE OMIT OF TO BE PERFORMED UNDO SEPARATE 01 NSTAR NE-17B IMPROVEMENTS CONTRACT MH 659/010 IN a — --�— _ � /lit 0 40 so SCALE M FEET UTS5 Richardson Lane SIoneharn,MA 02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 2 PROJECT NO: "I 4-t?6 DATE: 04-02-2002 lit TD R1NM AERIAL DETAIL Concrete ' encasement and ;.,.;;•rr.•� 't backfilling of utility duct bank r MH ` !Excavation, ,.. �•';��,nstallation and owable fill of utility , '.,duct bank. r` EFL � �,bg.A� ✓' `6) 40 PVC �LHI� �.r=�_ •.,.a ,.t•�f^ ... -�. .. .....�_..r r.� fty ... . B '� �y .�' ,. ..._. .. ........... ......_. . f '� � �' ': ;rt• ..... .. _....�7•� war' i. ..: "v"I •�ci y: r..---...•J,1 r./4.f'fy''.Q•...._,.._ r ',�................... w. ... .... ....._. =... ... .... � .............•.......... .. '�Y •r .�...•.. INICI'Y+v - �=1'/. .`•!sd!:tart:S' r"•... .ram^.....:�:•'.:.w. _...:',•:;.............................. ;./••' ._._,«.._.A•Lf:VJiF,IY,. 1V•,._... ....� y� •r��'. .. ��J'....�......i...... .....-..... .:'�nf�'JrMr ,y{ { y�i!Fri l ....._. ..w :✓• •'�'/••/:Ly.: I}�... ."..,rf� r�' } j t ..A w� %:%ice �•..ti1:.•i...:..�1..:�.�,. -! . ;<<.__•, ,r1' r•i v Ay'A4.64 OEM NOW ~^� DIM" vAPOC�1DoA'Xr MH ! ' A: I. �♦r� / ; VEPAM ►++Ptirtuc .,� �/� + UTS 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 04-02-02 Stoneham,MA 02180 �! PROJECT NO. �H�� FIELD SKETCH 2 of 2 r., � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/02/2002 Report No. 23 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Partly sunny, 54 degrees DIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Gradall XL-5100 excavator, Cat 950G loader, Cat 140-G grader, 10 wheel dumps, Hypac C850B single drum vibratory roller, RS166A twin drum vibratory roller, Hypac C766B, Dresser S4-6B twin drum rollers, Cat AP1055B paver screed TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Clearing and grubbing along south shoulder of RTE 28 roadway continued using a Gradall XL-5100 excavator to remove remaining roots, stumps, topsoil and subsoil exposing natural sand deposits. Excavated materials were loaded onto 10 wheel dumps to be transported off site. Grading of retail parking area gravel base course continued using a Cat 140G grader to evenly distribute and backdrag offsite gravel base, consisting of F-M-C sand and gravel, trace silt (where required) from Lynch Pit in Falmouth, and reclaimed pavement base. Compaction was performed by the Hypac C850B single drum vibratory roller making 6-8 opverlapping coverages to densify placement and provide uniform base for paving. Grading and compaction of sidewalk area at west side of building "B" was performed using a Gradall XL- 5100 excavator to evenly distribute existing sand gravel fill and offsite gravel base consisting of F-M- C sand and gravel, trace silt (where required) to the proposed elevation at bottom of sidewalk, followed by 4-6 overlapping coverages with the Bomag Supra heavy plate compactor to densify fill. Grading and compaction efforts are ongoing. Stockpiling of granular fill at the rear of retail building "A" continued utilizing material excavated from ongoing building "G" excavation. Material will be utilized to elevate grade to proposed elevations (see UTS soil report "Stop & Shop Building G" dated 4/2/02) . A field sketch is enclosed for Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/02/2002 Report No. 23 Barnstable Building Department Job Number 7465 Attn: . Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction A •r review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name ' Time H6urs Time J. Kielty No REVIEWED BY: Chuck Fraser CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell • vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 4 � 21 -M 1� Co-20 V INTAIN AND PROTECT .07.5 33 -34 MMATING SERVICES STATION U74 PUMPS IT. US :2.1 MAINTAIN AND PROItCT •'MAJ4JOW,`�-PROYECT DOSTW.GREASE TRAPnaslweTD UE-WAINTAINED�.X, L IRST%NtNr A,REM PE on M Dft Y=77 RELOCATE N; HYDRANT TENC&IN we -F1 I F Irc L Off,SL % le A WITAN AND-/ A,T -AND- PRoTECT=511"D (VA. 0 RECONIECT IIIJI1 Bituminou, sm L I CENT151 IV concrete s nple ✓ 3 22 location#1 Wo tows Stockpiling ot onsite Cr NO D granular fill from A a PROTECT building"G"excavation —AND IONS continues AM DRAW TO I TH 24'D • O C II (LOVER-A4 WXESSARY LVI n :n r Ls 07 Bituminous .7,-c,. �t ■ a ,IYgrTsv aA 8 mple Retail parking area Z 2 location UvTJyFui � pavement base r WD ITD- ,ourse grading and o 2 INS UA placement of 60,02 V" bituminous concrete A. W ZI _ binder course. AREA —4 I 4=I DUSTM SAW4 - Y AU -------ropy ------ K REMOVED(TYP)N 1VIWAr LX.304i '4 -I—AM AM MOT" < AT —4 D Is 10 S5 AL 11 10 a RWHTAL IN E ding and 1A r 3 compaction of so A it FFr-57.7. • sidewalk sand-gravel Wary CONNEC"MCIN FRO base course 12 • METAL C C Am .................. D99MM WYUrY WA am A 5 Richardson Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John Kielty liTsStonenam,MA 02180 PROJECT NO: DATE: 04-02-2002 FIELD SKETCH EAST Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT INSPECTION REPORT Report Date 04/02/2002 Report No. 2 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit -. 200 Main Street Contractor Kay Construction Hyannis, MA 02601 } WEATHER: Partly sunny, 54 degrees ;.TIME: 7 : o o Am - CONTACT: Bob Cunningham from Kay Construction SUMMARY: Placement of 2" bituminous concrete binder course was performed at retail parking area north, west and southwest of retail building "H" . The binder course material from Lawrence Lynch plant in Falmouth was placed using a Cat AP1055B paver screed at a thickness of 2 1/2" to 2 3/4" to accommodate a 2" - 2 1/2" finish thickness, after densification efforts which were performed by one Hypac C766B twin drum roller and one Dresser S4-6B twin drum roller making several overlapping coverages to depress the binder course to resistance. Material temperature at the time of placement ranged between 290 and 305 degrees Fahrenheit. Two bituminous concrete samples were obtained and returned to the UTS lab for analysis. Results will be available upon completion. GENERAL REMARKS: Inspector,. Premium Travel ' Name Time Hours Time J. Kielty . No REVIEWED BY: William P. Crabtree cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard x � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/02/2002 Report No. 19 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA. 02601 Concrete Co. Onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type 'IS" 1800 PSI No. Of Sets: 4 SET 1 LOCATION: Wall: 12" C.M.U. Column Line A at 2-3.6, 20th-25th Course Total Unit Air Temp. (F.) 48 Lab Size Area Date Date Age Load Load Mortar Temp(F) 48 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 S583 2 x 2 x 2 4.00 Good 04/02/2002 04/09/2002 7 4,100 1,030 S584 2 x 2 x 2 4.00 Good 04/02/2002 04/30/2002 28 S585 Tx 2 x 2 4.00 Good 1 04/02/2002 04/30/2002 1 28 SET 2 LOCATION: Wall: 12" C.M.U. Column Line A at 2-3.6, 25th-29th Course Total Unit Air Temp. (F.) 50 Lab Size Area Date Date Age Load Load Mortar Temp(F) 49 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:30 S574 2 x 2 x 2 4.00 Good 04/02/2002 04/09/2002 7 3,900 980 S575 2 x 2 x 2 4.00 Good 1 04/02/2002 1 04/30/2002 1 28 S576 2 x 2 x 2 4.00 Good 04/02/2002 04/30/2002 28 SET 3 LOCATION: Wall: 12" C.M.U. Column Line A at 2-3.6, 29th-33rd Course Total Unit Air Temp.(F.) 52 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 2:00 S580 2 x 2 x 2 4.00 Good 04/02/2002 04/09/2002 7 4,200 1,050 S581 2 x 2 x 2 4.00 Good 04/02/2002 04/30/2002 28 S582 1 2 x 2 x 2 1 4.00 1 Good 1 04/02/2002 04/30/2002 1 28 SET 4 LOCATION: Wall: left Elevation Column Line 2 at A-D Top 3 Course C.M.U. Total Unit Air Temp. (F.) 54 Lab Size Area Date Date Age Load Load Mortar Temp(F) 52 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:00 S598 2 x 2 x 2 4.00 Good 04/02/2002 04/09/2002 7 4,000 1,000 S599 2 x 2 x 2 1 4.00 1 Good 04/02/2002 04/30/2002 1 28 5600 1 2 x 2 x 2 1 4.00 1 Good 1 04/02/2002 04/30/2002 1 28 � Of Massachusetts'. The Construction Testing P'e.oplem Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/02/2 0 02 Report No. 19 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix -GENERAL REMARKS: . Inspector Premium . Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inca Attn: Jay Pleva y �.Na` �' �'� �:f Massaca •usetts� . 'The :Co•nstcuctrion Testing P.:eopl:e' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/02/2002 Report No. 5 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis,: MA 02601 Contractor , Kay Construction WEATHER:_ 54 degrees. .TIME: . CONTACTS. Bob- Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 320B excavator, 10 wheel dumps TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ® Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation-to bottom of treatment tank elevations continued using Cat 320B excavator. to, the proposed elevations exposing natural- sand deposits, which received a smooth bucket finish ,to densify.disturbed soils. An 8 inch bed of 3/4" stone was placed and evenly.distributed at bottom of -excavation ,using a' . '. Cat 320B excavator, followed by placement of 4" of peas.tone .to the proposed elevation .at, bottom of treatment tanks. Stone originated from P. A. Landers pit in Sandwich. Placement and distribution is ongoing. Excess onsite sand deposits removed during the excavation were transported and stockpiled at the rear of retail building "A" for re-use as granular fill (see UTS soil report "Stop & Shop Retail Sitework" dated 4/02/02) . Excavation efforts are ongoing. A field sketch is enclosed for review. 'These observations were related to Mr. Cunningham prior to departure. Inspectors gf � ,. P e T a s mium � r vel �v Namye `` OU Time< Hours ' �f��;x. Time r� � .ram. s J. Kielty Vo 'REVIEWED BY:,` Chuck. Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave -Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard APROWATE UMIT OF WORK TO BE PERFORMED UNDER A SEPARATE WASTEWATER TREATMENT FAC ILM CONTRACT (HOLD) (SEE REFERENCE DRAWING C--t 6) z-z PVC �� WASTEWATER F MAINS I.54 30 9Mi-14 2Z.00D GAL. EQUAUZAI10N TiEATMENT FA CLITY UNDERGROUND TREAIMENT TANK ••,•T , Excavation to bottom .• GENERATOR AND ENCLOSURE �. -.- f equalization tank T, '� and pump station �., � �� - VAVLT continues. TR�SF PAD �' `'� ` SING Placement of stone. ` � r a PRESSURE DO . , STATION IMTN PLIMP� -28 -629 f ti d4•5�.,,, 11 11.000 GAL -- SETTUNG 6"PVC . ; s• ��` `1 TANK- 1 y - - VALVE MAi! 1 • . f t g•S Excavation to bottom i f treatment tank I 2.► PVC �+.J _ ri+.+M• •. .•►.�• continues � V TS StonehamsRchardon Lane JOB NAME: Stop & Shop Building "G" DRAWN BY: John Kielty FIELD SKETCH BLDG "C7" PROJECT NO. DATE: 04-02-02 ;_; � pf�:Massac�husetts ` "Th.e":C;o: structio s { Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ' Masonry Field Report Report Date 04/02/2002 Report No. 20 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200' Maln Street Contractor Kay Construction •Corp Hy"annis., MA` 02601 , 'WEATHER 50 Degrees,,. :.Sunny'.' _TIME 6`:301.A'.M. CONTACT: Craig Williamson Super of Kay. Construction SUMMARY: Column line A at 2-3.6 12". C.M.U. was placed from the 20th to the 33rd course. Ladur type dur-o-wall was placed 16" on center. The control joints were continued. Rapid P.V.C. control joint T's were placed inside .the expansion area. Masonry ties were placed 16" on center at each column. The columns were , coated with Karnak 100 and covered with styrofoam. The "# 7 reinforcing steel bars were placed 32" on center and lapped 4' and then # 7 reinforcing steel bars were placed 16" on center 10' from the of the wall and one on each side, of the control Joints. Three loovers and one door-frame.were set in place, level 2 window openings were provided for. The jams were filled with mortar.. Double# 6 reinforcing ' steel bars were placed in the bond beam. The anchor bolts were set in place for the top cross beam at column line 2 at A-D, the top 5 courses of C.M.U. were placed. All materials and C.M.U. placements were in compliance with the masonry submittals and project specifications. Type "S" 1800 PSI was mixed .-,:,on, site with municipal water. Hydrocide powder was added to each batch mix. Random samples of the mortar were fabricated for lab testing. These observations were related to Craig Williamson prior to departure. GENERAL REMARKS: x �`+`"k" Ya.'f'o j.rf' v r i a o aa.Y S he' Inspectors Or@m1Um `` r I AA Travel Named net `n a �.. .., & _ HIS` e Hours �N, dime P. Viscione No Max Day+l 'Hrs OT 1 Hr(s) IREVIEWED BY:.= :William :P. Crabtree 'CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attni Steve Chouinard Cape Cod Ready Mix, Inc. Attn: . Jay Pleva .f Massac-husetts: 'Tfi:e Co:nstlrluctlon Testing opae' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/02/2002 Report No. 69 Job-Number `. 7 4 0'4 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, . ,MA, 02601 Contractor Kay Construction Corp WEATHER:: Sun/c1o_uds,. ,. 54 ,degrees .TIME 7:oo AM-..Craig. Williamson. 'from Kay Construction PURPOSE:° Observe earthwork construction EQUIPMENT: Cat 950G loader TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ® Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Concrete encasement and backfilling •of previously installed utility duct bank was preformed west of retail building "F" using a Cat 950G loader to place and backdrag, in multiple passes, previously excavated materials to depress placement to resistance. No further compaction efforts performed this date. A site sketch is enclosed for review. These observations were related to Mr_ Williamson prior to departure. as }v y xat- Inspector s � �" ¢ x krms N r� dy ime 1@oMurs ,01, Time h _ c J. Kielty No Max Day+1 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop &."Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael .Collentro Landry`Architects { Attn: Dave Campbell 2 vanasse Harigen Brustlin .Inc Attn: Steve Chouinard 23 'v w 24 , -11111 ,�e / �l �'1.91q `��.� TAQUT'C OOMTR/ICT Q101D) �' -1.A AIIROI*"A=.,E =Y Be'.AT M (SU DRAINNO C-16) ........................... It 2-2'PVC MAIN$ ZENON WASTEWATER TREATMENT FACLITY WOM0—1 TRFATN[MY TAW 0 t ='UINOO"" GENERATOR AM EMO�OSURE • VALLT .......... ....... ........ TkVISTURNIM PAD G ------ O%PS to 1-37. 25 MAIKTAM AND PROTECT 1.0 LO 000 CAL 1 G'PVC 36 DOSTING CREASE TRAP- m I TAW 9 INSTALL 17' 45'DEND AND CPI12R To 29 14 It VE_M _'REWM RELOCATE rmsym WATER LINE 0 B-S Mai I — _81S_-—W 100 HYDRANT aom I I 2-r PVC _12,7 i' / -M1 -4— mm..s 1, BUILDNG 5F' PROPOSED STOP & SHOP I SUPERMARKET — I .. r: pr . ., I �, I 015.0 SIF RECONNECT 1.61.00 —------ Concrete encasemenU ---and backfilling of 1.61.00 1 AT j utility duct bank i & AM-23 M., NW2 Ins continues -MI . —2 D 1 1 2 1 4 —RECONNECT C TV. 5400 TRANSFORMER P r -25 �ye E 13 ;77 I-VA R)It's 1-450.00 9111) 1-61.00 -10 ion 7 Z=== VENT IS-22 .0 t,7 7 'T LU -5770 -.wit so..12. W.72' ERvE AREA RES -.,q, RESERVE t 61.00 j _ taro LEACHING AREA 1.6190 -\ os —3TD C D A -—-—-—-- V FrE- MAL lr)mlklr TEE -2DA 110 I\JWI-IIA In 67.7 . :jr cy Cv z_;- D SrwCNx R. 1 11 � 1 11* ! ;! j UPP'LO 4- 5 UTS RiS(onehamchardson,MA 02180 PROJECT Lane JOB NAME:NO:Sto DATE: 04-02-2002p & Shop Cotuit Landing DRAWN BY: John Kielty FIELD SKETCH WEST . � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/02/2002 Report No. 19 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete CO. Onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type 'is" 1800 .PSI No. Of Sets: 4 SET 1 LOCATION: wall: 1211 C.M.U. Column Line A at 2-3.6, 20th-25th Course Total Unit Air Temp.(F.) 48 Lab Size Area Date Date Age Load Load Mortar Temp(F) 48 No. (in.) (sq. in.) Condition Cast. Tested Days (lbs.) (psi.) Time 9:00 S583 2 x 2 x 2 4.00 Good 04/02/2002 04/09/2002 7 4,100 1,030 S584 2 x 2 x 2 4.00 Good 04/02/2002 04/30/2002 28 9,200 2,300 S585 2 x 2 x 2 4.00 Good 04/02/2002 04/30/2002 28 8,900 2,230 SET 2 LOCATION: wall: 1211 C.M.U. Column Line A at 2-3.6, 25th-29th Course Total Unit Air Temp. (F.) 50 Lab Size Area Date Date Age Load Load Mortar Temp(F) 49 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:30 S574 2 x 2 x 2 4.00 Good 04/02/2002 04/09/2002 7 3,900 980 S575 2 x 2 x 2 1 4.00 1 Good 1 04/02/2002 04/30/2002 1 28 1 8,200 2,050 S576 2 x 2 x 2 4.00 Good 04/02/2002 04/30/2002 28 8,300t,080 SET 3 LOCATION: wall: 121, C.M.U. Column Line A at 2-3.6, 29th-33rd Course Total Unit Air Temp. (F.) 52 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 2:00 S580 2 x 2 x 2 4.00 Good 04/02/2002 04/09/2002 7 4,200 1,050 S581 2 x 2 x 2 1 4.00 1 Good 04/02/2002 04/30/2002 1 28 1,000 .2,250 S582 2 x 2 x 2 4.00 Good 1 04/02/2002 04/30/2002 1 28 8,800 2,200 SET 4 LOCATION: wall: left Elevation Column Line 2 at A-D Top 3 Course C.M.U. Total Unit. Air Temp. (F.) 54 Lab Size Area Date Date Age Load Load Mortar Temp(F) 52 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:00 S598 2 x 2 x 2 4.00 Good 04/02/2002 04/09/2002 7 4,000 1,000 S599 2 x 2 x 2 1 4.00 1 Good 04/02/2002 04/30/2002 1 28 1 8,600 2,150 5600 1 2 x 2 x 2 1 4.00 1 Good 1 04/02/2002 04/30/2002 1 28 1 8,700 2,180 � Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar RepoitDate 04/02/2002 Report No. 19 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix GENERAL REMARKS: Inspector i', Premium Travel' . Name Time Hours Time. P. Viscione No REVIEWED BY: Steven T: Crabtree Cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i w. a r Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Block Prism Report Date 04/01/2002 Report No. 4 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FM REQUIRED (PSI): 1, 500 . PRISMS: 2 block, 2 high .BLOCK TYPE: A. Jandris & Sons PERCENT GROUTED: 0% GROUT: 3 , 500 � MORTAR: Type S, 1, 800 PSI SET 1 LOCATION: 12" CMU walls, ilnes A2-5.70, 2, A-D Unit Unit Gross Net Total Strength Strength Unit Lab Length Width Height Area Area Date Date Age Load Gross Net Load No. (in.) (in.) (in.) (sq. In.) (%p) Cast Tested (Days) (lbs.) (PSI) (PSI) (PSI) N891 15.6 11.6 16.2 181.0 1 49.0 1 04/01/2002 1 04/08/2002 1 7 1 270,000 1 1,491 1 3,040 1 2,470 N892 15.6 11.6 16.4 181.0 49.0 04/01/2002 04/29/2002 28 295000 1,629 3,330 2,690 N893 15.6 11.6 16.2 181.0 49.0 1 04/01/2002 1 04/29/2002 28 1 302000 1,668 3,410 2,760 * Strength correction factor applied, ratio of prism height to least lateral dimension of prism ASTM C1314-00. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree / cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard r; v! Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Block Prism Report Date 04/01/2002 Report No. 5 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FM REQUIRED (PSI): 1, 500 PRISMS: 2 block, 2 high •-BLOCK TYPE- A. Jandris & Sons PERCENT GROUTED: 50% GROUT: 3 , 500 PSI MORTAR: Type S, 1, 800 PSI SET 1LOCATION: 12" CMU walls, lines A2-5.70, 2, A-D Unit Unit Gross Net Total Strength Strength Unit Lab Length Width Height Area Area Date Date Age Load Gross Net Load No. (in.) (in.) (in.) (sq. In.) (%) Cast _ Tested (Days) (lbs.) (PSI) (PSI) (PSI) N894 15.6 11.6 16.3 1 181.0 1 74.0 1 04/01/2002 04/08/2002 1 7 1 362,000 1 2,000 1 2,700 1 2,190 N895 15.6 11.6 16.2 181.0 74.0 04/01/2002 04/29/2002 28 1 421000 1 2,325 1 3,140 1 2,550 N896 15.61 11.61 16.9 1 181.0 1 74.0 1 04/01/2002 1 04/29/2002 1 281 425000 1 2,348 1 3,170 1 2,570 * Strength correction factor applied, ratio of prism height to least lateral dimension of prism ASTM C1314-00. GENERAL REMARKS: Inspector Premium Travel Name Time' Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Suner*narket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard r i � Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Block Prism Report Date 04/01/2002 Report No. 6 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FM REQUIRED (PSI): 1, 500 PRISMS: 2 block, 2 high BLOCK TYPE: A. Jandris & Sons PERCENT GROUTED: 100% GROUT: 3 , 500 MORTAR: Type S, 1, 800 PSI SET 1 LOCATION: 12" CMU walls, lines A2-5.70, 2, A-D Unit Unit Gross Net Total Strength Strength Unit Lab Length Width Height Area Area Date Date Age Load Gross Net Load No. (in.) (in.) (in.) (sq. In.) (%p) Cast Tested (Days) (lbs.) (PSI) (PSI) (PSI) N897 1 15.6 11.6 16.4 1 181.0 1 100.0 1 04/01/2002 1 09/08/2002 1 7 1 434,000 1 2,397 1 2,400 1 1,990 N98 15.6 11.6 16.5 181.0 100.0 04/01/2002 04/29/2002 28 536000 2,961 2,960 2,400 99 1 15.6 11.6 16.3 181.0 100.0 04/01/2002 04/29/2002 28 1 538000 2,972 2,970 2,410 * Strength correction factor applied, ratio of prism height to least lateral dimension of prism ASTM C1314-00. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc:. Stop & Shop Supermarke.t-Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/01/2002 Report No. 17 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Rain/cloudy, 49 degrees TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10 wheel dumps, Gradall XL-5100 excavator, Cat 436C backhoe TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Backfilling over concrete encased duct banks was performed using a Cat 436C backhoe and Gradall XL-5100 excavator to place and bucket compact to resistance previously excavated materials consisting of F-M-C sand, trace gravel, little silt. No further compaction efforts performed this date (see field sketches 41 and #2) . Excavation and installation of utility duct banks continued west along RTE 28 using a Cat 436C backhoe to the proposed elevation at bottom of trench, exposing natural sand deposits consisting of F-M-C sand, trace gravel, little silt, which received a smooth bucket finish to densify any disturbed soils. 'Placement of concrete encasement around installed duct bank conduit was performed. Trenches at business entrances were plated to permit vehicular traffic. Backfilling of today's installation not performed this date (see sketch #2) . These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser t Of Massachusetts. 'The Construction Testing People". Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/01/2002 Report No. 17 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA '200 Main Street { Hyannis, MA 02601 Contractor Kay Construction t CC:' ' a Stop r& Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard ,r r r ...rppr��r��r��v rry IGRwr�w VERIZON NBTAR NEW UTILITY POLE COMPLETELY UNDERGROUND 'VER®OkTO 60 UNDERGROUND 8 CONDUIT(47 NBTAR TO GC UNDERGROUND 8 CONDUIT(81 IBackfilling of utility uct bank. •', r 1 1 �.�. .�.. ..... .... ...: .... .�.. «r..�. .... �.. :•• ,•. ., awl. .w no= nNq� BURIAL-VEII""'■ a...'�.�� v ON UN6=CED IN TRENCH �� ,,;;•• --- = ;,r-,r I�oWiteiq (6), 4- PVC VERIZON w. - _097111 : 1 Yyv ,. •' n ., PT '. tt•, r j:. :a L 4N8rAR NE-1781�' pip i MM1 w"10 eta. 1840 SE DETAILS A A 8 ab UTS 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements . DRAWN BY: John Kielty DATE: 04-01-02 .. .Stoneham,.MAo21sp. PROJECT NO.' n.+� FIELD SKETCH 1 of 3 f V' .. _ .. ' DEROROUND S OONDUIT(46) :ROROUND 4 00NDUtT(W) wagnNQ AERIAL UTIUTIES Tn REMAIN AERIAL �:�':s :;i C: >�:: :::... ,;► 1 c,. Excavation, =•• ';:; % ! nstallation and Backfilling of utility -oncrete encasement duct bank. futility duct bank. Cr MH 1 � i EV"N0 OIRCT BUAIALr4MZON UK PLACED IN TRENCH �6) 4' PMC VFAIZON Q�� 1: �� TOM oil PVC VFAZON awl I'l in PT ow �. _{� �' i� }n'j. 'I�41.. {4k. ,',��. „x r... � _l� .;�.. �:��a•'. ._ .. ' ... �, F\ %?. (� S�tiw'� �K � �' \..i .n �.�• �h.�. .\ J..rl �. ..nw- .. . , .... � ! ..+,.; ..f"•�..1'�. .v .� ^`.. .. ,,.i �.i. .....,.�i...l\..�".. "`�..... �:�.�".';..-.. .�.... ..l,... ... ,'f'' *c:1. �'�.,.,x�,,,;, �c` F"�.w�„r;��l• ...... VILM Y• .. ....... ... .-... ....._...�._. .. ./.::r .:i,.9•;Ili %��,<.' .................._....,...._.......A'>.lr•r. .....�....... ....� ....._,... ..._. ....... 1,... ...-....._.................... ...r .,...- _...............,......_........ ..... .._ ..._............. .._........,_........ . .......�........._.. _ . TRENCH ._.... . ., J . i SEE DETgIL,S A 8 B TRENCH VAT10N i DRAWN BY: John Kielty DATE: 04-01-02 -� U•T S Stoneham,MA 02 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements PROJECT NO. FIELD SKETCH 2 of 3 EXOTM AERIAL UT&M VTLn Y PLAN TO REAMIIItI AERIAL ``; DETAIL i 'Excavation, fi + installation and .^:..:;:!r;•r < `� ' oncrete encasement f utility duct bank. r BAH " ! fie) � l� v�r�on '•' . owns wr i (d) 4- PVC VENZON AA .. . :lain...�.Y 1. ,emu_. .. ;yA:• • ,;:.. .. ........... .«..i- ' l .0• .,...... -.I. ...._.....,..... .. •.,. �;.',�+'� � -tea �[;�� i.' •JceMl:� �r�,. � •.ti. .��• T�.., i•..-'�'�'� ,r:ui.?+: '�... _. .'.. . ..... eAiBa..a ,. Y• r ,•T�- � 5' r 19+ Qr81 r,::• ommo 1.i M. n• ._ ... ...... . .. .. _... ...,....._........._.....:. _....�,...--- ••_, � _.:vim'. ;"_:,':,' r.r{..•� � ._ ...... _ ... :.:_::... �• ' ACf,Ya - � •' S"l{d l,..yf1:`' ++... .arw. ......,.• ..p�,, ;�.•. �.._. .JIPC.:'r,'i:l.A� i�.�. . ...,.;•�'7r+-.)'• �� "N tf6� .i.�.....i-. L+113rw '',,� ! yviJ pf. :✓... 'x7�i:as'r. !!:: ~'�1 r`k ` s �� 'ram: •.. - .. ,- -y.. ,••''y•� :k2�. 1� ..-......._ ,'� .�•._.... _ .N.. � .•.'•JAhSr.r•�•i ^�� + .1 t?:r��lyi itY.r:u! ::Y� :. r,•• ,�," --� � ter.=nv ��'� ;�;„•...-.. -r;> .;r'`'}t`, ,.�•�'•'� . ;�� ,TREItlCFI 19�A�A'I'ION 6�1 NEIM TR�IOH •r.. y,-..'. �� ,% .r. STA. 10+10 Ilam ev I1T E'OL��OIr14�0 VER1110H lrxWx1'wil �f• w•' .ww- . . 40 UTS 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 04-01-02 Stoneham,MA 02180 PROJECT NO. Q�t. s� FIELD SKETCH 3 of 3 � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 04/01/2002 Report No. 12 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500#-Grout I No. Of Sets: 2 SET 1 LOCATION: 12" C.M.U. Rear Elevation Column Line A at 3.6-4.5 Top 4 Courses $Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 70 S604 3 x 3 x 6 9.00 Good 04/01/2002 04/08/2002 7 25,000 2,780 Truck No. 62 S605 3 x 3 x 6 1 9.00 1 Good 04/01/2002 04/29/2002 28 - Ticket No. 119530 S606 3 x 3 x 6 9.00 Good 04/01/2002 04/29/2002 28 Time 12.00 —� S607 3 x 3 x 6 9.00 Good 04/01/2002 04/29/2002 28 SET 2 LOCATION: 1211 C.M.U. Left elevation Column Line 2 at A-D, 4th Low Lift 2 Courses Above Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 52 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 74 S612 3 x 3 x 6 9.00 Good 04/01/2002 4/8/02 7 27,000 3,000 Truck No. 62 S613 3 x 3 x 6 9.00 Good 04/01/2002 4/29/02 28 Ticket No. 119530 S614 3 x 3 x 6 9.00 Good . 04/01/2002 4/29/02 28 Time 2:00 S615 3 x 3 x 6 9.00 Good 04/01/2002 4/29/02 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time , P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/01/2 0 02 Report No. 22 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Rain/cloudy, 49 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Gradall XL-5100 excavator, Cat 950G loader, 10 wheel dumps TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Clearing and grubbing of islands and landscape areas at west side of retail building "B" was performed using Gradall XL-5100 excavator to remove stumps, roots, topsoil, subsoil, curbing and concrete walks exposing existing subbase materials consisting of natural sand deposits and granular fill. Excavated materials were loaded on 10 wheel dumps to be transported and disposed of off site. Stockpiling of granular fill at the rear of retail building "A" continued utilizing material excavated from ongoing building 11G" excavation. Material will be utilized to elevate grade to proposed elevations (see UTS soil report "Stop & Shop Building G" dated 4/01/02) . 'A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel ` Name r Time Hours Time J. Kielty No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser a , CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard -See Field Sketch Wost VL MANTAM AND PROTECT -34 EAST WO SERWOM STATION,RAN FwP3 oTT 28 1 Dn"4 LEAQ MAWAIN RM 6 4.8 varrm fR NSTALL 12'-45'WV v 14 CIUSTWO VATRER UNE ALvE w RELOCATr. TIV W"T1IE Typ.) tockpiling of nsite RMOCATE 2� AS WE HYMAW L.)(.Hw0_ granular fill from A S% j building "G"excavation � continues 'A' Ng,cv ___Zil wD Rcco"ccT PROWU E*STI SEIM COWE CeATE31 � WAIL A MAKTAM AND P*=CT cas ,t!Am CONK Aw DRAY 3-LI& f 2�D W.LvL To 7 TO% 2 F, 74 I I LB 4 2 2 7" IIrD LU -14 P*TEcT Gww,Tr F&,s[Rw 0"AREA TTP.) VE -1-51oo AREA sw T101 I V ND ar '-U17 17 AT Z—___ --—-—- -—-—-- 7 'La"' frD Clearing an island E FOAL EE,10:.removal of LE .K3 LMRsoils and structures ND FFE-57.7 '(Typ.) MR 23 .............. FETAL c AN AIM FW ........ YAM AM C ....... 0491"VTun a638 N. 5 Richardson Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John Kielty FIELD SKETCH EAST UTS SIoneiam,MA02180 PROJECT NO: DATE: 04-01-2002 f 1 s-*: .f Nlassacfiusett:ss 'Tfe Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/01/2002 Report No. 68 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor: Kay Construction Corp WEATHER: Rain/cloudy, 49 degrees .TIME: 7 :00 AM CONTACT: Craig Williamson from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 326c backhoe, small plate compactor, Bobcat 763 Skidsteer TEST METHOD: .❑ Sand Cone ❑ Nuclear Densometer TITLE: ® Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Backfilling of interior plumbing at Building "F".was performed using a Cat 436C backhoe to place and bucket compact 12"-18" lifts of granular fill (excavated granular fill, natural sand despoits and offsite granular."fill from Lynch Pit in Falmouth) , followed by 4-6. overlapping."coverages with. a "small" plate compactor to densify placement. Grading of fill areas was performed using a Bobcat 763 Skidsteer to evenly distribute and depress placement to resistance. Backfill and grading operations are ongoing. Dewatering operations were underway, at previously prepared slab base course at interior of Building "F", using multiple sump pumps to discharge surface and trench water accumulations from morning and overnight rains. Water removal operations are ongoing. Afield'sketch.is enclosed for review. These "observations were related to Mr. Williamson prior to departure. ,sr„^aN �;•.. r )±7d G' -., sr:; 'f a$ -.avi,'ifi: , "i IfISpeCtOr' r rz a s Ore1T11Um dt, Tr V8 el',. . Name M E ",a, Time Hour"st°> (Time :..K J. Kielty No Max Day+1 Hrs 01 a 1 Hr(s) REVIEWED BY: Chuck +Fraser, CC: Stop & Shop Supermarket Co Attn: Dan Donahue _Stop & Shop Supermarket Co Attn: Arthur Joubert' Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard 23 AM)OMATE LIAT Or WORk 10 BE PUW01MIED / _a :s,: ` =C=WASTEWATER TREATMOOT I-MOD 04") (SEE DIGONO C-16) -r Pvc NI ZENM WASMVATB9 MANS FACIM CAL EQUAMATIOM LHOERCROLIND'INEAThIDIT TA I At PVMP 9TAjM QDdRATOR oftzz AID 0001.091.0m V.T ..... ..... TRANSFORNn PAD LO PRESSI)RE DOSING 17.1 LID I j/ f• 1-57.50 UOrIf"r 11,000 CAL MANTAN MID PROTECT LID siTyp 1. DOST"GREASE TRAP- TAM b M w3 34 WSTALL tT'-45'WO AND CONWCT 10 29 19 VALVE M CIOSTM WAIM LOW �/ .Rea OAAa •al NIE a S Jr— &RELCCAIIE IIZ COSTM WDRANT - - A..r=— Eaj:?7— Ww -low 5�00-37 � t I 2-r PVC FCIRCE MANS BUILDING @F' PROPOSED STOP & SHOP SUPERMARKET FTE-453.0 OWN�-37A � Ip ffi EN A N" c IIrn TRAnd A"M BASIN If t Excavation and a TIC MUCIM ITIZI COMA JW duct bank continues VI/)W_211 —installation of utility Oki r? I I I I I —TV "41 17 24'0 bal, • 27 r REOOMWcr a"LINE 25 ID C 51 IV.-511,00 TRAMWORMER PAD -MID i E= 26 13 �00 r_3 PIw 4 1. 1 IN 4-vier To R t: .1 25 W L74 M.9 122ft i E. -30 pproximate limit 12 UJI VENT 1-57.70 EX �.5 of backfilling and -suek*# grading of interior W AREA pipe L T F30D 1'2'0 ;7. E N FTE.7 FETAL 1� IN 4i,IN L 2 -RDAI Ir 87.7 trxo,xlr Tim 10 IIA I r cy Sxr MWA Cm 12*CV a 5 Richardson Lane JOB NAME: Stop & Shop Cotuit Landing DRAWN BY: John Kielty FIELD SKETCH WEST ' UTS' Stoneham,MA 02180 PROJECT NO: DATE: 04-01-2002 II � �:f;Massacfi`usetts o;nstruc P;:eople' Page 1 5 Richardson Lane,Stoneham, MA .02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 0 4/01/2 0 0 2 Report No. 19 Job Number 7404 Barhstdble Building Department `ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 20,01, Main -Street Contractor l . Kay Construction. Corp Hyannis; MA 02601 . .,` WEATHER:: 50' Degrees, ,Rainy ,_TIME: 6: 30 A.M. . , CONTACT: Craig Williamson Super of Kay Construction SUMMARY: At column lines A at 3.6-4.5 anchor bolts were set in place 2' on center for theroof plates at the top course and column lines 2 at A-D anchor bolts were set in place for the beam. One complete set of nine 12" prisms blocks were fabricated representing the rear elevation at column line A at 2-5.70 and the left elevation at column line 2 at A-D. Cape Cod Ready Mix arrived at the site with 8 yards of 3500 PSI grout. The grout was thinned to a slump of 9" and mixed thoroughly. The top 4 courses at column line A at 3.6-4.5 were grouted solid. The roof plate anchor bolts were grouted in as well. One # 6 .reinforcing steel bar was placed in the top bond beam course for reinforcement. The left elevation at,, column line 2 at A-D and the 4th low lift of 12" C.M.U. was grouted to the 2nd bond beam. All verticall,y. reinforced cells were placed and lapped as specified were grouted. The bond beam with double # 6 reinforcing steel bars were placed inside for reinforcement as specified and was grouted solid. =;The 2 courses above were also grouted solid for the'beam anchor bolts. The grout was rodded to achieve '"full,penetration. A sample of the Type "S" 1800 PSI mortar and 3500 PSI grout were taken to fabricate 2"x2"x2!' mortar cubes and 3"x3"x6" grout prisms for lab testing. These observations were related to Craig Williamson prior to departure. 'GENERAL REMARKS: , InSp@CZ01 r. N'Vsk s eIT11Ut11AM 1 fBVel N,ame Time Hou s ; ;. menu=�.b•, P:- viscione No Max Day+l' Hrs OT 1 Hr(s) REVIEWED BY: William P. Crabtree W7 .f:Massachusetts "Tt .0 .Corns riuction T,;esting P,eopfe' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 0 4/01/2 0 0 2 Report No. 19 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main' Street. Contractor Kay construction Corp Hyannis, MA 02601 cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva ;f:N -assaat "usetts: 'The Construction TeS"Ing Peopleon Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 04/01/2002 Report No. 4 Job Number 7464 Barnstable Building Department At Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction 'WEATHER: Rain/cloudy, 49 degrees .TIME: 7: 00 AM CONTACT: Bob Cunningham from- Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 320B excavator, 10 wheel dumps TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ® Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation to bottom of treatment tank• elevations continued using Cat 320B excavator to the •proposed elevations'exposing natural sand deposits. Excess onsite sand deposits removed during, the excavation .were transported and stockpiled at the rear of retail building ."A" for re-use as granular fill (see -UTS -soil report "Stop & Shop Retail, Sitework" dated 4/01/02) . Excavation efforts are ongoing. ;A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. 4, 1R", Inspect rr;" � k` 3 t Premium s 0,, r Trave l r a Name R, v � Time ", Hours' >$ !Time � r .. J. Kielty No REVIEWED BY: Chuck Fraser Cc: Stop & .Shop Supermarket Attn: Dan ,Donahue Stop. & .Shop Supermarket Attn: Arthur Joubert Kay. Construction Corporation Attn: Michael Collentro Landry.Architects Attn: Dave Campbell uanasse HangenaBrustlin, Inc. Attn: Steve Chouinard l APROWATE LIMIT OF WORK TO BE PERFORMED UNDER A SEPARATE WASTEWATER TREATMENT FACIUTY CONTRACT (HOLD) (SEE REFERENCE DRAWING C-16) -2" PVC ZENON wa ATER �40 MAINS I.54.30 SIM�-f4 2Z000 GAL. EOUAUZATION , T ATWN T FACtL " UNDERGROUND TREATMENT TANK ••- 'T • Excavation to bottom � f equalization tank G�ERrATO A ��'OSLIRE nd pump station -�- AUL begins '�'"� �- _ TRANSFORWR PAD <; PRESSURE DOSING • • •• /y�� Fyn{ ''� � �`'' STATION VATH PUMP! SF ' �, ` 1 -rV�� '-•_ � _ G � -28 629 11,000 GAT.. V4•K `"`' �" SETTLING 6"PVC . ; 64 TANK-. =: _ ;♦ VALVE Tat 80S Excavation to bottom J_. .r _._. ... --�► f treatment tank y O 1 2 2„ PVC continues rMM •• lll"l UTS Sonehamg MAOZ,eJOB NAME: Stop & Shop Building "G" DRAWN BY: John Kielty FIELD SKETCH BLDG "G�� °PROJECT NO. DATE: 04-01-02 Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 04/01/2002 Report No. 12 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500# Grout I No. Of Sets: 2 SET 1 LOCATION: 12" C.M.U. Rear Elevation Column Line A at 3.6-4.5 Top 4 Courses Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 50 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Grout Temp(F.) 70 S604 3 x 3 x 6 9.00 Good 04/01/2002 04/08/2002 7 25,000 2,780 Truck No. 62 S605 3 x 3 x 6 9.00 Good 04/01/2002 04/29/2002 28 45,000 5,000 Ticket No. 119530 S606 3 x 3 x 6 9.00 1 Good 04/01/2002 04/29/2002 28 42,000 4,670 Time 12:00 S607 3 x 3 x 6 9.00 1 Good 04/01/2002 04/29/2002 28 41,000 4,560 SET 2 LOCATION: 12" C.M.U. Left elevation Column Line 2 at A-D, 4th Low Lift 2 Courses Above Total Unit Slump(in.) 9 Lab Size Area Date Date Age, Load Load Air Temp(F.) 52 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Grout Temp(F.) 74 S612 3 x 3 x 6 9.00 Good 04/01/2002 04/08/2002 7 27,000 3,000 Truck No. 62 S613 3 x 3 x 6 9.00 1 Good 1 04/01/2002 1 04/29/2002 28 1 33,000 3,670 Ticket NO. 119530 S614 3 x 3 x 6 9.00 Good 04/01/2002 04/29/2002 28 34,500 3,830 2 Time .00 S615 3 x 3 x 6 9.00 Good 04/01/2002 04/29/2002 28 34,500 3,830 • GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro I Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of "ful.assachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/01/2002 ReportNo.- 20 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 .CLASS MORTAR: Type "S" 1800 PSI No. Of Sets: 1 SET 1 LOCATION: wall: 12" C.M.U. Column Line 2 at A-D, 2 Courses Above 2nd Bond Beam Total Unit Air Temp. (F.) 50 Lab Size Area Date Date Age Load load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 10:00 S553 2 x 2 x 2 4.00 Good 04/01/2002 04/08/2002 7 4,200 1,050 S554 2 x 2 x 2 4.00 Good 1 04/01/2002 1 04/29/2002 1 28 1 10,600 2,650 S555 2 x 2 x 2 4.00 Good 04/01/2002 04/29/2002 28 10,800 2,700 GENERAL REMARKS: Inspector Premium Travel' Name Time Hours' Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva f � Of Massachusetts 'The Construction Testing People' I Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Block Prism Report Date 04/01/2002 Report No. 5 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix i F'M REQUIRED (PSI): 1, 500 PRISMS: 2 block, 2 high -BLOCK TYPE: A. Jandris'; & Sons PERCENT GROUTED: 50 0 GROUT: 3, 500 PSI MORTAR: Type S, 1, 800, PSI SET 1 LOCATION: 12" CMU walls, lines A2-5.70, 2, A-D - Unit Unit Gross Net Total Strength Strength Unit. Lab Length Width Height Area Area Date Date Age Load Gross Net Load No. (in.) (in.) (in.) (sq. In.) (%) Cast Tested (Days) (lbs.) (PSI) (PSI) (PSI) N899 1 15.6 11.6 16.3 1 181.0 1 74.0 1 04/01/2002 1 04/08/2.002 1 7 1 362000 1 2,000 1 2,700 1 2,190 N895 15.6 11.6 04/01/2002 04/29/2002 28 N896 15.6 11.6 04/01/2002 1 04/29/2002 1 28 * Strength correction factor applied, ratio of prism height to least lateral dimension of prism ASTM C1314-00. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree i cc: Stop & Shop Supermarket Co Attn: Dan Donahue iStop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard I Of Massachusetts. 'The Construction Testing People" Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Block Prism Report Date 04/01/2002 Report No. 6 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FM REQUIRED (PSI): 1, 500 PRISMS: 2 block, 2 high -BLOCK TYPE: A. Jandris & Sons PERCENT GROUTED: 100 0 GROUT: 3 , 500 MORTAR: Type S, 1, 800., PSI SET 1 LOCATION: 1211 CMU walls, ines A2-5.70, 2, A-D Unit' Unit Gross Net Total Strength Strength Unit Lab Length Width Height Area Area Date Date Age Load Gross Net Load No. (in.) (in.) (in.) (sq. In.) (%p) Cast Tested .(Days) (lbs.) (PSI) (PSI) (PSI) N897 1 15.6 1 11.6 1 16.9 1 181.0 1 100.0 04/01/2002 04/08/2002 7 1 434000 2,397 2,400 1,940 N898 15.6 11.6 04/01/2002 04/29/2002 28 N899 15.61 11.6 1 04/01/2002 04/29/2002 28 * Strength correction factor applied, ratio of prism height to least lateral dimension of prism ASTM C1314-00. GENERAL REMARKS: Inspector Premium Travel 4 Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree I cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard R jet i Of Massachusetts 'The Construction Testing People' Page 1 i 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Block Prism Report Date 04/01/2002 Report No. 4 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FM REQUIRED (PSI): 1, 500 PRISMS: 2 block, 2 high BLOCK TYPE: A. Jandris & Sons PERCENT GROUTED: 0 0 GROUT: 3 , 500 MORTAR: Type S, 1, 860 PSI SET 1 LOCATION: 12" CMU walls, ilnes A2-5.70, 2, A-D Unit Unit Gross Net Total Strength Strength Unit Lab Length Width Height Area Area Date Date Age Load Gross Net Load No. (in.) (in.) (in.) (sq. In.) (%) Cast Tested (Days) (lbs.) (PSI) (PSI) (PSI) N891 15.6 11.6 16.2 181.0 1 49.0 1 04/01/2002 04/08/2002 7 270,000 1,491 3,040 1 2,470 N892 15.6 11.6 04/01/2002 04/29/2002 28 N893 15.6 11.6 1 1 04/01/2002 04/29/2002 28 * Strength correction factor applied, ratio of prism height to least lateral dimension of prism ASTM C1314-00. GENERAL REMARKS: i Inspector Premium Travel Name Time Hours Time P. viscione No REVIEWED BY: Steven T. Crabtree Cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Cd Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard r T i U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 CONCRETE INSPECTION REPORT DATE 04/01/02 4 Barnstable Building Department Job No. UTS 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotu 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Conc . Co. Cape Cod Ready Mix CLASS CONCRETE CUBIC YARDS DRY WEIGHTS MATERIALS Cement - - Brand Name Fine Aggr. Source Coarse Aggr. Source Admixture Brand Name Admixture Brand Name Water Source TEST SAMPLES LOCATION SCHEDULED CONCRETE PLACEMENT CANCELLED BY BOB CUNNINGHAM OF ,KAY CONSTRUCTION DUE.-TO INCLEMENT WEATHER.:; Moisture in Sand o PLANT GRADATIONS Moisture in C. Aggr. % F.M. SAND F.M. C.AGGR. No. of Determinations #8 Weights Adjusted to Compensate #100 #4 for Moisture #50 3/8" Sand Colormetric Test #30 1/2" 3/4 REMARKS : #8 111 .::1. '�,�.!'`:`.•�....;`.�rl:{:S'`'-__ ._�. #4.f. .. _-i, .,. .... it 2.Ru'- INSPECTORS : U T S OF MASSACHUSETTS, INC. Plant- Min Day + 1 Hr. Trv. each Reviewed Field- D. Minasian/C.DiNitto By.: William P. Crabtree -n� Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Concrete Plant Report Report Date 04/01/2002 Report No. 4 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix CLASS CONCRETE: CUBIC YARDS: Dr y , ��y+-, '� �[.:..' C� ._•., ��,,: �:c s �� 4�, ,a"6i�� 'C � �°,,.> ,�".yea G,"`��`,� ��.� �' :� .? �` Weights - Quantity Measure Materials " Description Description Result PLANT GRADATIONS Moisture in Sand(%) SAND COARSE AGGREGATE Moisture in Coarse Aggregate(%) F. M. F. M. Number of Determinations Sieve Size % Passing Sieve Size %Passing Weights Adjusted to Compensate for Moisture #200 #8 Sand Colormetric Test #100 #4 #50 3/8" #30 1/2" #16 3/4" _ #8 1" #4 1 1/2" GENERAL REMARKS: SCHEDULED CONCRETE PLACEMENT WAS CANCELLED DUE TO INCLEMENT WEATHER. Inspector Premium Travel Name Time Hours Time D. Lent No Min Day 1 Hr(s) -REVIEWED BY: . William P. Crabtree Css,r" 0 cC: , Stop & Shop Supermarket Co Attn: Dan Donahue - Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva I Of Massachusetts. 'The Construction"Testing People" Page 1 ' 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 04/01/2002 Report No. 20 Barnstable Building Department Job Number . 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-106.4 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 . CLASS MORTAR: Type 'IS" 1800 PSI No. Of Sets: 1 SET 1 LOCATION: Wall: 12" C.M.U. Column Line 2 at A-D, 2 Courses Above 2nd Bond Beam Total Unit Air Temp. (F.) 50 Lab Size . Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 10:00 S553 2 x 2 x 2 4.00 Good 04/01/2002 04/08/2002 7 4,200 1,050 S554 2 x 2 x 2 4.00 Good 04/01/2002 04/29/2002 28 S555 2 x 2 x 2 4.00 Good 04/01/2002 04/29/2002 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree "Ac cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard )f� Cape Cod Ready Mix, Inc. Attn: Jay Pleva i S-I-o P �� o P Cv�-�u� � ��d:•� �" d R �... f t .S .. ... �, ..' �:. ..... _, .- e..: `r...o•w.. +`..,+'�'^�'�.Aw�r-w�r'r�--.-+.-�..,.�.•..dyw ..r�.r '.'__;. �a.nu�� oaa Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/31/2002 Report No. 14 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 . Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 1 No. Of Sets: 1 CUBIC YARDS: 24 SET 1 LOCATION: Footing: Column line 3.4 at AA Total Unit Slump(in.) 4 1/4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 36 No. (in.) (sq. in.) Condition Cast - Tested Days (lbs:) (psi.) Type Conc Temp(F) 70 I312 6 x 12 28.27 Good 01/31/2002 02/07/2002 7 60,000 2,120 2 Truck No. 64 I313 6 x 12 28.27 1 Good 1 01/31/2002 1 02/28/2002 28 90,000 3,180 4 Ticket No. 18726 1314 6 x 12 28.27 Good 01/31/2002 1 02/28/2002 28 86,000 3,040 4 Time 11:00 1315 6 x 12., 28.2.7 Good., 01/31/2002 02/28/2002, . , 28,1 89,000 1 3,150 9 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: - Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1) Cone (2) Cone and Split (3)Cone and Shear (4) Shear (5) Columnar CC: `Stop,&- Shop! Supermarket Co 'Attn: Dan Donahue - Stop &, Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro _ Landry Architects Attn: Dave Campbell f Vanasse Hangen,.Brustliri Inc.;,.. ��- ,-Attn: Steve Chouinard - ' Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/30/2002 Report No. 13 I Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: - CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: 18 SET 1 LOCATION: Footing: column line G at line 3.4 Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 45 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 73 I045 6 x 12 28.27 Good 01/30/2002 02/06/2002 7 68,000 2,410 2 Truck No. 67 I046 6 x 12 28.27 Good 01/30/2002 02/27/2002 28 91,000 3,220 3 Ticket No. 18712 1047 6 x 12 28.27 Good 01/30/2002 02/27/2002 28 85,000 3,010 4 Time 1:o0 I048 6 x 12 28.27 Good 01/30/2002 02/27/2002 28 90,000 3,180 4 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium _ Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2) Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro :Landry Architects Attn: Dave Campbell Vanas'se Hangen Brustlin Inc Attn: Steve Chouinard Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/29/2002 Report No. 12 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1' 2 C-31 C-143 C-1064 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: 39 SET 1 LOCATION: wall: column line 7 at line E.3 Total Unit Slump(in.) 6 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 62 _ No. (in.) (sq. in.) Condition Cast Tested . Days (lbs.) (psi.) Type Conc Temp(F) 78 H807 6 x 12 28.27 Good 01/29/2002 02/05/2002 7 63,000 2,230 3 Truck No. 69 H808 6 x 12 1 28.27 1 Good 1 01/29/2002 1 02/26/2002 1 28 1 85,000 1 3,010 1 2 Ticket No. 18688 H809 6 x 12 28.27 Good 01/29/2002 02/26/2002 28 88,000 3,110 3 Time 10:45 H810 6 x 12 28.27 Good 01/29/2002 02/26/2002 28 90,000 3,180 2 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium - Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4) Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) -Compressive Strength Report- Concrete Report Date 01/25/2002 Report No. 9 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & .Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH.TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 �No. Of Sets: 1 CUBIC YARDS: 23 SET 1 LOCATION: Footing column line F at line 5.6 Total Unit Slump(in.) 4 Lab Size Areas Date Date Age Load Load Fracture Air Temp. (F.) 40 No. (in.) (sq. in.) Condition`Cast Tested bays (Ibs. (psi.) - Type Conc Temp(F) 69 H510 6 x 12 28.27 Good 01/25/2002 02/01/2002 7 73,000 2,580 4 Truck No. 62 H511 6 x 12 28.27 Good 01/25/2002 02/22/2002 28 103,000 3,640 4 Ticket No. 18657 H512 6 x 12 28.27 Good 01/25/2002 02/22/2002 28 1 100,000 1 3,540 4 Time 1:20 H513 6 x 12 28.27 Good 01/25/2002 02/22/2002 1 28 1101,000 1 3,570 1 9 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: .: r . rf+ _ �. xa.r x t Inspector; ,,, t. - R -Premium' 7 ��: �s Travel �} 2, Names* tF' t .Time: Hours {a Time; .. ` J. Kielty No I REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Of 0Masscach is Inc. r• 'The Construction Testing 'oplea LETTER OF TRANSMITTAL — SOIL TESTING RESULTS PROJECT: S�v? ar�c� ��to S�QV% ' TJ �'�, A SAMPLE NO. SOURCE: L I"C,\,,\ DATE: PROJECT NO. UTS is submitting soil laboratory test results as follows: REQU S ED TESTING: Gradation Analysis Wash Sieve Analysis Modified Proctor Test ❑ Atterberg Limits Other Q�,t, �r lA�V PROPOSED USE: ❑ SIMULLal Fill/ Granular Fill ommon Fi .Ordinary Borrow ❑ Massachusetts DPW Standard Specifications ❑ No Specification provided to our office ❑ Specifications provided to our office but not submitted to a specific use ❑ Sample submitted without indication of intended use and without Specifications. Other REMARKS: The submitted Sample: /'YDoes conform to the Project Specifications EA1,n\,-,Ae_1�1 �:�� SQ�C��►Ce.,�-i e`n \� a•-. �c,�� vrc 4VJT V^v c C_ !.0 y-to-`5 ewe!se-C XDoes.not conform to the Project Specifications 5ec%�,.' m 0 b-! L0 ", ❑ Marginally does not conform to the Project Specifications 1 We suggest the suitability of this soil be reviewed and approved by the Architect & Engineers-of-Record prior to use on the project. Other (Y1 cr�Q.o:C„� \e-\<sj C` CO CSC i c..iCU' �* V�� NIAQ C.. . l Respectfully Submitted: Ned Callahan - Soil Laboratory Manager 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-77.55 Fax (781) 438-6216 GRAIN SIZE DISTRIBUTION TEST REPORT - < < c < C - - - •- •- •- ._ R N 00 O O O O ! O 100 (O M N N�j \ M a a a a a s 90 80 70 w Z 60 LL z 50 w U w 40 i30 20 10 I0 200 100 10.0 1 .0 0. 1 0.01 0.001 GRAIN SIZE - mm +3" % GRAVEL % SAND % SILT % CLAY USCS i LL PI • 0 . 0 0 .0 57 . 5 42 . 5 SM i i SIEVE PERCENT FINER SIEVE PERCENT FINER Location : inches number size • size • • LYNCH PIT, FALMOUTH 4 100.0 10 96 .8 20 91 .4 Description : 40 85 .6 •F-SAND, AND SILT 50 81 .5 The coefficient of permeabil't 100 62.8 variable head test K=7.6x10- GRAIN SIZE 200 42.5 CM/SEC. D60 0.136 ID30 ` OF MA SACH SETT , ING. D 10 T 1E X Rema r ks : COEFFICIENTS Cc #200 WASH SIEVE Cu UTS OF MASSACHUSETfS. INC. Project No. : 7404 Project : STOP & SHOP STORE #66, COTUIT, MA 5 Richardson Lane St neham, MA 02180 Date: 1/25/2002 Sample No. 7218 MOISTURE-DENSITY RELATIONSHIP TEST 130 125 U 0 120 00, N C N 115 L ZAV for 110 Sp.G.= 2.75 105 5 7 .5 10 12.5 15 17 .5 20 Water content , % Test specification : ASTM D 1557-91 Procedure A, Modified Oversize correction applied to each point Elev/ Classification Not . S G LL PI % > % < Depth USCS AASHTO Moist. p . No. 4 No.200 SM 0.0 % 42.5 % ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry densi.ty = 120 .7 pcf 120.7 pcf F-SAND, .AND SILT Optimum moisture = 10.9. % 10.9 % Project No. : 7404 Remarks : Project : STOP & SHOP STORE #66, COTUIT, MA Location : LYNCH PIT, FALMOUTH Date : 1 -25-2002 MOISTURE-DENSITY RELATIONSHIP TEST UTS OF MASSACHUSETTS , INC . Sample No . 7218 v " Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/24/2002 Report No. 10 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONORETE: 3000# 3/4" 7No. Of Sets: 1 CUBIC YARDS: 32 SET 1 LOCATION: wall: column line A at line 7.2 -'Total Unit Slump(in.) 4 Z Lab Size Area Date' Date Age Load Load Fracture Air Temp. (F.) 48 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 73 H506 6 x 12 28.27 Good 01/24/2002 01/31/2002 7 58,000 2,050 4 Truck No. 58 H507 6 x 12 28.27 Good 1 01/24/2002 02/21/2002 28 105,000 3,710 3 Ticket No. 18639 H508 6 x 12 28.27 Good 01/24/2002 02/21/2002 28 100,000 1 3,540 2 Time 12:15 H509 6 x 12 28.271 Good 01/24/2002 1 02/21/2002 28 95,000 3,360 3 Unit Wtlbs/cu ft Air Content(% GENERAL REMARKS: :Inspector ., m �� Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co `' Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/23/2002 Report No. 7 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 .ALL COMPRESSIVE STRENGTH TESTS DONEaACCORDING TO�ASTM: C-39 CLASS CONCRETE: 3000# 3/411 �No. Of Sets: 1 CUBIC YARDS: 24 SET 1 LOCATION: wall column line A at line 6.3 Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 51 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 70 E829 6 x 12 28.27 Good 01/23/2002 01/30/2002 7 70,000 2,480 4 Truck No. 57 E830 6 x 12 1 28.27 Good 01/23/2002 1 02/20/2002 28 1 95,000 1 3,360 1 3 Ticket No. 18631 E831 6 x 12 28.27 Good 01/23/2002 02/20/2002 28 87,000 3,080 9 Time z:o5 E832 6 x 12 28.27 Good 01/23/2002 02/20/2002 28 97,000 3,430 1 9 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium , Travel , Name Time- Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES LL (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert .,Kay .Construction' Corp. Attn: Michael Collentro- Landry Architects Attn: Dave Campbell vanasse Hangen Brustlin Inc Attn: Steve Chouinard I Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/22/2002 Report No. 6 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project , stop & Shop Store #66 - Cotuit, MA 200 Main Street . Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 .ALL COMPRESSIVE. STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 1 No. Of Sets: 1 CUBIC YARDS: 3 SET 1 LOCATION: Footing: column line J and K at line 8 Total Unit Slump(in.) 3 Lab Size Area Date Date Age Load _ Load Fracture_ Air Temp. (F.) 60 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 68 E833 6 x 12 28.27 Good 01/22/2002 01/29/2002 7 77,000 2,720 4 Truck No. 66 E834 6 x 12 28.27 Good 01/22/2002 02/19/2002 28 116,000 4,100 2 Ticket No. 18615 E835 6 x 12 28.27 Good 01/22/2002 02/19/2002 28 120,000 4,240 3 Time 1:30 E836 6 F x 12 28.27 Good 01/22/2002 02/19/2002 1 28 125,000 1 4,420 1 3 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours" Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2) Cone and Split (3)Cone and Shear (4)Shear (5) Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard U U TTTTTTTTTT S S . S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U 'U T S S S 5 Richardson Lane, Stoneham, .MA 02180 781-438-7755 REINFORCING STEEL INSPECTION DATE O1/22/02 7 Barnstable Building Department Job No. ' UTS 7404 ATtn: Mitchell Trott Project Stop & Shop Store 466 - Cotu j 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 CONTACTS : Bob Cunningham of. Kay Construction SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 ACCEPTANCE CRITERIA: CONTRACT DRAWING (S) A.S-1 Rev. #0 dated 7/28/01 SHOP DRAWINGS) Barker Steel R01 dated 8/29/01 PROJECT SPECIFICATIONS 03300 OTHER Drawings stamped: Yes AREA REVIEWED: Retail building A footings : column line J and K at 8 ACCEPTABLE VERIFY: YES NO Coverage (top and bottom, inside and outside face) x Clearance x Cleanliness (hea`vy rust; scale,mud,dirt, oil, etc . not permitted) x Bar Supports x Bar Spacing x Bar Quantity x Placement (position and tying) x 1 I REMARKS : Time of Inspection: 11 :30 AM Time of Concrete Placement : 12 :30 PM INSPECTOR: J. Kielty U T S OF MASSACHUSETTS, INC. Reviewed By: William P. Crabtree Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 01/21/2 0 0 2 Report No. 14 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott * Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Rain, sleet, 34 degrees Fahrenheit .TIME: 7 : 00 AM. CONTACT: Bob Cunningham of Kay Construction PURPOSE: Observation of earthwork construction EQUIPMENT: CAT 436C backhoe, CAT 330L excavator, CAT FL-17 loader TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: On this date construction of the modular retaining wall continued at the northwest corner of the site. Block placement continued to a height of 5 courses; backfilling operations were not performed today. Construction of east infiltration basin continued with installation of final sections of 30" HDPE perforated corrugated pipe at south end of basin. Pipe was encased and covered to a depth of 6" with 211 double washed stone using a CAT 330L excavator. A single layer of filter fabric was placed over completed sections. Excavation and installation of 30" HDPE header pipe was performed using a CAT 330L excavator to the proposed elevations at the south end of east infiltration basin, exposing natural sand deposits which received a smooth bucket finish to densify disturbed virgin soils. Upon installation of pipe and structures, a single lift of excavated materials consisting of approximately 90% natural sand deposits and 10% subsoil was placed and back-dragged in multiple passes using the 330L excavator to depress placement to resistance. The backfilling of the east infiltration basin continued using a CAT FL-17 loader to place a single lift of 18-24" of previously excavated and stockpiled materials consisting of approximately 80% natural sand deposits and 20% subsoil as well as previously excavated natural sand deposits from the northeast parking area. Placement was back-dragged to evenly distribute and depress placement to resistance. No further compaction efforts were performed on this date. A field sketch is attached for. review. These observations were related to Mr. Cunningham prior to departure. Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 01/21/2 0 0 2 Report No. 14 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp Inspector's : »_ � =ate°. , ; enE..f x� .Premil"m y Travel Name Tune � Hours TimeN �� r J. Kielty No Max Day 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Construction Dept. 9th Floor Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard e r �• LG'Reta—ining Wall block , �-- placement continues LC IV M e MA .t c •�• �aCorrugated HOPE tjand topped with , Covered with Filter Fabric. -�•�: 7 �'lil. � �� 47J-::[ir�SJ LQGS:J•.i:EEx—cavation and Header Pipe �', -- Installation 30"HOPE ::��r ��i ' � lam: ��-: � �� „■ �; ' � ♦� a ■1'�'�Ii-- .� .. ' r �w�Dr. ---_ � � '1�-■ Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/18/2002 Report No. 8 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING.TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 l-7No. Of Sets: 1 — CUBIC YARDS: 34 SET 1 LOCATION: wall: Column line 4.5 Total Unit Slump(in.) 3 1/2 Lab Size Area Date . Date Age Load Load Fracture Air Temp. (F.) 44 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 68 E550 6 x 12 28.27 Good 01/18/2002 01/25/2002 7 81,000 2,870 4 Truck No. 69 E551 6 x 12 28.27 Good 01/18/2002 02/15/2002 28 126,000 4,460 4 Ticket No. 18572 E552 6 x 12 28.27 Good 01/18/2002 02/15/2002 28 124,000 4,390 4 Time 2:00 E553 6 x 12 28.27 Good 01/18/2002 02/15/2002 28 120,000 4,240 9 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel" Name Time Hours Time J. Kielty No Min Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop &•Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell -Vanasse Hangen Brustlin Iric ' Attn: Steve Chouinard i U U TTTTTTTTTT S S S U U T S S U U T S ' U U T S S S Of MASSACHUSETTS, INC. i U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 REINFORCING STEEL INSPECTION DATE 01/18/02 6 Barnstable Building Department Job No. UTS 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotu 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 CONTACTS : Bob Cunningham of Kay Construction r SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 ACCEPTANCE CRITERIA: CONTRACT DRAWING (S) F.5-1/3/&4 Rev.#1 dated 9/4/01 SHOP DRAWING (S) R01-R03 PROJECT SPECIFICATIONS 03300 OTHER Drawings stamped: Yes AREA REVIEWED: Wall column line A at 4-6 .2 lines ACCEPTABLE VERIFY: YES NO Coverage (top and bottom, inside and outside face) x Clearance x Cleanliness (heavy rust, scale,mud,dirt, oil, etc. not permitted) x _ Bar Supports x Bar Spacing x Bar Quantity x Placement (position and tying) x REMARKS : Observations limited due to no provision for staging along wall forms . Time of Inspection: 11 : 30 AM Time of Concrete Placement : 1 : 15 PM INSPECTOR: J. Kielty U T S OF MASSACHUSETTS, INC. Reviewed By: William P. Crabtree U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 REINFORCING STEEL INSPECTION DATE O1/17/02 5 Barnstable Building Department Job No. UTS 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotu 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 CONTACTS : Bob Cunningham of Kay Construction SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 ACCEPTANCE CRITERIA: CONTRACT DRAWING (S) F.2-1/3&4 Rev. ##1 dated 9/4/01 SHOP DRAWING (S) RO1-R03 dated 1/7/02 PROJECT SPECIFICATIONS 03300 OTHER Drawings stamped: Yes AREA REVIEWED: Footing: line 7 . 1 at B. 5-D. 2; 7 at C. 8-D.3 ACCEPTABLE VERIFY: YES NO Coverage (top and bottom, inside and outside face) x Clearance x Cleanliness (heavy rust,scale,mud, dirt,oil, etc . not permitted) x Bar Supports x Bar Spacing x Bar Quantity x Placement (position and tying) x REMARKS : Coverage deficiencies on outside face noted and corrected prior to concrete placement . Time of Inspection: 11 :30 AM Time of Concrete Placement : 12 :45 PM i INSPECTOR: J. Kielty U T S OF MASSACHUSETTS, INC. Reviewed By: William P. Crabtree Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/17/2002 Report No. 5 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction .Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 'CLASS"CONCRETE: ' 3000# 3/4" `4o. Of Sets: 1 CUBIC-YARDS: '10 SET 1 LOCATION: Footing column line 7.1 at line C.2 Total . Unit Slump(in.) 3 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 40 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 69 E223 6 x 12 28.27 Good 01/17/2002 01/24/2002 7 70,000 2,480 4 Truck No. 55 E224 6 x 12 28.27 Good 01/17/2002 1 02/14/2002 1 28 100,000 1 3,540 4 1 Ticket No. 18559 E225 6 x 12 28.27 Good 01/17/2002 02/14/2002 28 95,000 3,360 3 Time 1:08 E226 6 x 12 28.27 Good 01/17/2002 02/14/2002 28 105,000 3,710 9 Unit Wt Ibs/cu ft ". Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No Min Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar CC: Stop & Shop Supermarket Co Attn:, Dan Donahue Stop & Shop Supermarket Co - Attn: Arthur Joubert -Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: -Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard - - Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/17/2002 Report No. 5 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4" I No.,Of Sets: 1 CUBIC YARDS: 10 SET 1 LOCATION: Footing column line 7.1 at line C.2 b Total Unit Slump(in.) 3 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 40 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 69 E223 6 x 12 28.27 Good 01/17/2002 01/24/2002 7 70,000 2,480 4 Truck No. 55 E224 6 x 12 28.27 Good 01/17/2002 02/14/2002 28 Ticket No. 18559 E225 6 x 12 28.27 Good 01/17/2002 02/14/2002 28 Time l:08 E226 6 x 12 28.27 Good 01/17/2002 02/14/2002 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel , Name Time Hours: Time J. Kielty No Min Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Construction Dept. 9th Floor Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham;MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/17/2 0 02 Report No. 5 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott' Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD-SUMMARY REPORT 'Total Pour: Footing 7.1 line B,5=D;2 and-7 line C.8-D.3 Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑X Thermal Blanket ' ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 3-5 Number of slumps out of specification reported to If rejected Approved by Remarks: Truck #55 - Over 90 minutes old. Superintendent Bob Cunningham was informed and approved the pour at the following location - column lines 7.1 at lines B.5-D.2 and column line 7 at lines C.8-D.3. Concrete Temperature at 90 minutes old was 73 degrees. Concrete Temperature at 110 minutes old was 75 degrees. l i i Of Massachusetts 'The Construction Testing Peoplem' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/16/2 0 0 2 Report No. 4 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott , Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street - Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE:ACCORDING TO ASTM: C '172 C-31 C-143 C-1o64 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 No. Of Sets: : 1 CUBIC YARDS: 10 SET 1 LOCATION: Footing line 7 at line B.5 Total Unit Slump(in.) 3 1/4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 48 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 68 E219 6 x 12 28.27 Good 01/16/2002 01/23/2002 7 74,000 2,620 4 Truck No. 58 E220 6 x 12 28.27 Good 01/16/2002 02/13/2002 28 Ticket No. 18535 E221 6 x 12 28.27 Good 01/16/2002 1.02/13/2062 28 E222 6 x 12 28.27 Good 01/16/2002 02/13/2002 28 Time 11:15 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No • e REVIEWED BY: Steven T. Crabtree . r FRACTURE TYPES - (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Construction Dept. 9th Floor ,f Stop & Shop Supermarket Co Attn: Dan Donahue ' Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell vanasse Hangen Brustlin Inc Attn: Steve Chouinard ° Of Massachusetts. 'The Construction Testing People' j Page 2 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/16/2 0 02 Report No. 4 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 . Concrete CO. Cape Cod Ready Mix FIELD SUMMARY REPORT -TotalPOur: Footing line B.5 at line 7.5 and line 7 at line C.8 Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑X Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 3-5 Number of slumps out of specification reported to If rejected Approved by Remarks: Superintendent, Bob Cunningham approved concrete"pour - over time limit. Concrete temperature at end of pour, 73 degrees. A Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/16/2002 Report No. 4 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4" No. Of Sets: 1 CUBIC YARDS: 10 SET 1 LOCATION: Footing line 7 at line B.5 Total Unit Slump(in.) 3 1/4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 48 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 68 E219 6 x 12 28.27 Good 01/16/2002 01/23/2002 7 74,000 2,620 4 Truck No. 58 E220 6 x 12 28.27 Good 01/16/2002 1 02/13/2002 1 28 110,000 1 3,890 1 4 Ticket No. 18535 E221 6 x 12 28.27 Good 01/16/2002 02/13/2002 1 28 1 120,000 1 4,240 1 3 Time 11:15 E222 6 x 12 1 28.27 Good 01/16/2002 02/13/2002 1 28 117,000 1 4,140 1 9 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium ' . Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES / N (1) Cone (2)Cone and Split (3)Cone and Shear. (4) Shear (5)Columnar CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn! Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 REINFORCING STEEL INSPECTION DATE 01/16/02 4 Barnstable Building Department Job No. UTS 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotu 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 CONTACTS : Bob Cunningham of Kay Construction SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 ACCEPTANCE CRITERIA: CONTRACT DRAWING (S) F. S-1/3&4 Rev. #1 dated 9/4/01 SHOP DRAWING(S) R01 to R03 dated 1/7/02 PROJECT SPECIFICATIONS 03300 OTHER Drawings stamped: Yes AREA REVIEWED: Footings : line B. 5 at 7 . 5 through 7 at line C. 8 ACCEPTABLE VERIFY: YES NO Coverage (top and bottom, inside and outside face) x Clearance x Cleanliness (heavy rust;scale,mud,dirt,oil , etc . not permitted). x Bar Supports x Bar Spacing x Bar Quantity x Placement (position and tying) x REMARKS : Three areas of untied bars were identified during inspection and were corrected prior to concrete placement . Time of Inspection: 10 : 00 AM Time of Concrete Placement : 11 : 00 AM INSPECTOR: J. Kielty U T S OF MASSACHUSETTS, INC. Reviewed By: William P. Crabtree i Of Massachusetts 'The Construction Testing People' ' - Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/15/2002 Report No. 3 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix , ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL.COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4° T No. Of Sets: 1 CUBIC YARDS: 10 SET 1 LOCATION: Footing: column line 8 at line B. Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 52 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 72 D713 6 x 12 28.27 Good 01/15/2002 01/22/2002 7 50,000 1,770 4 Truck No. 56 D714 6 x 12 28.27 Good 01/15/2002 02/12/2002 28 100,000 3,540 4 Ticket No. 18525 D715 6 x 12 28.27 Good 01/15/2002 02/12/2002 28 105,000 3,710 3 Time 1:20 D716 6 x 12 28.27 Good 01/15/2002 02/12/2002 28 113,000 4,000 4 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: - Inspector Premium Traver Name Time Hours Time J. Kielty No Min Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES I II (1) Cone (2)Cone and Split (3) Cone and Shear (4)Shear (5)Columnar CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard R� Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/15/2002 Report No. 3 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street . Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 .ALL,COM PRESS IVE STRENGTH TFSTS;DONE ACCORDING TO ASTM' C-39 CLASS CONCRETE: 3 0 0 0# 3/4 No.'Of Sets: 1 CUBIC YARDS: 10 SET 1 LOCATION: Footing: column line 8 at line B. Total Unit Slump(in.) 4 Lab Size Area Date Date r Age Load Load Fracture Air Temp.(F.) 52 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 72 D713 6 x 12 28.27 Good 01/15/2002 01/22/2002 7 50,000 1,770 4 Truck No. 56 D714 6 x 12 1 28.27 1 Good 1 01/15/2002 1 02/12/2002 1 28 25 D715 6 x 12 28.27 Good 01/15/2002 02/12/2002 28 Ticket NO. 185 D716 6 x 12 28.27 Good 01/15/2002 02/12/2002 28 Time 1:20 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No Min Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree s FRACTURE TYPES (1) Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop. Supermarket Construction Dept. 9th Floor Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. ` Attn: Michael Collentro _ Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Of Massachusetts -The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/15/2 0 0 2 Report No. 3 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total'Pour: -Footing: column. line 8 at -line B. ' Method of Placement: ❑Pump - ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: " Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: []curing Box ❑X Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 3 to 5 Number of slumps out of specification reported to ' If rejected Approved by Remarks: - a U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 REINFORCING STEEL INSPECTION DATE O1/15/02 3 Barnstable Building. Department Job No. UTS 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotu 200 Main Street Contractor Kay •Construction Corp Hyannis, MA 02601 CONTACTS : Bob Cunningham of Kay Construction SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 ACCEPTANCE CRITERIA: CONTRACT DRAWINGS) F. S-1/3&4 Rev.#1 dated 9/4/01 SHOP DRAWING(S) R01 to R03 dated 1/7/02 PROJECT SPECIFICATIONS 03300 OTHER Drawings .stamped: Yes AREA REVIEWED: Footings column line 8 at line A. 5-B. 5 at line 7 . 5 ACCEPTABLE VERIFY: YES NO Coverage (top and bottom, inside and outside face) x Clearance X. Cleanliness (heavy rust, scale,mud, dirt,oil, etc. not permitted) x _ Bar Supports x Bar Spacing x Bar Quantity x Placement (position and tying) x REMARKS : Time of Inspection: 11 :30 AM Time of Concrete Placement : 12 :45 PM INSPECTOR: J. Kielty U T S OF MASSACHUSETTS, INC. Reviewed By: William P. Crabtree ( 1.1 . -7 Of Massachusetts 'The Construction Testing People' 0 Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 01/14/2 0 0 2 Report No. 13 � Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Cloudy, 45 degrees Fahrenheit DIME: 7 : 00 AM CONTACT: Bob Cunningham of Kay Construction PURPOSE: Observe earthwork and perform field density testing EQUIPMENT: Bomag Supra heavy plate compactor, Gradall XL5100 excavator, CAT330L excavator, Samsung SE210 excavator, CATFL-17 loader, CATD6R dozer, Hypc VR20 single drum vibratory roller TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: J Construction and backfilling of modular retaining wall continued along east side of retention basin. Backfilling of wall progressed using a Gradall XL5100 to place and bucket compact 6" lifts of offsite sand-gravel fill consisting of FMC sand, little gravel, trace silt followed by 4-6 overlapping coverages of a small vibratory plate compactor to densify placement to resistance. RAUGRID Geosynthetic reinforcement was placed at intervals of approximately every fourth course of 6" block extending approximately 10' from face of wall into excavated backfill area. Underdrain construction continued along base of wall as construction continued to step into slopes at north and south ends of basin using flexible 6" perforated corrugated drainpipe encased in 12" of 3/41, gravel wrapped in filter fabric. Construction continued to an approximate elevation of 59' on this date. Repairs were performed along 12' of south end of wall, washed out by previous day's storm. A 4" high section of undermined wall was taken down to base elevation and reconstructed using methods and materials used in its construction. Excavation and installation of drainpipe.and structures was performed using a CAT 330L excavator to the proposed elevations exposing natural sand deposits which received a smooth bucket finish to densify disturbed virgin soils. Upon installation of pipe and structures, a single lift of excavated materials consisting of approximately 70% natural sand deposits, 20% subsoil, and 10% fill was placed using a 330L excavator followed by 4-6 overlapping coverages of a Bomag Supra heavy plate compactor. Subsequent lifts of 12-24" were placed, back-dragged, and bucket compacted using 2-3 passes of a CAT 436C backhoe followed by 4-6 overlapping coverages of a Hypac VR-20 single drum 4 Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 01/14/2 0 0 2 Report No. 13 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp vibratory roller to densify placement to resistance. Excavation of foundation wall footings continued from line A at 6.45 extending north around proposed loading dock along line 7 and south to column line F at 5 line. Excavation was performed using a Samsung SE210 excavator to the proposed elevations at bottom of footing, exposing natural sand deposits which received a smooth bucket finish to densify disturbed virgin soils, followed by 2-3 passes of a small plate compactor. Two small areas of unsuitable soils were discovered during the excavation. These areas (both approximately 6' x 101) were over-excavated approximately 6" to expose natural sand deposit materials. A structural fill consisting ' of onsite sand/gravel mix was placed, bucket compacted, and received 6-8 overlapping coverages of a small plate compactor to densify placement. Construction of west infiltration basin began with bottom and sides of basin being lined with filter fabric on which a 6" bed of 2" double washed stone from the Lynch pit in Falmouth was placed and evenly distributed using a CAT D6R dozer. Placement- of single sections of 30" perforated corrugated pipe began at north end of basin. Pipe was encased and covered to a depth of 6" of 2" double washed stone using a CAT 330L excavator. A field sketch is attached for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours • Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Construction Dept. 9th Floor Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro 1 Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard S ' i e �� b a :tl:'L■ KH L- W ` t i4� MOM- 1. 1'•� Retaining Wall �' 1 Construction and N ,' ' :Q- Il':L■ �� lip. if `_,Retaining Wall Repair ►"� � �,f Drain Pipe&Structures ■��•�+��s� '� . ' ' , �.:��.r- - �'�'•�/{'ram■ bomw 113 �` a �� " a it � ; e ----- -i.� F��b��' �■ il''1 �ll. 'lu• 1��* i Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/14/2002 Report No. 2 � � Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 .ALL COMPRESSIVE STRENOTHJESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 30004 3/41- No. Of Sets: 1 CUBIC YARDS: 22 SET 1LOCATION: Footing column line A at line 6.5 Total Unit Slump(in.) 3 3/4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 45 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 67 D717 6 x 12 28.27 Good 01/14/2002 01/21/2002 7 67,000 2,370 4 Truck No. 58' D718 6 x 12 28.27 1 Good 1 01/14/2002 02/11/2002 28 1 90,000 1 3,180 1 4 Ticket No. 18509 D719 6 x 12 28.27 Good 01/14/2002 1 02/11/2002 28 93,000 3,290 4 Time 1:15 D720 6 x 12 28.27 Good 01/14/2002 02/11/2002 28 85,000 3,010 9 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: ` Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree / FRACTURE TYPES r—� i N I (1)Cone (2)Cone and Split (3)Cone and Shear (4) Shear (5)Columnar CC: Stop & Shop^Supermarket Co Attn: Dan Donahue Stop &' Shop Supermarket Co Attn:' Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/14/2002 Report No. 2 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main 'Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000#r 3;4 "No. Of Sets: I I-CUBUCYARDS: 22 SET 1 LOCATION: Footing column line A at line 6.5 Total Unit Slump(in.) 3 3/4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 45 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 67 D717 6 x 12 28.27 Good 01/14/2002 01/21/2002 7 67,000 2,370 4 Truck No. 58 D718 6 x 12 28.27 1 Good 01/14/2002 1 02/11/2002 26 Ticket No. 18509 D719 6 x 12 28.27 Good 01/14/2002 02/11/2002 28 Time 1:15 D720 6 x 12 28.27 Good 01/14/2002 02/11/2002 1 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name ^Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1) Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar CC: Stop & Shop Supermarket Construction Dept. 9th Floor Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard i Iry Of Massachusetts. 'The Construction Testing People` Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/14/2 0 0 2 Report No. , 2 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: Footing A line 6-8 Method of Placement: ❑Pump ❑Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑X Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: 0 Thermal Blankets ❑ Heat ❑ None. ❑ Other Slump Specification (in.) 3 - 5 Number of slumps out of specification reported to If rejected Approved by Remarks: OfMassachusetts Inc,< _ «1rhe Construction Testing Pam" Pa e # a F DAILY REPORT OF CONCRETE POUR g 1 PROJECT NAME: ANy¢A)e'' PROJECT NO.: DATE: o( - 14-o Z AIR TEMP.: TOTAL YARDS: Z Z LOCATION OF POUR: A Load & Slump Batching Batching Time In Yards Concrete ;Ai f �IT cket # No. of Truck # Inches In. Out Minutes Temp. Cylinders 58 3 3/� 111 '•.sS t Z o , 8 5 `0l�® 670 - 9 IA + �w 1 ; zo 7 7 o I CoO 11/i I / sg s/ Z_ 5$ z : 10 . I I .1 I e I I I I j . I I INSPECTOR:_ j oµ,� �,E� / REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 021180 (781) 438-7755 Fax (781) 438-6216 U U TTTTTTTTTT S S S U U T S S U U T S U U T S S. S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 REINFORCING STEEL INSPECTION DATE 01/14/02 2 Barnstable Building Department , Job No. UTS 7404 ATtn: Mitchell Trott Project Stop &Shop Store 466 - Cotu 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 CONTACTS : Bob Cunningham of Kay Construction SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 ` ACCEPTANCE CRITERIA: CONTRACT DRAWING (S)• F.2-1/3/&4_; Rev.#1, 9/4/01 SHOP DRAWINGS) R01 to R03 dated l/7/02 PROJECT SPECIFICATIONS 03300 OTHER Drawings stamped: Yes AREA REVIEWED: Footing column line A at 'lines 6 .45 ACCEPTABLE VERIFY: YES NO Coverage (top and bottom, inside and outside face) x Clearance - x Cleanliness (heavy rust, scale,mud, dirt, oil, etc. not permitted) x Bar Supports x Bar Spacing x Bar Quantity x Placement (position and tying) x REMARKS : Time of Inspection: 12 : 00 PM Time of Concrete Placement: 1 : 00 PM INSPECTOR: J. Kielty UT S OF MASSACHUSETTS, INC. Reviewed By: William P. Crabtree I U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 REINFORCING STEEL INSPECTION DATE O1/11/02' 1 Barnstable Building Department Job No. UTS 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotu 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 CONTACTS : Bob Cunningham of Kay Construction SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ,.ASTM A617 Grade 40 Grade 60 . ACCEPTANCE CRITERIA: CONTRACT DRAWING(S) F.S-1, 3 , & 4 Rev.#1, 9/4/01 SHOP DRAWING (S) RO1-R03 dated 1/7/02 PROJECT. SPECIFICATIONS 03300 OTHER Drawings stamped: Yes AREA REVIEWED: Footing column line A at lines 4-6 ACCEPTABLE VERIFY: YES NO . Coverage (top and bottom, inside and outside face) x Clearance x Cleanliness (heavy rust; scale,mud, dirt,oil; etc:-'not permitted) x Bar Supports x Bar Spacing x Bar Quantity x Placement (position and tying) x REMARKS : There was sufficient time to perform this inspection. I Time of Inspection: 11 : 00 AM Time of Concrete Placement : 12 :30 PM INSPECTOR: J. Kielty U T S OF MASSACHUSETTS, INC. Reviewed By: William P. Crabtree Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/11/2002 Report No. 1 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE;_ 3000# 3/411 s No. Of Sets:" '1 CUBIC YARDS: 21 SET 1 LOCATION: Footing: Column line A at 4.5 Total Unit Slump(in.) 4 1/4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 43 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 70 D358 6 x 12 28.27 Good 01/11/2002 01/18/2002 7 60,000 2,120 4 Truck No. 56 D359 6 x 12 28.27 Good 01/11/2002 02/08/2002 28 106,000 3,750 3 Ticket No. 18494 D360 6 x 12 28.27 Good 01/11/2002 02/08/2002 28 106,000 3,750 4 Time 1:00 D361 6 x 12 28.27 Good O1/11/2002 02/08/2002 28 110,000 3,890 4 • Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: CORRECTED REPORT: CORRECTED DATE. Inspector ;. Premium :Travel Name Time. Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree "'PC FRACTURE TYPES (1) Cone (2) Cone and Split (3) Cone and Shear (4)Shear (5) Columnar Cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength.Report - Concrete Report Date 01/11/2002 Report No. 1 Barnstable Building Department . Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 1 No. Of Sets: 1 CUBIC YARDS: 21 SET 1 LOCATION: Footing: Column line A at 4.5 Total . Unit Slump(in.) 4 1/4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 43 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 70 D358 6 x 12 28.27 Good 01/11/2002 01/18/2002 7 60,000, 2,120 4 Truck No. 56 D359 6 x 12 28.27 Good 01/11/2002 02/08/2002 28 Ticket No. 18494 D360 6 x 12 28.27 Good 1 01/11/2002 1 02/08/2002 28 Time 1:o0 D361 6 x 12 28:27 Good 01/11/2002 02/08/2002 ; 28 Unit Wt Ibs/cu ft • Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1) Cone (2) Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: • Stop & Shop Supermarket Construction Dept. 9th Floor ,Stop ,&,Shop Supermarket Co Attn: Dan Donahue Stop` &`Shop Supermarket.C( Attn: Arthur Joubert - Kay•Construction,Corp. . . - Attn: Michael Collentro -• ' -Landry Architects Attn: Dave Campbell - Vanasse Hangen Brustlin Inc Attn: Steve Chouinard a- ' Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/11/2002 Report No. 1 Job Number 7404 Barnstable Building Department ' ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis; MA 02601 . Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Footing column line A at 4.5 Method of Placement:• ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other - Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose , Cylinder Storage: ❑Curing Box ❑X Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: 0 Thermal Blankets ❑ Heat ❑ None ❑ Other } Slump Specification (in.) `3-5 Number of slumps out of specification reported to If rejected Approved by Bob Cunningham Remarks: Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 01/10/2002 Report No: 12 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Cloudy, 50 degrees -TIME: 7 : 00 AM CONTACT: Bob Cunningham of Kay PURPOSE: Observe earthwork construction and perform field density tests . EQUIPMENT: Gradall XL5100 excavator, Cat 330L excavator, Cat flit loadere, Cat D6R dozer, Bomag supra heavy plate compactor, Samll plate compactor, Cat 436C backhoe, Hypac VR-20 single drum vibratory roller TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer Maximum Field Test Percent Dry Dry Percent Elevation No. Moisture Density Density Compaction Location (Feet) 1 3.1 128.9 126.2 97.9 See Sketch 53' OBSERVATIONS: At the time of this visit construction and backfilling of modular retaining wall continued along the -east side of the retention basin. Backfilling of the wall was performed as construction progressed using a gradall XL5100 to place and bucket compact 6" lifts of offsite sand gravel fill consisting of FMC sand, little gravel, trace silt followed by 4-6 overlapping coverages of a small vibratory plate compactor to densify placement resistance. Raugrid geosynthetic reinforcement was placed at intervals of approximately 10' from the face of the wall into excavated backfill area. Underdrain construction continued along the base of the wall as construction continued to step into slopes at the north and south ends of the basin using flexible 76" corrugated perforated drain pipe encased in 12" of 3/4" gravel wrapped in filter fabric. Construction continued to an approximate elevations of 56' on this date. Excavation and installation of the sewer pipe and structures continued using a Cat 330L excavator to the proposed elevations exposing natural sand deposits which received a smooth bucket finish to densify the exposed subgrade. Upon installation of pipe 12" of 3/41, gravel bedding for structures and structures a single lift of excavated materials consisting of approximately 85-90% Of Massachusetts -The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 01/10/2002 Report No. 12 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay construction Corp _natural sand deposits 10-15% subsoil was placed and bucket compacting using 330L excavator followed by 4-6 overlapping coverages of Boma supra heavy plate compactor subsequent lifts of 1211-2411 were placed back dragged and bucket compacted using 2-3 passes of Cat FL17 loader and/or Cat 436C backhoe followed by 4-6 overlapping coverages of' Hypac VR-20 single drum vibratory roller .to densify placement to resistance. Excavation of north east infiltration basin continued to an elevation of approximately 59' exposing natural sand deposits. The excavated material was combined with onsite subsoil and deposited in the south parking area to the elevated subgrade using a Cat D6R dozer to evenly distribute materials by backdragging and depressing placement to resistance. The elevated and cut areas received 4-6 overlapping coverages of Hypac VR-20 vibratory roller to densify soils. One field density test was performed in accordance with ASTM D1556 using the sand cone method. Test results exceeded 95% of the modified proctor test ASTM D1557. See attached field sketch for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours fi TimeF " ' : '� _.. ,. _ y-.. .,.` .}.—:..�. .g..z..4.e5N..•. ..,-. „_!' .:e.::.a.dl. ..,:c:. Y -..gip.. J. Kielty No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser CC: Stop & Shop Supermarket Construction Dept. 9th Floor Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard EXCA%1ATlcA) 1,35•TALLAT101J SEWER PIPE AA0 5790CTURES $rDTO-1 RE.iAIN1A16 WALL 53' INFILT(CATIonI BASIN e0r-)5-rAUGTI0#I r T7.9 EXOAVATIOIJ ISAGK FILLW G I SMH-13 S1113501L 4dVT GARKuJG 5086RAP' ELEvA-rwC, , SMN-IZ t _ LU . - 4 NOT TO • SCA4E "_ C'� SRichardsonLane TbH�J hIE�T� JOB NAME: S-foP ;SNoP eorutr uipa FIELD kiStoneham,Ma02180 (_ tp—OZ 'Me Cons"Wion Testing P�;aW PROJECT NO.: �.� S K ETC H Of Mass whucetn inc. J. Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 01/09/2002 Report No. 11 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Rain, Sleet, 35 degrees TIME: 7 : 00 AM C CONTACT: Bob Cunningham of Kay PURPOSE: Observe earhtwork construction EQUIPMENT: Bomag supra heavy plate compactor, Small plate compactor, Cat 436C backhoe, Gradall XL5100 excavator, Cat 330L excavator, Cat FL17 loader, Cat D6R dozer TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: At the time of this visit construction and backfilling of modular retaining wall continued along the east side of the retention basin. Backfilling of the wall was performed as construction progressed using a gradall XL5100 to place and bucket compact 6" lifts of offsite sand, gravel fill from Lynch Pit in Falmouth, MA followed by 4-6 overlapping coverages-of a small vibratory plate compactor to densify placement to resistance. Raugrid 3/3 geosynthetic reinforcement was placed at intervals of approximately every fourth course of 6" block extending approximately 10' from the face of the wall into the excavated backfill area. The construction continued to an elevation of approximately 54' on this day. Excavation and installation of drain and sewer pipe and structures continued using a Cat 330L excavator to the proposed elevations exposing natural sand deposits which received a smooth bucket finish to densify the exposed subgrade cut. Upon installation of the drain pipe and structures a single lift of excavated materials consisting if approximately 75%-85% natural sand deposits 15%-25% subsoil was placed and bucket compacted using 330L excavator followed by 4-6 overlapping coverages of Bomag supra heavy plate compactor. Subsequent lifts of 12" each were placed and backdragged and bucket compacted using 4-6 passes of Cat flit loader. Excavation and grading of central parking area continued using a cat D6R dozer to remove and relocate 18"-24" of subsoil to approximately subgrade elevation exposing natural sand deposits. Excavated areas were backdragged in multiple passes to depress disturbed soils resistance. See attached site sketch. These observations were related to Mr. Cunningham prior to departure. " Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) I Soil Inspection Report Report Date 01/0 9/2 0 02 Report No. 11 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store 466 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp Inspector Premium Travel, Name: s - '-'Time= ,Hours t a a Time" �`= J. Kielty No Max Day+1 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Construction Dept. 9th Floor Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard -)(eAVAT10tJ '�. IASTA I-L.AT WA) DRArN 4SEW6R PIPE AAJD . STRJcTJREs _, ' SMH-�h �S-I I j! _RETAINING WAu. I r DCB'Zio I ? . EXeAVATIONI t. 69ADIA d DNIN-z(o CONSTRUGT�ON1� DMH-L$ I PAR1606•SUBGRADE BAGKFILUNG p►+►H-39 I ® SMH-13 r SUBSOIL STOCK PILE Z8 ---=f- NOT TO SCALE 5 Richardson Lane J OAk) ► F-L-rY JOB NAME: 4702 t:SHOP eor"l-r- t.NDG FIELD r1 ( Stoneham,Ma02180 pt- Ooj-oz.ko A' Arnm Comftuction Testing. PcopW PROJECT NO.: l" S K ETC H Of Massachusetts Inc. `The Construction Testing " LETTER OF TRANSMITTAL - SOIL TESTING RESULTS L ` PROJECT: S` 0v Ah SAMPLE NO. --I `CA G SOURCE: (y� � ��- � ��`cv-,y o7 DATE: PROJECT NO. UTS is submitting soil laboratory test results as follows: REQUEST ED TESTING: Gradation Analysis �Rryash Sieve Analysis Modified Proctor Test ❑ Atterberg Limits ❑ Other PROPOSED USE: ❑ Structural Fill/ Granular Fill ❑ Common Fill/Ordinary Borrow ❑ Massachusetts DPW Standard Specifications t ❑ No Specification provided to our office ❑ Specifications provided to our office but not submitted to a specific use ❑ Sample submitted without indication of intended use and without Specifications Other CIr1-1 _ C CG.v 2.1 RE-NLaRKS: The submitted Sample: ❑ Does conform to the Project Specifications ❑ Does not conform to the Project Specifications Marginally does not conform to the Project Specifications - ,Jo 1 (C� 5c.,,nL G«e,1 We suggest the suitability of this soil be reviewed and approved by the Architect & Engineers-of-Record prior to use on the project- Xther nc-'�-eC-t-\ s ,arn \,O, V ,\,S -ZUV"\ Respectfully Submitted- Ned Callahan - Soil Laboratory Manager 5 Richardson Lane, Stoneham, Massachusetts 02180.(781) 438-7755.Fax '(781) 438-6216 GRAIN SIZE DISTRIBUTION TEST REPORT - < <_ <_ C C C \ C N 00 O O a a a 100 90 80 70 c- u z 60 i, z 50 u U L w 40 L 30 20 10 0 200 100 10.0 1 .0 0. 1 0.01 0.001 GRAIN SIZE - mm % +3" % GRAVEL % SAND % SILT % CLAY USCS LL PI • I 0 . 0 16 .0 77 . 7 6 . 3 SP-SM i SIEVE PERCENT FINER SIEVE PERCENT FINER Location : inches number size size 0 • LYNCH PIT, FALMOUTH � 2 100.0 4 84.0 1 .5 96 .8 10 74.5 1 93 .5 20 54.5 Description : 0 .75 90.8 40 25 .2 • F-M'-C SAND, LITTLE 0.375 85.3 50 15.9 GRAVEL, TRACE SILT 100 8.0 GRAIN SIZE 200 6 .3 D60 1 . 00 D30 VI" Ili iSSA,Ci HUESEI I S, INC. D10 0.198 �, ;rl 1� _ Remarks : COEFFICIENTS : #200 WASH SIEVE i Cc 1 . 17 Cu 5 .0 UTS OF MASSACHUSETfS, INC. Project No. : 7404 Project : STOP & SHOP STORE #66, COTUIT, MA 5 Richardson Lane Stoneham, MA 02180 Dote: 1/9/2002 Sample No. 7190 i MOISTURE-DENSITY RELATIONSHIP TEST 135 130 00 a_ 125 Ole U) 0000 120 0 ZAV for i15 Sp .G . = 2 . 75 110 -- - 2 .5 5 7 .5 10 12.5 15 17 .5 Water content , % Test specification : ASTM D 1557-91 Procedure A, Modified Oversize correction applied to each point Elev/ Classification Not . S G. LL PI % > % < Depth USCS AASHTO Moist . p No .4 No.200 SP-SM 16.0 % 6 .3 % ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 128.9 pcf 123. 6 pcf F-M-C SAND, LITTLE Optimum moisture = 8.3 % 9 .8 % GRAVEL, TRACE SILT Project hlo. : 7404 Remarks : Project : STOP & SHOP STORE #66, COTUIT, MA Location: LYNCH PIT, FALMOUTH Date: 1-09-2002 MOISTURE-DENSITY RELATIONSHIP TEST UTS OF MASSACHUSETTS , INC . Sample No. 7190 Of Massachusetts Inc. °The Contraction Testing 1e" LETTER OF TRANSMITTAL - SOIL TESTING RES UL TS PROJECT: SAMPLE NO. SOURCE: DATE: l I CJ U - PROJECT NO. UTS is submitting soil laboratory test results as follows: REQUESTED TESTING: Gradation Analysis Wash Sieve Analysis odified Proctor Test Atterbem Limits ❑ Other V PROPOSED USE: ❑ Structural Fill/ Granular Fill ❑ Common Fill/Ordinary Borrow ❑ Massachusetts DPW Standard Specifications ❑ No Specification provided to our office ❑ Specifications provided to our office but not submitted to a specific use ❑ Sample submitted without indication of intended use and without Specifications Other RENIARKS: The submitted Sample: ❑ Does conform to the Project Specifications <, Does not conform to the Project Specifications c a W 2, k (-e,) Ste..^� G� e,� ❑ Marginally does not conform to the Project Specifications We suggest the suitability of this soil be reviewed and approved by the Architect & Engineers-of-Record prior to use on the project. Other �c. Respectfully Submitted: Ned Callahan - Soil Laboratory Manager 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 GRAIN SIZE DISTRIBUTION TEST REPORT <Clq _ <_ <_ r� _ _ _ \ C N COO O a O O CN 10 0 c0 M M \ M a ac 90 80 70 w z 60 w z 50 w U w LO d 30 1 20 I 0 I 01 200 100 10.0 1 .0 0. 1 0 .01 0.001 GRAIN SIZE - mm % t3" % GRAVEL % SAND % SILT % CLAY USCS LL PI • 0 . 0 20 . 4 68 . 1 11 . 5 SP-SM SIEVE PERCENT FINER SIEVE PERCENT FINER Location : inches size •es number size • LYNCH PIT, FALMOUTH sze • 2 100.0 4 79 .6 1 .57 98 .6 10 70 .7 1 95 .4 20 52 .8 Description : ' 0.75 94.0 40 28.9 •F-M SAND, SOME GRAVEL 0.37= 86 .8 50 21 . 3 LITTLE SILT 100 14.0 GRAIN SIZE 200 11 .5 Do0 1 . 10 30 D 10 5 p;�� , Remarks : - COEFFICIENTS n°i . r -�_ ^ _ #200 WASH SIEVE C J UTS OF MASSACHUSETTS, INC_ Project No. : 7404 5 Richardson Lane Project : STOP & SHOP STORE #66 , COTUIT, MA Stoneham, MA 02180 Date: 1/9/2002 Sample No. 7195 I MOISTURE-DENSITY RELATIONSHIP TEST 145 140 r U �- 135 OOOT rn c o . 130 0 125 ZAV for SID.G.= 2. 75 120 0 2 .5 5 7 .5 10 12 . 5 15 Water content , % Test specification : ASTM D 1557-91 Procedure B , Modified Oversize correction applied to each point Elev/ Classification Not . S G LL PI % > % Depth USCS AASHTO Moist . p . 3/8 in No.200 SP-SM 13 . 2 % 11 . 5 % ROCK CORRECTED TEST .RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 136 .7 pcf 133. 1 pcf F-M SAND , SOME GRAVEL Optimum moisture = 6 .5 % 7 .5 % LITTLE SILT I Project No. : 7404 Remarks : Project : STOP & SHOP STORE #66, COTUIT, MA Location: LYNCH PIT, FALMOUTH i Date: 1-09-2002 MOISTURE-DENSITY RELATIONSHIP TEST ! UTS OF MASSACHUSETTS , INC . Sample No . 7195 I Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 01/08/2002 Report No. 10 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Cloudy/light snow, 25 degrees -TIME: 7 : 00 AM - CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction and perform field density tests EQUIPMENT: Bomag supra heavy plate compactor, small plate compactor, Gradall XL5100 excavator, Cat 330L excavator, Cat FL17 loader TEST METHOD: ❑X Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer r."Maximum Field �. a •w, ti . Test Percent `` 'Dr s c ' " ' �r T Pt 4 y• 7. Elevation y Dry t ercen No. Moisture ;_ Density ,, «Density' `Compaction, Location r u ! (Feet) 1 5.3 126.6 121.6 96.1 See sketch Bottom of footing 2 6.4 126.6 122.1 96.4 52' OBSERVATIONS: At the time of this visit, excavation and installation of corrugated ductile iron and reinforced concrete drain pipe and structures continued, using a Cat 330L excavator, to the proposed elevations exposing natural sand depsoits which received a smooth bucket finish to densify disturbed natural parent soils. Upon installation of drain pipe and structures (on 12" bed of bucket compacted 3/4" gravel) a single 24" lift of excavated materials, consisting of approximately 85% natural sand and 15% subsoil, was placed and bucket compacted using the 330L excavator followed by 4-6 overlapping coverages of a Bomag supra heavy plate compactor. Subsequent lifts of 121, each, where required, were placed, backdragged and bucket compacted by a Cat FL17 loader making 4-6 passes. Construction and backfilling of modular retaining wall continued using Raugrid 3/3 geosynthetic reinforcement at approximately every third course of 6" thick block. A flexible 6" corrugated perforated underdrain was constructed using 12" of 3/4" gravel wrapped in filter fabric to encase drain pipe. Backfilling of wall was performed as construction progressed using a Gradall XL5100 to place and bucket compact onsite sand deposits consisting of F-M sand, little F gravel, trace silt in six inch lifts followed by 4-6 overlapping coverages of a small vibratory plate compactor to densify placement � Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 01/08/2002 Report No. 10 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp to.resistance. , Two field density tests were performed according to ASTM D1556 using the sand cone method. Test results exceeded 95% of the modified proctor ASTM D1557. These observations were related to Mr. Cunningham prior to departure. Inspector Premium s Travel Name Time Hours Time,, J. Kielty No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Construction Dept. 9th Floor Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard A err �l a L Z, �M►1 24 I pM►1 23 EXGAVAT10n1 I�JSTs►t�AT�onf DAAW f IPE t STROGTvRES r I DAB-19 RETAIrNNG•WALL co/JSTftU.dTfoA kPT' 1 4 BAeKFjl-Ll 1G B o.F, 9�•i°lo t=DT4►Z. SZ' . N _ v NOT TO SCAt-E `� 5 Richardson Lane TONG n OI- O$ -oZ KiE�-TY JOB NAME: s"fOP SHoP -r � -r e.�lD 1 Stoneham.Ma 02180 n � FIELD � . Of IMossachufeHc "The C*Mf Ucf'on 'besting die' PROJECT'NO.: SKETCH Inc. _r Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 01/07/2002 Report No. 9 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Rain, 36 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham. from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Gradall XL5100, Samsung SE210 excavator, Cat FL17 loader, Cat 436C backhoe, Cat 330L excavator, Bomag plate compactor, Hypac VR20 vibratory roller, 2 small vibratory rollers TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: 0 Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: On this date, excavation and installation of corrugated and ductile iron drain pipe and structures continued in areas indicated on field sketch, using a Cat 330L excavator to the proposed elevations exposing natural sand deposits which received a smooth bucket finish to densify disturbed virgin soil. Upon installation of drain pipe and structures (placed on 1211 of bucket compacted 3/4" gravel) a single 2411 lift of excavated material was placed and bucket compacted using the 330L excavator. Subsequent lifts of 12" each were placed and bucket compacted using a Cat 436C backhoe prior to compaction using 4- 6 overlapping .coverages of a Bomag supra heavy vibrating plate compactor. Construction of modular retaining wall began at west retention basin using a Gradall XL5100 to grade subbase and bucket compact disturbed parent natural sand deposits. A single 6" lift of sand gravel fill from Lynch Pit in Falmouth was placed and bucket compacted followed by 4-6 coverages of a small plate compactor to densify base pad prior to placement of 2 courses of retaining wall block. Foundation wall footing excavation began at west side of building along column line "A", lines 4-8, using a Samsung SE210 excavator to remove natural sand deposits to the proposed elevation. Due to an onsite surveying error, it was discovered that footings were over-excavated approximately 24". Excavated materials were utilized in a single lift of approximately 2411 to correct the elevation. Six to eight passes of a Hypac VR20 single drum vibratory roller compacted the placement prior to hand finish grading and 4-6 overlapping coverages of Bomag supra compactor. Due to weather conditions detrimental to utilization of sand cone, no field density tests were Of Massachusetts. to 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report - Report Date 01/07/2002 Report No. 9 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp performed on this date. observation of compaction methods, materials and physical observation of compacted areas were found to be dense and stabler A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Construction Dept. 9th Floor Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard 0 FOOT iN G E XGAVATiorJ DMH-3't t RETAININb WALL PMW-37A .CoNSTRuC-rloN _ .Br=SINS Z DMH•is Ud A VAT iotJ U-)5TALLAT100 DRAuJ PIPE �S-rRJGTtURE$ N Z8 . NOT TO SCALE 5 Richardson Lane J OHa 'KI EL-TY Stoneham,Ma02180 JOB NAME: FIELD 01- o7- oz A 41M Coustrucdon Testing People" PROJECT NO.: SKETCH Of Mausmhusam Inc. H r Of Pkismhusetts Inc. "The Construction Testing Peopw LETTER OF TRANSMITTAL - SOIL TESTING RESULTS PROJECT: SAMPLE NO. SOURCE: L.. (V1c� RA- Fes.`. on cnJ 7 V� DATE: � /U y 4 U U � PROJECT NO. �"� 04 UTS is submitting soil laboratory test results as follows- REQUE_ STED TESTING: R '6rradation Analysis tash Sieve Analysis odified Proctor Test ❑ Atterberg Limits ❑ Other PROPOSED USE: ❑ Structural Fill/ Granular Fill ❑ Common Fill/Ordinary Borrow ❑ Massachusetts DPW Standard Specifications ❑ No Specification provided to our office ❑ Specifications provided to our office but not submitted to a specific use ❑ Sample submitted without indication of intended use and without Specifications Other S c,^i REMARKS: The submitted Sample: `Does conform to the Project Specifications S eC,�: C� U �O0 " �` d ❑ Does not conform to the Project Specifications ❑ Marginally does not conform to the Project Specifications We suggest the suitability of this soil be reviewed and approved by the Architect & Engineers-of-Record prior to use on the project- Other ��w�Q��' S,v�ovv�; �"4 � .t V ,�• �hs,�}eC �.6" Respectfully Submitted: Ned Callahan - Soil Laboratory Manager 5 Richardson Lane, Stoneham, Fiassachusetts 02180 (781) 438-7755 Fax (781) 438-6216 • GRAIN SIZE DISTRIBUTION TEST REPORT _ c cc - - c N m o_ 0 0 0 01 o co 100 f0 17 N rn \ M aR aC � zG 3C 90 80 I 70 Ld z 60 w ~ z 50 w Iw 40 30 l 20 I 10 0 I 200 100 10.0 1 .0 0. 1 0 .01 0.001 GRAIN SIZE - mm % +3" % GRAVEL % SAND % SILT % CLAY USCS LL PI • 0 . 0 44 . 3 49 . 4 6 . 3 SP-SM SIEVE PERCENT FINER SIEVE PERCENT FINER Location : inches number * LYNCH P I T size • size • 2 100.0 4 55 .7 1 .5 97 .2 10 47 .9 1 88. 2 20 37 .2 Description : 0.75 83.2 40 21 .9 •F-M-C SAND, AND GRAVEL 0.375 68.6 50 16.0 TRACE SILT 100 9 . 1 Section 02200-6 2.01(C) san GRAIN SIZE 200 6 .3 -gravel sample MEETS. GRADATI N D60 6 . 24 ,.• D 30 D 10 0.170 - F:_:is,'; Remarks : *#200 WASH SIEVE COEFFICfENTS ;' _ *SAMPLE CONTAINS PIECES Cc 0 . 35 OF ASPHALT Cu 36 . 7 UTS OF MASSACHUSEfTS, INC- Project No. : 7404 Project : STOP & SHOP STORE #66 , COTUIT, MA '5 Richardson Lane Stoneham, MA 02180 Date: 1/04/2002 Sample No . 7184 i MOISTURE—DENSITY RELATIONSHIP TEST 140 135 OF ' U �- i 30 or T c_, c loor 125 0 i20 ZAV for Sp .G. = 2 . 75 1 1 E-H4 FFIIII i15 2.5 5 7.5 10 12.5 15 17 .5 Water content , % Test specification : ASTM D 1557791 Procedure C, Modified Oversize correction applied to each point Elev/ Classification Nat . S G LL PI % > % < Depth USCS AASHTO Moist . p . 3/4 in No. 200 SP-SM 16 .8 % 6 .3 % ROC! CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 135. 1 pcf 130.0 pcf F-M-C SAND, AND GRAVEL Optimum moisture = 7 .3 % 8. 7 % TRACE SILT i I Project No. : 7404 Remarks : Project : STOP & SHOP STORE #66, COTUIT, MA ' Location : LYNCH PIT ; Date: 1-04-2002 MOISTURE-DENSITY RELATIONSHIP TEST UT S OF MASSACHUSETTS , INC . Sample No . 7184 � Of Massachusetts -The Construction Testing People' Page 1 5 Richa'rdson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 01/04/2 0 02 Report No. 7 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Clear, 38 degrees. .TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, Hypac VR-20 heavy vibratory roller, Cat 330L excavator, Cat D6R dozer, Bomag supra heavy plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: At the time of this visit, excavation and installation of drain utilities continued, using a Cat 330L excavator, to the proposed elevations exposing a base of natural sand deposits which received a smooth bucket finish to densify disturbed virgin soils. DMH structures were placed on a 12" bed of bucket compacted 1 1/2" gravel. Approximately 10 inches of frozen subsoil removed during excavation was stockpiled for future use in other areas of the site. Upon installation of 15" and 30" corrugated drain pipe and DMH structures, a single lift of 12"-18" of excavated materials (consisting of approximately 85% natural sand, 15% subsoil) was placed and bucket compacted by the Cat excavator, followed by 4-6 overlapping coverages with the Bomag plate compactor. Three to four subsequent lifts of 1211-18" were placed using a Cat 436C backhoe, bucket compacting fill prior to 4 passes of the Hypac vibratory roller to densify placement. Excavation of leaching field "A" and west cultec infiltration basin continued to bottom of field I elevations exposing natural sand deposits. Excavated materials were combined with a variable amount of subsoils (approximately 5-30%) and distributed in approximately 2-3 lifts of 12"-18" under parking area in approximate 30_' perimeter around leach fields. Lifts were evenly spread and backdragged using a Cat D6R dozer to depress placement to resistance followed by 6-8 overlapping coverages of Hypac heavy vibratory roller to densify placement. Due to variable soil conditions, no field density tests were performed this date. A visual observation found placements to be dense and firm under foot. A field sketch is enclosed for i Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 01/04/2002 Report No. 7 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp i review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel. Name Time- Hours ` Time J. Kielty No Max Day+l Hrs OT 1 Hr(s) 1 REVIEWED BY: Chuck Fraser CC: Stop & Shop Supermarket Construction Dept. 9th Floor Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro • Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard UNDEK PAvEME:t0- S UISGRADE FILL VARIABLE ELEVAT►oPJS� Cu�TEC ' (iASIN LEA/:N FIELD DM4.18 EkdAVAY IoA) LEACHING COwI ritiurS FIELD"A" DMN•i0, EXTENT OF DRAW EXe-A VATIOAJ AND IA35TALLATIDIIJ z8 ---�=�- No T TO SCAL-E f n " �, 5 Richardson Lane T014r.) K IELTY JOB NAME: S-1oP j:sNc�_P enTut,r L�1nG FIELD 14 (- ,Stoneham,Ma 02180 0 t_0 4-`O Z N \ A Inc. 'the C Mftucftn Teging Pam@ PROJECT NO.: S K ETC H MatsachusoHs _ is f4 Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 01/03/2002 Report No. 8 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Cloudy, 35 degrees .TIME: 7 : 00 AM CONTACT: Bob'Cun.ningham from Kay Construction PURPOSE: Observe earthwork construction and perform field density tests EQUIPMENT: Cat 330L excavator, Cat 436C.backhoe, Bomag heavy vibratory plate compactor, Hypac VR-20 single drum vibratory roller, Cat D6R dozer TEST METHOD: ❑X Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Maximum Field Test - Percent Dry Dry Percent Elevation No. . Moisture Density Density Compaction Location (Feet) 1 6.4 136.7 136.5 99.9 See sketch 69' 2 6.4 136.7 1 136.9 1 99.8 " 1 11 3 4.2 128.9 125.3 97.21 Retest of test #2 on 1/2/02 OBSERVATIONS: At the time of this visit, elevating of underslab fill was completed with an 8"-10" lift of sand gravel base course being applied using a Cat D6R dozer to evenly distribute and backdrag placement to J 'resistance. Material was transported from Lynch pit in Falmouth using multiple 10 and 18 wheel dumps. Compaction of base course was performed by a Hypac VR-20 vibratory roller making 6-8 overlapping coverages to densify placement on entire slab area. Excavation and installation of drain utilities continued using a Cat 330L excavator to the proposed elevations exposing natural sand deposits at bottom of excavations which received a smooth bucket finish to densify disturbed virgin soils. Upon installation of drain pipe and structures, using appropriate methods and materials per specifications, backfilling was performed using three to four 1211- 18', controlled lifts of excavated materials (onsite natural sand deposits blended with some subsoil material) which received a smooth bucket finish from a Cat 330L excavator and a Cat 436C backhoe prior to compaction using a Bomag heavy vibratory plate compactor making 6-8 passes to densify placements. Three field density tests were performed according to ASTM D1556 using the sand cone method. Test results to be included upon completion of lab sieve and proctor analysis for sand gravel underslab base f Of Massachusetts 'The Construction Testing People' - Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) • r Soil Inspection Report Report Date 01/0 3/2 0 02 Report No. 8 Barnstable Building Department Job Number 7404 i ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp _course. Note: Test #3 is a retest of test #2 performed on 1/02/02 to verify lower readings than those obtained on tests #1 and #2 performed this date at top of underslab base course. Upon further observation, it appeared that sand gravel fill delivered this date contains a higher silt content than sand gravel fill placed on 1/02/02. A sample of the sand gravel fill delivered this date and placed in south-east underslab area,. was obtained and transported po ted to the UTS lab for sieve and proctor analysis. It was observed that subsurface substanance is occurring in subbase pavement area at southwest corner of building where significant 'pumping' was observed. Superintendent Bob Cunningham advised site contractor of conditions. Future investigation and correction is required. A site sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. i Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Construction Dept. 9th Floor Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard SA/JP GRAVEI- FiL-L UNDER SLAB 15A5E COURSE' AREA 14HERE FAT S ELE V 6'4' PuMP►�JG" :RETEST of TEST *L ou o►-OZ-oL IS OBSERVED FDTi ELEV. (0+, FES"U. C Dr^H ZoA / 7 Z DMH-210 6 4" EXTENT OF EXGAVA-rWA) I105TALLAT10/0- OF PF-AIA> PIPE 5 TRUG-C U fZE 5: N1 Z8 ----n~ NOT TO SCAL-E 5 Ri"_ �� chardson Lane ToHwi KiEI.T r JOB NAME:.S7CP j . � FIELD kiStoneham,Ma02180 01 _ 03_OZ 'The Construction Testing PeOPW PROJECT NO.: S K ETC H Ot Mac ochutetrs Inc. 'r 1 n� ul �� . .� .�wr_. �-,.�--,---.-. _�..--..,.� _ .._ Of Massachusetts. 'The Construction Testino People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT TESTING REPORT Report Date 07/09/2002 Report No. 12 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: .TIME: - CONTACT: OBSERVATIONS: The following are the results of extraction test performed on a sample of asphalt top mix placed at the above project site on 6-04-02. SIEVE SIZE PASSING 1" 100.0 3/411 _ _ - - 100.0 .1/2n 100.0 3/811 98.1 No. 4 59.5 No. 8 43.1 No. 16 35.5 • No. 30 24.8 No. 50 12.5 No. 100 6.7 No. 200 4.5 Asphalt Content - 6.0% LNa pector Premium Travel meTime Hdurs Time Crabtree No REVIEWED BY: William P. Crabtree F. Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT TESTING REPORT Report Date 07/09/2002 Report No. 12 Job Number 7465 Barnstable Building Department Attn: Michael Trott Project S & S' Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction • cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction .Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva • i Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT TESTING REPORT Report Date 07/09/2002 Report No. 13 Barnstable Building Department'•, Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: -TIME'- CONTACT: OBSERVATIONS: The following are the results of extraction test performed on a sample of asphalt top mix placed at the above project site on 6-06-02. SIEVE SIZE PASSING 1" 100.0 3/4" 100.0 1/2" 100.0 3/8" 96.2 No. 4 63.0 No. 8 45.2 No. 16 33.2 • No. 30 22.3 No. 50 13.5 No. 100 8.0 No. 200 5.1 Asphalt Content - 5.7% Inspector " Premiumh t. Travel , Name w „ Time Hours Time L. Crabtree No REVIEWED BY: William P. Crabtree r ;. Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT TESTING REPORT Report Date 07/09/2002 Report No. 13 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction cc: Stop & Shop Supermarket Attn: Dan Donahue ; Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva 0 C S op `3hof CAL- t'�- i i. i ccr-�� ab b a �,�.�.d.:_-.�.ar'�-...`4.nr: _�:..o.,. _._.....� � - - _,.y.,L.-. � � _..... .. 1:'!r�'. ..rT=- -�"=�.'n'wa"•fg'r^...�'.:.. � ... .. ...,�w...ev..,..-�r.;+w�e.�;fl�;�..n:.�'L'iv'°,�:_--= --''.wr_v�.::�'_ .-r_.....�.+i�'�'q.-_'�,�__�sr.,. ._�_ `u� 4 ��, �.f�:Massac-hus'etts' 'Th:e. C:o;nstruct�oln T;estiing P:eopa:e' Pagel ,5'Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT INSPECTION REPORT Report Date 03/29/2002 Report No. l Barnstable Building Department Job Number, 7 4 0A ATtn: Mitchell Trott Project Stop & Shop Store #66 - cotuit, MA 200 Main Street Contractor Kay Construction Corp #. ,.. . .Hyannis, MA 02601 ,, 'WEATHER:-' Hazy;. 54 degrees :TIME. .,,? 00 AM 'CONTACT:'`Craig Wi'lliamson from Kay Construction SUMMARY: The following was observed: Placement of 2" bituminous concrete binder course was performed at .Building "F" main parking area. . The binder course material from Lawrence Lynch plant in "Falmouth was placed, using a Cat AP1055P paver screed, at a thickness of 2 1/4" to 2 1/2", to accommodate a -2" finish thickness after densification efforts which were performed by one Hypac C766B twin drum roller and one Dresser S4-6B twin drum,roller making several overlapping coverages to depress the.binder course to resistance. Material temperature at the time of placement ranged between 280 and 310'degrees Fahrenheit. Four bituminous concrete samples were obtained and returned to the UTS lab. for analysis. Results will be available upon completion. These observations were related to Mr. Williamson .prior to departure. GENERAL REMARKS: Inspector•, Q.� �Rremium Travel Name :s Time Time; J. Kielty No REVIEWED BY: William P. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. " Attn: Michael Collentro Landry Architects - Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard assaa ujik s - ''Tti:e Construction ,: sthrig People' ' z Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/29/2002' Report No. 67 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER:- Hazy,. ;,54, degrees . .TIME .7: 00 -AM CONTACT:. Craig Williamson from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, Cat 950G loader, Hypac C766B twin drum roller, Dresser S4- 6B twin drum roller, Cat AP1055 paver screed, Tampo RS166A twin drum vibratory roller TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ® Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Compaction of Stop & Shop parking area gravel base course continued ,using 6-8 overlapping coverages with a Tampo RS166A twin drum vibratory roller to density previously prepared surface to provide uniform base for paving. Excavation and installation of utility duct bank was performed at west side of Building "F" using a Cat 436C backhoe to the proposed elevations exposing previously compacted granular fill and/or natural sand deposits. Upon installation of conduit, concrete encasement,of duct bank trench was performed. Backfilling of today's installation-not performed this date. Backfilling of previously installed utility duct bank was performed southwest of retail building"F using a Cat 95OG loader to place and backdrag in multiple passes previously excavated materials to depress placement to resistance. No further compaction efforts performed this. date. A field sketch is enclosed for review. These observations were related to Mr. .Williamson prior to departure. Inspector; " � _ ^<' Premiums t _ I f m M1 7rave Name ) � r ; Time' Hours Time ' J. Kieltyµ NoM Max Day+1 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser " f IYhassaa-t ui e, e C.6nstiruction Testing P.:eopfe' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781438-6216(Fax) .Soil Inspection Report Report Date 03/29/2002 Report No. 67 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay. Construction Corp s_ cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop &Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard jSX::-23 APROIDUATE LIAT Or Wft 24 70 or LINDER A SEPARATE WA5rrrWAjER—jR& 3". rACItjTY CONTRACT DIOW) (SEE DRANNO C-18) 6.9 FIC;4PVC ZENON WASTEWATER WAKS Placement and FACUTY ZA TWA NMI TAM I ATM Dir k %.ft ITT AND ENCLOSM compaction of 2" ... ...... ................. ..... 0 PA bitunionous concrete.. ........ . U(Z/T Ps binder course i t/ to 11 1! , 11.000 CAL WAINTAIN AND PROTECT ILD SE 00STING GREASE TRAP- "UND "PVC b I TAW( INSTALL Ir-4&OCH) &. 6EJ AND CONNECT TO IMFVALVE M rXrJTM WATI[IR UNIT 11ow-411 Li Ew�-14 to --r— 1100571149 HYDRANT j. Is �-AEWOVT a RELOCA I T♦ — --4 , S L 4 A BUILDING IF PROPOSED STOP & SHOP SUPERMARKET 1-66.00 FIFE-6 SIT RECONNECT Pik. ER 1.61.00 L CESTE31 BASIN SIX I Excavation, installation and 40 03 1 1-61.00 Bituminous 7��concrete encasement I- oncrete sample L of utility duct bank i ocation#2 P 1A lx� D 30'LVIL I 0 25 17 24'0 5:27W 2 0 TO C IV.-54.00 JL--TRANSFORMER PAD 13 00.1-57. a's 1.60.00 lam" IIII'MI I-VA a-Cw 1-5660 1-01.00 ROOF L) 1Bitumi TO rw -0.0 inous f 5 ----- --- -ly ES-22 ITtia V- &>,concrete sample VIDWIT 12 .,!ocation#3 1.67.70 50'.72' EX --Fe G(T.72' RESERVE to k-6190 -�4 -30 6I.OD-\ LEACHING A17 -36A A -IONIC! 121, 3O`D —30`0 ji a - • amn Bituminous Bituminous w- 1,"4-�2D —Backfilling of utility sam ple mple concrete sample -- —-—-—-- duct bank ocation#1 location#4 KID 9 1 FETAL a tr)wxir YEE = -2DA I LM 0 -1 IIA FM-67 I r Cy - SrTBACW I 12, 5 Richardson Lane PROJECT:fVO p & Shop Cotuit Landing ieSioneh,rn,MA02180lty FIELD SKETCH WEST UTS DATE: 03-29-2002 T. of m�ssach`usetts Co:nst.r:.uct�ort`T;est�rig People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781438-6216(Fax) Compressive Strength Report - Mortar Report Date 0`3/29/2002 Report No. 17 , Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project stop & shop store #66 = cotuit, MA 200 Main Street Contractor -Kay Construction Corp Hyannis, MA 02601 Concrete Co. on-site mix ALL:FIELUTESTS'DONE ACCORDING:TO ASTM: ' C-1064 C-270 AL'L COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: ' C-109 CLASS'MORTAR:. 'T"ype,,s :1800 psi No. Of Sets: 4 SET 1'LOCATION: Wall: Rear elevation column line A3.6 -4.5, top 4 courses C.M.U. Total Unit ' W,,. Air Temp.(F:) 49 `DateDate Age Load LoadMortar Temp(F) 46 sq am j Condition Cast Tested Days (It►s) (psi.) Time 8:30 R772 2 x 2 x 2 4.00 Good 03/29/2002 04/05/2002 7 4,000: 1,000" R773 2 x 2 x 2 4.00 Good 03/29/2002 04/26/2002 28 R774 2 x 2 x 2 4.00 Good 03/29/2002 , 04/26/2002 1 28, SET 2 LOCATION: Wall: Left elevation column line 2A-D, 12" C.M.U. '17th,�-21st course Total Unit Air Temp.(F.) 50 Labs Sep` A"re� `` '��Date� Date Age LoailLoatl Mortar Temp(F) 48 ytdo (m j �(sqn) Contlit�on.. Cast Tested Days (Ibs.) (psi.) Time 11.30 R761 2 x 2 x 2 4.00 Good�M "03/29/2002 04/05/2002 7 3,900. 980 R770 2 x 2 x 2 4.00 Good 03/29/2002 04/26/2002� 28 R771 2 k 2 x 2, 4.00' Good 03/29/2002 04/26/2002 28 - SET 3 LOCATION: Wall: Left elevation •column' line 2A-D 12"C.M.U. 22nd - 27th course � � Total &�Load it Air Temp.(F.) 51 Lab Size: � Area Date" Date Age � Load Mortar Temp(F) 47 No (in j (s'qm)w Condition Cast Tested Days (Ibs_j" ) Time. 2:00 R766 �2 x 2 x 2 4.00- Good 03/29/2002 04/05/2002 7- 4,200 1,050, R767 2 x 2 x 2 4.00. Good 03/29/200E 04/26/2002 281 R768 2 x 2 x 2 ' 4-001 Good 'I 03/29/2002' 04/26/2002 28; SET 4LOCATION: Wall: Left elevation column line 2A-D 12" 'C.M.`U. 28th - 33rd course �' TotalPOAd Unit Air Temp. (F.) 52 Lab, Size Area Date pate A e toad Mortar Temp(F) 50 gNo. (m) s (sqm)rConditionIKU- 51w llI P, Cast `" Tested Days (Itis) si.) Time 3:00 R763 2 x 2 x 2 4.001 Good 03/29/2002" 04/05/2002 7' 4,100 1,030 R764 2 x 2 x 2 4.00' Good 03/29/2002 ; 04/26/2002,1 28 R765.- 2 x 2 x 2 4.00' Good 03/29/2002 04/26/2002, 28 # Massachusetts? ='Th:e::C'o.nstiil uction Testing People' z. Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/29/2002 Report No. 17 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop store #66- - Cotuit, MA ,.200 Main Street - 'Contractor Kay Construction Corp Hyannis, MA 02.6.01 Concrete Co. on-Site mix GENERAL''REMARKS:, Inspector P er�rn�ium Travel,; Name Times Hours4 �. �� N P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave, Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva ,E �;f SIN assach�usett�s "Tle Co;nstructiolrt Testing ople' J Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date ' 03/29/2002 Report No. . 21 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA_ 02601 Contractor Kay Construction WEATHER: CONTACT: PURPOSE: EQUIPMENT: TEST METHOD: 0 Sand Cone ❑ Nuclear Densometer -TITLE: - r 0-Inspector 0 Staff Engineer 0 Engineer OBSERVATIONS , s . i . : � aG vy r� `�.�;s �{ . .� 4 q- S d { L. Y '* .I` ,..•tea ti 9 i. t l f t anti, 'Sr•..... 51:..:'k:.-..r r.. ,.r� 6. ... Y....i}.. r�.l...n .a r. .. I..!. ..!h ..... .. r..• r .r •. .. r,.a.. .t.,a.'.'t.cT.r r..d a W:i ..^v-.rr..�l Jr ....:t[' vt.f. .r.M.. .r .r.!�. Inspector �' N Oame t�Premium TF.`�ravel eN me x Hours =_E 'REVIEWED'BY: i 01 M as"sac-husefts' "Th:e C:o:nstcuctioin Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/29/2002 Report No. 21 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main . Street Hyannis, MA 02601 Contractor Kay Construction i CC:_ Stop & Shop Supermarket_ y Attn: Dan Donahue _ . Stop& Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard I i Of M assac"t'us`etts 'Th:e Co:nstlruction Testing People'"` Page 1 .5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil ingpection Report Report bate Report No. 3 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street :Hyannis,, ,.MA 0-2601; Contractor Kay construction, _`WEATHER: Hazy,_ ;54 degrees .TIME: .7.•.00. AM CONTACT: Bob Cunningham from"Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 320B excavator, small plate compactor, 10 wheel dumps TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ® Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation to bottom of footing. elevation and bottom of treatment tank elevations continued using Cat 320B excavator to the proposed elevations exposing natural sand deposits. Where finished elevations were obtained, surface received a smooth bucket finish to depress.disturbed soils, followed by 6-8 l t; overlapping•_cover.ages:..w:i.th-:smal'l�:plate compactor `to 'density` placeiiient. Excavation efforts are ongoing. A field sketch is enclosed for `review. .. 6, These observations were r6l!ated to Mr. Cunningham prior to departure. 'Ins ector> f '7fi y� �" r x a { by �Y'P „ ,temiuin Travel��. s a � r''.a� TimeHour�sT FAWME 7 � J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue St op & Shop'Supermarket Attn: Arthur Joubert .;p,,,;;,a_y,`�., . Kay,Gonstructi"on;°Corporation� -••- - Attn: Michael' Colleritro . Landry Architects Attn .Dave,.Campbell T ,� �• _.j. .��<;;t•;: r{.,.:. t.1;.C,i' _ .�:r::r :f:, a •3 ei1.<,_..., t. .Tt•-."., ,.t. -�' �• Vanasse Hangen Brustlin, Inc. Attn: . Steve Chouinard t�':(lY3 c;'-7�:.tj.\.d.."_ ...d. ;:�;• ::�'C.:r�- >•a 'car.. .,; .Ini!� r!,.;�'. .'{. Cf I;r. • p ::r ;� .-f .. .. .Tj _ �• �. .,s�.j.i�l ,F. `'' D2 �T. �ptaj:': -i'r G:i'Eil? 1_, i APROAMATE LIMIT OF WORK TO BE PERFORMED UNDER A SEPARATE WASTEWAIER TREATMENT FACILITY CONTRACT (HOLD) (SEE REFERENCE DRAIMNG C-16) Excavation to bottom PVC of footing continues ``•�F MAINS ZENON WASTEWATER 2ZOOD GAL. EQUALIZATION ♦ 1 r1G IWENT FACLffY TANK do PUMP STATION UNDERGROUND 7REA7MEHT TANK �. •' ins GENERATOR AND ENCLOSURE VAULT ...• . - .. TRANSFORMER PAD •-• --. f' k'"4�_ PRESSURE DOSING STATION IMTN PUiMPc j< WUGE �• -28 r� V \ •. • i} k 'r .000 GA ✓ 4. �,,. _ L. T SETTLING ` ` ^ ♦6' 6-PVC - ,..� �. TANK. ` _1 • - _ ,,n VALVE MAJ1 g•g Excavation to bottom J. --w f treatment tank p 1 2 2 PVC begins ` 12'w Z rr..•.ati� •••aud- Rcm MA02180 harg JOB NAME: Stop & Shop Building "G" DRAWN BY: John Kielty V T�7 FIELD SKETCH BLDG "G�� PROJECT NO. DATE: 03-29-02 Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/29/2002 Report No. 16 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Hazy, . 54 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10 wheel dumps, Gradall XL-5100 excavator, Cat 436C backhoe TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Backfilling over concrete encased duct banks was performed (southwest of retail building "B") using a Cat 436C backhoe and Gradall XL-5100 excavator to place and bucket compact previously excavated materials consisting of F-M-C sand, trace gravel, little silt. No further compaction efforts were performed this date (see field sketch #1) . Excavation and installation of utility duct banks continued west along RTE 28 using a Cat 436C backhoe to the proposed elevation at bottom of trench exposing dense F-M sand and silt, little gravel, which received a smooth bucket finish to densify any disturbed soils. Placement of concrete encasement -around installed duct bank conduit was performed. Trenches at business entrances were plated to permit vehicular traffic. Backfilling of today's installation not performed this date (see field sketches #1 and #2) . These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name .• Time . . Hours. Time J. Kielty No REVIEWED BY: Chuck Fraser " Of Massachusetts. 'The Construction Testing P'e'opl'e'- Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/29/2002 Report No. 16 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S .Landing Rte. 28 Improv.-Cotuit MA 200 Main Street ' Hyannis, .MA- 02601 Contractor Kay Construction ` .a cc*., Stop & Shop Supermarket' Attn: Dan Donahue Stop & Shop. Supermarket' Attn: Arthur Joubert Kay Construction Corporation Attn: , Michael Collentro Landry Architects Attn: Dave.Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 0 4GROUND VERIZON N8TAR NEW UTILITY POLE COMPLETELY UNDERGROUND •VERiZON TO GO UNDERGROUND 8 CONDUIT(4s NSTAR TO G0 UNDERGROUND 8 OONDUIT(81 Excavation, :..installation and Backfilling of utility duct bank. Concrete encasement ;:. .of utility duct bank. ' = 1 w...r ...� �.r. ..... ' '� .r... ...., EMS71NO DIRtCT BURIAL VERt �, a••• •r C ',j-mm Q, -wane Nna SON LINE MCEO IN TRENCH PIX1114 1(6)l 4� PVC VFRIZON .. .. a t.. ... "^ ( ..•A \� ��:". ... .•. }•- i ..,, +.�y1 .�;._+�.,T,��t.�°4/'��±,�.- '•.�;-�S . ..E � �,•� ��.,eD'� � �• _ 1 17400 i .. •r_. 't?r_:\5 `i ff ?a A� •a 6 1 PT V. •. ... 1.-• Y .. .-.. • _. ♦ ' WAR NE-1781Eww MN SM10 ft. 1840 • . � .. .-.� � P DETAIL$ 6I�+ 5 Richardson lane DRAWN BY: John Kielty DATE:1:03-29-02 UT.7 JOB NAME: Stop & Shop Rte 28 Improvements I Stoneham,. �" FIELD SKETCH - PROJECT NO.' 1 ��. DEPAROUNDSCONWIT(41 !RGROUND 6 OONDtJff(W) E)QffnNG AERIAL UTIIMES TO REMAIN AERIAL lExcavation, installation and concrete encasement-- - of duct bank. t VERIGM lftW MH STA. 18409 1111A� PLACED IN TMCH SOON �tw� j, $I N=10N UK zm4LIM—T 6 on" O:OM�iLIQN MLOGA (0-41 PVC VENZON T0. (6) 46 PW VMZON ..........-AUn p Fly .2. L-1%142pn +7&M iriv fame.._..... .............. ........... CONDU TRENCH ff SEE REAL 8A an TRENCH=,VATION UTS 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 03-29-02 Stoneham,MA 02180 `PROJECT NO. q4C FIELD SKETCH 2 of 2 i � Of Massachusetts. 'The Construction Testing People'- Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/29/2002 Report No. 21 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S_& S Landing,Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Hazy, 54 degrees .TIME: 7-: 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 950G loader, 10 wheel dumps, Cat D6R dozer, Zip-It AZ480 asphalt zipper, Tampo-RS166A twin drum vibratory roller, Cat 140G grader, Hypac C766B twin drum roller, Dresser S4-6B twin drum roller, Cat AP1055B paver screed TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Grading of retail parking area subgrade and gravel base course continued using a Cat 140G grader to evenly distribute and backdrag offsite gravel base consisting of F-M-C sand and gravel, trace silt (where required) from Lynch Pit in Falmouth, and reclaimed pavement base. Compaction was performed by the Tampo RS166A twin drum vibratory roller making 6-8 overlapping coverages to densify placement. Pulverization of existing bituminous concrete pavement was performed where it existed using a Zip-It mAZ480 asphalt zipper attached to Cat 950G loader to cut and grind bituminous concrete in' place. A Cat D6R dozer was utilized to expose existing compacted subgrade to the proposed elevations. Reclaimed bituminous concrete was segregated and re-used as reclaimed pavement base course. Compaction of retail parking area gravel base course continued with a •Tampo RS166A twin drum vibratory roller making 6-8 overlapping coverages to densify surface to provide uniform base for paving. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time ' Hours Time J. Kielty No REVIEWED BY: Chuck Fraser � Of Massachusetts: 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/29/20.02 Report No. 21 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street •Hyannis, MA 02601 Contractor Kay Construction ?• cc:` Stop-& Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard See Field Sketch West Anus- L UAJNTAM AND PROTECT -.7.3 ♦ EXISTING SER�ACES STATCH woo PLUPS Aw" MAR/TAM AMD PWTECI --ING Lr,&C;" 0037WG Cwd Gc�HYDAAMT-%� M W*STALL Ir- AND CONNECT I L DOSTING MIEN _7 &DOS HYRDERLA0NCTA Te 7 2. I . _C O)CA AN TTE S ZM m w12'LIA(WWII T1 I F. �JA -I Cc V AIN AM Peon I"S TV I OnTm RECOMIECI E 4S rl O;f T, 7Cw D:F.x Rroar. 10 L =3 ;r -MAINTAIN AND PROTECT Placement and RETAIL A CQ�M*A",Al AM :__r compaction of 2" biturnionous concrete A coo". to"" W WIN binder course , — _ .j "I w%-KFt-Aq NECESSARY LVLto.A TO Paoftrw-�Co'�R. 't-'s it A 04,1 q)l -7� "Vok I V, LU ALL ID, )1 �"! xt�lvqyu PROTECT AND 7yp.) AREA To 16U RGOOVED(InV) A 1.r x. AND PRO TEC' VD All 6 Irv( ---—-—- -—-—- tirma MN+-IO —-—-—-—-— 1Cd WD is -a-*- to It E- CI r YUTV 11, ON "I Fn-67.7. \ I,11 CQwCT) 10 ItA 24 -fat ftw 7 Retail parking area z ubgrade & c avernent base Via'............ ourse continues. 5 RichardSon Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John Kielty UTSStonertam.MA02180 PROJECT NO: DATE: 03-29-2002 FIELD SKETCH EAST �• Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) ASPHALT INSPECTION REPORT Report Date 03/29/2002 Report No. 1 Barnstable Building Department Job Number 7465 - Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 7 200 Main Street Contractor Kay Construction rx Hyannis, MA 02601 WEATHER: Hazy, 54, degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction SUMMARY: Placement of 2" bituminous concrete binder course was performed at retail parking area adjacent to retail buildings "H" and "E" . The binder course material from Lawrence Lynch plant in Falmouth was placed using a Cat AP1055B paver screed at a thickness of 2 1/4" to 2 1/2" to accommodate a 2" finish thickness after densification efforts, which were performed using several overlapping coverages of one Hypac C766B twin drum roller and one Dresser S4-6B twin drum roller, to depress the binder course to resistance. See UTS report "Stop & .Shop Cotuit Landing" dated 3/29/02 for more information on bituminous concrete placement. These observations were related to Mr. Cunningham prior to departure. GENERAL REMARKS: Inspector -Premium s• Travel Name Time Hours Time J. Kielty No REVIEWED BY: William P. Crabtree cc: - Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/29/2002 Report No. 17 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. On-Site mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 psi No. Of Sets: 4 SET 1 LOCATION: wall: Rear elevation column line A3.6 -4.5, top 4 courses C.M.U. Total Unit Air Temp. (F.) 49 Lab_ Size Area Date ' ' Date Age Load Load` Mortar Temp(F) 46 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 8:30 R772 2 x 2 x 2 4.00 Good 03/29/2002 04/05/2002 7 4,000 1,000 R773 2 x.2 x 2 4.00 Good 03/29/2002 04/26/2002 28 9,000 2,250 R774 2 x 2 x 2 4.00 Good 03/29/2002 04/26/2002 28 9,4070 2,350 SET 2 LOCATION: Wall: Left elevation column line 2A-D, 12" C.M.U. 17th -21st course Total Unit Air Temp. (F.) 50 Lab Size Area Date Date Age Load Load Mortar Temp(F) 48 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:30 R769 2 x 2 x 2 4.00 Good 03/29/2002 04/05/2002 7 3,900 980 R770 2 x 2 x 2 4.00 Good 03/29/2002 04/26/2002 28 8,200 2,050 R771 2 x 2 x 2 4.00 Good 03/29/2002 04/26/2002 28 8,100 2,030 0 SET 3 LOCATION: wall: Left elevation column line 2A-D 1211C.M.U. 22nd - 27th course Total Unit Air Temp.(F.) 51 Lab Size Area Date s. Date Age `Load load Mortar Temp(F) 47 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 2:00 R766 2 x 2 x 2 4.00 Good 03/29/2002 04/05/2002 7 4,200 1,050 R767 2 x 2 x 2 4.00 Good 03/29/2002 04/26/2002 28 9,400 2,350 R768 2 x 2 x 2 4.00 Good 03/29/2002 04/26/2002 28 1 9,200 t,300 SET 4 LOCATION: Wall: Left elevation column line 2A-D 12" C.M.U. 28th - 33rd course Total Unit Air Temp (F.) 52 ' �� Lab Size Area Date, : Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq.in.) ,"Condition Cast Tested Days (lbs.) (psi.) Time 3:00 R763 2 x 2 x 2 4.00 Good 03/29/2002 04/05/2002 7 4,100 1,030 R764 2 x 2 x 2 4.00 Good 03/29/2002 04/26/2002 28 9,600 2,400 R765 2 x 2 x 2 4.00 Good 03/29/2002 04/26/2002 28 9, 00 0 2,280 " Of Massachusetts: 'The Construction Testing P.:e,00 e' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/29/2002 Report No. 17 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis', MA 02601 Concrete CO. On-Site mix 9 -GENERAL REMARKS: Inspector "" Premium Traver Name - Time Hours Time F. P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell I Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva a o r• Of Massachusetts Inc. "The Construction Testing people" LETTER OF TRANSMITTAL —SOIL TESTING RESULTS PROJECT: V '� 5�c� CuC�. ro10 �ZJ � M (� DATE: L-, (0 3) SAMPLE NO. 3(�S PROJECT NO. �7 L( U Sample Submitted by: �p�nv� �� Date Submitted: SOURCE: On-Site Generated @ Location: Pat�� vA ��`nG O Off-Site Borrow: ., O Other: REQUESTED TESTING PROPOSED USE Gradation Analysis ❑ Structural Fill Wash Sieve Analysis ❑ Granular Fill Modified Proctor Test O Common Fill ❑ Atterberg Limits O Ordinary Borrow ❑ Other: ❑ Massachusetts DPW Standard Specifications Other: CLeC�0.�rn�L V'\t REMARKS ❑ Does conform to the Project Specifications O Does not conform to the Project Specifications Marginally does .of conform to the Project Specifications ❑ Other ❑ No Specification provided to our office. ❑ Specifications provided to our office but sample not submitted to a specific use. O Sample submitted without indication of intended use and without Specifications. We suggest the suitability of this soil be reviewed and approved by the Architect & Engineers-of-Record prior to use on the project. Ned Callahan John C. McCarthy Soil Laboratory Manager Soil Department Manager 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-621 t GRAIN SIZE DISTRIBUTION TEST REPORT — < < < N _ _ ._ C C C \ C O O '- '- '- •- `t N OD O O O O � O cN 100 e) M \ M � � � � � z" 90 71* 80 70 IY w z 60 L z 50 w U w 40 a 30 20 10 0 200 100 10.0 1 .0 0. 1 0 .01 0.001 GRAIN SIZE - mm % +3'' % GRAVEL % SAND % SILT % CLAY USCS LL PI • 0 . 0 34 . 2 59 . 9 5 . 9 SP-SM SIEVE PERCENT FINER SIEVE PERCENT FINER Location : inches number size • size • •ON SITE, BUILDING H 2 100.0 4 65.8 1 .5 95.0 10 60.4 1 90 . 4 20 44. 5 Description : 0 .75 86 .9 40 21 .2 •F-M SAND, SOME GRAVEL 0.375 73 . 3 50 14. 3 TRACE SILT 100 8 .3 GRAIN SIZE 200 5 .9 DD60 1 . 91 ,`:bis tl i={ �� INC. 30 - D10 0.199 1 ia.7 i;;.N Remarks : COEFFICIENTS �° �� * #200 WASH SIEVE * SAMPLE CONTAINS PIECES Cc 0 . 83 OF ASPHALT Cu 9 . 6 UTS OF MASSACHUSEfTS, INC. Project No. : 7404 5 Richardson Lane Project : STOP & SHOP STORE #66 , COTUIT., MA Stoneham, MA 02180 Date : 4/03/2002 Sample No. 7365 MOISTURE-DENSITY .RELATIONSHIP TEST 140 135 u a 130 oe .J U c • o 125 0 120 ZAV for Sp.G. = 2. 75 115 2 .5 5 7 . 5 10 12 .5 15 17 . 5 Water content , % Test specification : ASTM D 1557-91. Procedure C, Modified Oversize correction applied to each point Elev/ Classification Not . S G. LL PI % > % Depth USCS AASHTO Moist . p 3/4 in No. 200 SP-SM 13. 1 % 5 .9 % ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 134. 1 pcf 130 .2 pcf F-M SAND, SOME GRAVEL Optimum moisture = 7 .3 % 8 . 3 % TRACE SILT Project No. : 7404 Remarks : Project : STOP & SHOP STORE #66 , COTUIT, MA Location : ON SITE, BUILDING H Dote : 4-03-2002 I MOISTURE-DENSITY RELATIONSHIP TEST J UTS OF MASSACHUSETTS , INC . Sample No. 7365 s • Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report -'Mortar Report Date 03/28/2002 Report No. 16 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Mixed on site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 psi I No. Of Sets: 4 SET 1 LOCATION: Wall: 12" C.M.U. left elevation column line 2, A to D, 9th to 12th course Total Unit Air Temp.(F.) 51 Lab Size Area Date Date Age Load Load Mortar Temp(F) 48 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 R850 2 x 2 x 2 4.00 Good 03/28/2002 04/04/2002 7 4,100 1,030 R851 2 x 2 x 2 4.00 Good 1 03/28/2002 04/25/2002 1 28 R852 2 x 2 x 2 Eood 1 03/28/2002 04/25/2002 1 28 SET 2 LOCATION: Wall: left elevation column line 2, A to D, 13th to 16th,course. Total Unit Air Temp. (F.) 53 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:00 R865 2 x 2 x 2 4.00 Good 03/28/2002 04/04/2002 7 3,900 980 R866 2 x 2 x 2 4.00 1 Good 1 03/28/2002 04/25/2002 1 28 R867 2 x 2 x 2 1 4.00 Good 1 03/28/2002 04/25/2002 1 28 SET 3 LOCATION: Wall: 12" C.M.U. rear elevation column line A, 2 to 3.6, 25th to 29th course. Total Unit Air Temp. (F.) 55 Lab Size Area Date Date Age Load Load Mortar Temp(F) 54 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 1:30 R829 2 x 2 x 2 4.00 Good 03/28/2002 04/04/2002 7 4,300 1,080 R830 2 x 2 x 2 4.00 Good 03/28/2002 04/25/2002 28 R831 i 2 x 2 x 2 4.00 Good 03/28/2002 1 04/25/2002 28 SET 4 LOCATION: 12" C.M.U. rear elevation column line A, 2 to 3.6, 30th to 33rd course. Total Unit Air Temp. (F.) 156 Lab Size Area Date Date Age Load Load Mortar Temp(F) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:00 R832 2 x 2 x 2 4.00 Good 03/28/2002 04/04/2002 7 4,000 1,000 R833 2 x 2 x 2 4.00 Good 1 03/28/2002 04/25/2002 28 R834 2 x 2 x 2 4.00 Good 1 03/28/2002 04/25/2002 28 n r �• Of Massachusetts 'The Construction Testing People' . Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 0 3/2 8/2 0 02 Report No. 16 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Mixed on site ;GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inca Attn: Jay Pleva r, f� Of Massachusetts 'The Construction Testing Peoplem Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 03/28/2002 Report No. 10 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500# grout T7No.7f Sets: ' i SET 1 LOCATION: Wall: 121, C.M.U. left elevation column line 2, A to D, second low lift. Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 52 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 73 R825 3 x 3 x 6 9.00 Good 03/28/2002 04/04/2002 7 26,500 2,940 Truck No. 55 R826 3 x 3 x 6 9.00 Good 1 03/28/2002 1 04/25/2002 28 Ticket No. 119566 R827 3 x 3 x 6 9.00 Good 03/28/2002 04/25/2002 28 Time 11:3 0 R828 3 x 3 x 6 9.00 Good 03/28/2002 04/25/2002 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva I Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/28/2002 Report No. 15 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 54 degrees TIME:,7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat M320 excavator, 10 wheel dumps, Gradall XL5100 excavator, Cat 436C backhoe TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Clearing and grubbing along south shoulder of RTE 28 roadway continued using a Cat M320 excavator to remove stumps from previously cut trees. Stumps and debris were loaded on 10 wheel dumps to be transported and disposed of off site (see field sketch #1) . Excavation to roadway subbase elevation along north shoulder of RTE 28 roadway was performed using a Gradall XL5100 excavator to remove topsoil and subsoil exposing natural sand deposits. Excavated materials were loaded on 10 wheel dumps to be transported off site (see sketch #1) . Excavation and installation of utility duct banks was performed from south side of retail building "B" continuing west along RTE 28 using a Cat 436C backhoe to the proposed elevation at bottom of trench exposing dense F-M sand and silt, little gravel, which received a smooth bucket finish to densify any disturbed soils. Placement of concrete encasement of installed duct bank conduit was performed. Trenches at business entrance were plated to permit vehicular traffic. Trench backfilling not performed this date (see field sketch #2) . Two field sketches are enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser I a ' � Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/28/2002 Report No. 15 Job Number 7466 Barnstable Building Department Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 0 I n e e - - .I�TWA ----- - - Rm �� `��"...� �..� ��w. ��a '-�_ ��..��a•�w��•L�•�.r��'��;a..��^'^-----moo I • E1 APPROXIMATEOF •• -• a a y I - Ruin _ r.• + �� "'�' �I� �y� �'� e — � ��-"-'" �i •r is c Wl i• - ��.- ---i :.r!-YT '-ram -. if Nam-�� _kl • . i,' • Mom- 1` G ' In �.) n'T • a a r . r �•J • 1 :I ROUND VEAIZON/NBTAR NEW UTILITY POLE COMPLETELY UNDMROUND -VERMON TO 60 UNDERGROUND g CONDUIT(49 NOTAR TO GO UNDERGROUND g OONMrr(go) �: ... ,Excavation, t . . .. nstallation and ;:•. ! ; oncrete encasement' " f utility duct bank. + "`"• Mow aloft UNWAN Lpt: :• i:t• i A 4' PVC Vi:&M 16+00 _.........._ _�. . . _.... r , WAR NE-1701 . .... ... _ .. ... .. .. MN SM10 1640PR I5 Richardson Lane DRAWN BY: John Kiel DATE:'03-28-02 V TS JOB NAME: Stop & Shop Rte 28 Improvements Kielty Stoneham,l�nA o21ao. ' PROJECT NO, FIELD SKETCH 2 of 2 _ ... . . Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/28/2002 Report No. 20 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 54 degrees _TIME: 7 :Q o AM CONTACT: Bob Cunningham from- Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 950G loader, 10 wheel dumps, Cat D6R dozer, Cat M320 excavator, Zip- It AZ480 asphalt zipper TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of precast light post bases continued at retail parking lot using a Cat M320 excavator to the proposed elevations exposing previously compacted granular fill and natural sand deposit which received a smooth bucket finish to densify disturbed soils. . Upon placement of structures, a single lift of excavated materials was placed and bucket compacted around base using Cat M320 excavator to densify placement. No further compaction efforts were performed this date. Four light post bases were set today. Grading of retail parking area subgrade began this date. Pulverization of existing bituminous concrete pavement was performed where it existed using a Zip-It AZ480 asphalt zipper attached to a Cat 95OG I loader to cut and grind bituminous concrete in place. A Cat D6R dozer was utilized to expose existing compacted subgrade to the proposed elevations. Reclaimed bituminous concrete was segregated and stockpiled for re-use as reclaimed pavement base course. A sample of reclaimed material was obtained and returned to the UTS lab for sieve and proctor analysis. Results will be available completion of analysis. Compaction of subgrade began using a Hypac C850B single drum vibratory roller making 6-8 overlapping coverages to provide a dense stable surface. Grading, distribution and compaction of reclaimed pavement base is ongoing. Stockpiling of granular fill at the rear of retail building "A" continued utilizing material excavated from previous days Building 11G" excavation. Material will be utilized to elevate grade to proposed elevations (see UTS soil report "Stop & Shop Building "G" dated i Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-4.38-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/28/2002 Report No. 20 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction 03/28/02) . A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry.Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard I See Field Sketch We �' V L e m 1 TAM A PROTECT _ /•, STATION WIN PUMPS Aj , ND VQSTINCC TAINSASETRAP •t' ArwaSTINC iwr30 '/'� _ 6! INSTALL 17--1Y H70 /, ' VALK EENSTING WAAND TER 11E -_ -��' ..l- "' '�i ;0 \ Q-.].•�.,it }..k ./!. % ------ --e's--- •RELOCATE :_ , I tockpiling of onsite - r sn �� i I. , (T -) ranular fill from /�3 . R OCATE t M -Cr. - — :e•.s ; }1 'I HYDRANT �-- ii. ,�A��``- - _ Y- ,s_ building "G"excavation 1 - ' _ • ontinues �1 1 �.r• ,'1'1 , 1 / ■-' WANT A. Eras t I•z �'1'�''1 . t4 '1�,,,11,'11 '\ I RECONNECT �J�` W"_ t:.Kas7 SEER POIEiC+.iW lip ///L'I'// SE/O„t ,.",C,DOMS :ps -�• •t^ •t I Y'I -QO .� /• R3 ).tbp ' 1•I- l ''' 16 1', � // r------ ' — �I -1tL° Ms.YA G rew rotmis ' 1 -9D I ,1�1 . /(. .■„p / - ..- -- RETAIL A i MAINTAIN AND CFAs AAro �1.�1 Q, _ Roar DRAM TO, MTN : _ uc • _ TO RD urilEAaY_ _ ■ ■ ' I { ` / �-- My LIS -T- Aw � -t .9s ■ ■ - a - / 1Y z-rsv O 1--- I ■ _ ■�_.a-aa ra --.te•D -1 u W 4 tear °! r '� 1 '1 0 � vocc • -,Is tAo1N; • -m° � ernl�°r' � I W.rr 1 su .am a. us� -ns I t • R I t - w RESERW r I �j .nn.. . I(t�; ■f A�Q1Eiro tt 1 I t AREA ¢b / t (AM „ z �} 1) ARE„ I 1. v t-eaDD '-(- ' ,a - L T-'L 1-- ■ ■ -------Tr-� ` COSTING BASINS To npm , -OD rtu w ALL �wc c AM PP0 AT p { ------- -—-—- -—-—-- rD •.TO, ® 1 M0UMI � ■ _ , T xro pnl,nlr ' 10 s -NW- N FETAL Tied ■ .■! FOAL -as , < - Excavation& 'NAMTAM ANDOUTING = , 11A 07.7. ■ rt-e0-r.�it' © installation of T'Cs precast light post 1i - - - Retail parking area , , base continues. ubgrade& ' f�TgL C avement base - -- reparation begins. ..._ _..._..._...-OIL..._..._- _ .. - ••.�._..._.� "'.- _ .._.....� . 'I�` � See Field Sketch It 5 Richardson Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John Kiel FIELD SKETCH EAST /Ts Stoneham,MA 02180 PROJECT NO: DATE: 03-28-2002 ety Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/28/2002 Report No. 2 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 54 degrees-.TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction s� PURPOSE: Observe earthwork construction EQUIPMENT: Cat 320B excavator, 10 wheel dumps TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Clearing and excavation of Building "G" Zenon wastewater treatment facility site continued using a Cat 320B excavator -to remove existing subsoil and onsite natural sand deposits consisting of F-M-C sand, little gravel, trace silt. Excavated subsoil materials were loaded onto 10 wheel dumps to be transported off site'. { Excavation to bottom of footing elevation continued using a Cat 320B excavator to the proposed elevations exposing natural sand deposits which received a smooth bucket finish to densify disturbed virgin soils. Excess onsite sand deposits removed during the excavation were transported and stockpiled at the rear of retail building "A for re-use as granular fill (see UTS soil report "Stop & Shop Retail Sitework" dated 03/28/02) . A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name _ Time Hours Time J. Kielty No r REVIEWED BY:- Chuck Fraser" ' ' Of Massachusetts- 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/28/2002 Report No. 2 Barnstable Building Department Job Number 7464 Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction - cc: •. Stop & Shop, Supermarket Attn: ,Dan Donahue - '•Stop.&'Shop Sup::rmarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro ti r Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, 'Inc. Attn: Steve Chouinard pprokmate limits of subsoil removal. APROAMATE OMIT OF WORK TO BE PERFORMED UNDER A SEPARATE WASTEWATER TREATMENT FACILITY CONTRACT (HOLD) (SEE REFERENCE DRAVANG C-16) cavation to bottom 2--2" PVC f footing elevation —l� MAN egins WA A'TCp 22.00D GAL. EQUAUZA71oN f IxTREATwN T' FAc Lff Y -..TANK & PUMP STAM UNDERGROUND TREATMENT TANK GONEtA710R AND ENCLOSURE VAULT TRANSFORMER PAD PRESSURE DOSING --. 1 STATION MATH PUldP! -28 Q629 } 11.000 GAL ~ - 64•S SETTLING 6"P - IS• ,. TANK- f VALVE Y -8,S- TO 1 2-2" PVC I 12"W Z " I I�� m 5RfchardsonLane JOB NAME: Stop & Shop Building "G' DRAWN BY: John Kielty FIELD SKETCH BLDG ��G�� (� Stoneha .MA02180PROJECT NO. DATE: 03-28-02 Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/28/2002 Report No. 16 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Mixed on site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TENTS DONE ACCORDING TO ASTM: C'i09, CLASS MORTAR: Type S 1800 psi No. Of Sets: 4 SET 1 LOCATION: wall: 12" C.M.U. left elevation column line 2, A to D, 9th to 12th course Total Unit Air Temp. (F.) 51 Lab Size Area Date Date. Age Load Load Mortar Temp(F) 48 No. (in.) (sq. in.) Condition Cast Tested' Days (lbs.) (psi.) Time 9:00 R850 2 x 2 x 2 4.00 Good 03/28/2002 04/04/2002 7 4,100 1,030 R851 2 x 2 x 2 4.00 Good 1 03/28/2002 04/25/2002 1 28 8,600 1 2,150 R852 2 x 2 x 2 4.00 Good 03/28/2002 104/25/2002 128 8,400 1 2,100 SET 2 LOCATION: wall: left elevation column line 2, A to D, 13th to 16th course. Total Unit Air Temp. (F.) 53 Lab Size Area Date Date Age` Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.). Time 11:00 R865 2 x 2 x 2 4.00 Good 03/28/2002 04/04/2002 7 3,900 980 R866 2 x 2 x 2 4.00 Good 03/28/2002 04/25/2002 28 7,800 1,950 R867 2 x 2 x 2 4.00 Good 03/28/2002 04/25/2002 28 1 7,600 1,900 SET 3 LOCATION: wall: 12" C.M.U. rear elevation column line A, 2 to 3.6, 25th to 29th course. Total Unit Air Temp. (F.) 55 Lab Size Area Date Date Age Load Load Mortar Temp(F) 54 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 1:30 R829 2 x 2 x 2 4.00 Good 03/28/2002 04/04/2002 7 4,300 1,080 R830 2 x 2 x 2 4.00 Good 03/28/2002 04/25/2002 28 8,600 2,150 R831 2 x 2 x 2 4.00 Good 03/28/2002 04/25/2002 28 1 8,500 ,2,130 SET 4 LOCATION: 12" C.M.U. rear elevation column line A, 2 to 3.6, 30th to 33rd course. Total Unit Air Temp. (F.) 56 Lab Size Area Date Date Age Load .Load Mortar Temp(F) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:00 R832 2 x 2 x 2 4.00 Good 03/28/2002 04/04/2002 7 4,000 1,000 R833 2 x 2 x 2 4.00 Good 03/28/2002 04/25/2002 28 1 8,100 2,030 R834 2 x 2 x 2 4.00 Good 03/28/2002 04/25/2002 28 1 8,300 2,080 Of Massachusetts: 'The Construction Testing Peopfe'' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 0 3/2 8/2 0 0 2 Report No. 16 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Mixed on site -GENERAL REMARKS: Inspector ',,' y Premium Travel Name Time,.. :Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts: 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 03/28/2002 Report No. 10 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete CO. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 r ALL,COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: . 3500# grout No. Of Sets: 1 SET 1 LOCATION: Wall: 12" C.M.U. left elevation column line 2, A to D, second low lift. Total Unit Slump(in.) 9 Lab Size Area Date Date Age r'Load Load Air Temp(F.) 52 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.j (psi.) Grout Temp(F.) 73 R825 3 x 3 x 6 9.00 Good 03/28/2002 04/04/2002 7 26,500 2,940 Truck No. 55 R826 3 x 3 x 6 9.00 1 Good 1 03/28/2002 04/25/2002 28 47,500 5,280 1 Ticket No. 19566 R827 3 x 3 x 6 9.00 Good 03/28/2002 04/25/2002 28 45,000 5,000 Time 11:30 R828 3 x 3 x 6 9.00 Good 03/28/2002 04/25/2002 28 43,000 4;780 GENERAL REMARKS: Inspector Premium Travel Name Time' Hours Time' P. Viscione No REVIEWED BY: Steven T. Crabtree Cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co At-tn7 Arthur Joubert - Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell ~ Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts Inc. "The Construction Testing People" LETTER OF TRANSMITTAL — SOIL TESTING RESULTS PROJECT: �c, DATE: SAMPLE NO. PROJECT NO. U L) Sample Submitted by: Date Submitted: SOURCE: Cl On-Site Generated @ Location: O --Site Borrow: L��nc� ❑ ff Other: RE UESTED TESTING PROPOSED USE radation Analysis ❑ Structural Fill Wash Sieve Analysis Granular Fill Modified Proctor Test ❑ Common Fill O Atterberg Limits O Ordinary Borrow O Other: O Massachusetts DPW Standard Spe ifications Other: Gc\<' ��5' C�•�e REMARKS XDoesconformt the Project Specifications �Sec'V.0 yn G d3U0 — a,ok CK� C cc'n'Ac-r I ; O Does not conform to the Project Specifications O Marginally does not conform to the Project Specifications ❑ Other ❑ No Specification provided to our office. p Specifications provided to our office but sample not submitted to a specific use. ❑ Sample submitted without indication of intended use and without Specifications. We suggest the suitability of this soil be reviewed and approved by the Architect & Engineers-of-Record prior to use on the project. Ned Callahan John C. McCarthy Soil Laboratory Manager Soil Department Manager 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 i GRAIN SIZE DISTRIBUTION TEST REPORT - < Cc N - •- .- C C C C O O - •- •- •- < N m O O O O d• O 90 80 70 w Z 60 w z 50 w U w 40 w 30 20 10 0 200 100 10 .0 1 ..0 0. 1 0 .01 0.001 GRAIN SIZE - mm % +31, % GRAVEL % SAND % SILT % CLAY USCS LL PI • 0 . 0 19 . 4 76 . 2 4 . 4 SP SIEVE PERCENT FINER SIEVE PERCENT FINER Location : inches • number • • LYNCH P I T size size 1 .5 100.0 4 80. 6 1 95. 2 10 71 . 4 0. 75 92 . 6 20 51 .9 Description : 0.375 87 . 4 40 22 . 5 • F-M SAND, LITTLE F- 50 13. 2 GRAVEL, TRACE SILT 100 5.9 GRAIN SIZE 200 4. 4 D60 1 . 09 D 30 0.24s i , `i �,'�, F�'ema rks . COEFFICIENTS L-V j� 'v LID #200 WASH SIEVE cc 0 . 98 _ _. F—I Cu 4 . 4 UTS OF MASSACHUSETTS. INC_ Project No. : 7404 5 Richardson Lane Project : STOP & SHOP STORE #66 , COTUIT, MA Stoneham. MA 02180 Date : 3/28/2002 Sample No . 7346 L, MOISTURE-DENSITY RELATIONSHIP TEST 135 130 U a 125 T N c Owl 120 0 115 ZAV for Sp .G . = 2 . 75 110 5 7 . 5 10 12 . 5 15 17 . 5 20 Water content , % Test specification : ASTM D 1557-91 Procedure A, Modified Oversize correction applied to each point Elev/ Classification Nat . S G ILL PI % > % Depth USCS AASHTO Moist . p . No .4 No. 200 SP 19 .4 % 4. 4 % ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 128 .9 pcf 122. 1 pcf F-M SAND, LITTLE F- Optimum moisture = 8 .8 % 10 .8 % GRAVEL, TRACE SILT Project No. : 7404 Remarks : Project : STOP & SHOP STORE #66 , COTUIT, MA Location : LYNCH PIT 1 Date : 3-28-2002 MOISTURE-DENSITY RELATIONSHIP TEST UTS OF MASSACHUSETTS , INC . Sample No . 7346 Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) i Compressive Strength Report - Mortar Report Date 03/26/2002 Report No. 18 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type "s" 1800 PSI No. Of Sets: 4 SET 1 LOCATION: Wall: 12" C.M.U. Column Line 2 at A-D, 1st 4 Courses Total Unit Air Temp. (F.) 41 Lab Size Area Date Date Age Load Load Mortar Temp(F) 47 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Time 8:3 0 R862 2 x 2 x 2 4.00 Good 03/26/2002 04/02/2002 7 5,600 1,400 R863 2 x 2 x 2 1 4.00 1 Good 1 03/26/2002 04/23/2002 1 28 1 13,300 3,330 R864 2 x 2 x 2 4.00 Good 1 03/26/2002 04/23/2002 1 28 1 13,600 3,400 SET 2 LOCATION: Wall: 12" C.M. U. Column Line 2 at A-D, 5th-8th Course Total Unit Air Temp.(F.) 42 Lab Size Area Date Date Age Load Load Mortar Temp(F) 46 No. (in.) (sq. in.) Condition " Cast Tested Days (Ibs.) (psi.) Time 11:30 R838 2 x 2 x 2 4.00 Good 03/26/2002 04/02/2002 7 5,800 1,450 R839 2 x 2 x 2 4.00 Good 1 03/26/2002 1 04/23/2002 1 28 12,600 3,150 R840 2 x 2 x 2 4.00 Good 03/26/2002 1 04/23/2002 28 1 13,000 3,250 SET 3 LOCATION: Wall: 12" C.M.U. Column Line A at 2-3.6, 17th-20th Course ` Total Unit Air Temp.(F.) 42 Lab Size Area •Date Date Age Load -Load Mortar Temp(F) 46 No. (in.) (sq. in.) Condition Cast Tested Days • (lbs.) (psi.) Time 2:00 R847 2 x 2 x 2 4.00 Good 03/26/2002 04/02/2002 7 6,200 1,550 R848 2 x 2 x 2 4.00 Good 1 03/26/2002 04/23/2002 1 28 1 14,500 3,630 R849 2 x 2 x 2 4.00 Good 03/26/2002 04/23/2002 28 19,900 i 3,600 SET 4 LOCATION: Wall: 12" C.M.U. Column Line A at 2-3.6, 21st-24th Course Total Unit Air Temp. (F.) 42 Lab Size Area Date Date Age Load Load Mortar Temp(F) 45 No. (in.) (sq. in.) Condition J Cast Tested :Days (lbs.) (psi.) Time 3:30 R841 2 x 2 x 2 4.00 Good 03/26/2002 04/02/2002 7 6,000 1,500 R842 2 x 2 x 2 4.00 Good 1 03/26/2002 1 04/23/2002 1 28 13,700 3,430 R843 2 x 2 x 2 4.00 Good 03/26/2002 04/23/2002 28 14,000 3,500 r Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 0 3/2 6/2 0 0 2 Report No. 18 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix GENERAL REMARKS: Yi.uIns ector T.r.�,a.,.�ver Name Time Hours". Time P. Viscione No REVIEWED BY: Steven T. Crabtree ►�'/� CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i I , ( °� Of Massachusetts . 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 03/28/2002 Report No. 17 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 WEATHER: 40 degrees ,,.TIME: 6 :30 A.M. CONTACT: Craig Williamson of Kay Construction SUMMARY: Type S 1800 psi mortar with hydrocide powder added to each batch was mixed on site with municipal water. Cape Cod Ready Mix arrived at the site with six yards of 3500 psi. Grout was mixed to a slump of 6" . The second low lift of 12" C.M.U. was grouted at the left elevation at column line 2 from A to D. Each vertically reinforced cell was grouted. The bond beam was grouted solid. The grout was rodded to achieve full penetration. Samples of the mortar and grout were taken to fabricate cubes and grout prisms for lab testing. Masonry work was performed at the left and rear elevation. At the rear elevation at column line A, 2 to 3 .6, 12" C.M.U. was placed.from the 25th course to the 33rd course. At the left elevation column line 2, A to D, 12" C.M.U. was placed from the 9th course to the 16th course. All vertical reinforcement was placed and lapped as required. Dur-o-wall was placed 16" on center. Masonry ties were placed' 16" on center at the columns. The columns were coated with Karnak 100 and covered with styrofoam. Control joints were continued with rapid P.V.C. . Control joints were placed inside the expansion area as specified. The door frame jams were filled with mortar as the C.M.U. placement progressed. Double #6 reinforcing steel bars were placed inside the bond beams. These observations were related to Mr. Williamson prior to departure. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time ` P. Viscione No Max Day+1 Hrs OT 1 Hr(s) REVIEWED BY: William P. Crabtree ° Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 03/28/2002 Report No. 17 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 -. Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 r � y ' cc: ` Stop,,& Shop Supermarket Co Attn: Dan Donahue Stop'& Shop,Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects.,' + Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard +' Cape Cod Ready Mix, Inc. Attn: Jay Pleva r � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 03/29/2002 Report No. 18 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 WEATHER: 50 Degrees, Sunny _TIME: 6 :30 A.M. CONTACT: Craig'williamson Super of Kay Construction SUMMARY:- The placement of 12" C.M.U. continued at the rear elevation of column line A at 3.6-4.5. The top 4 courses of C.M.U. were placed at the left elevation of column line 2 at A-O, 12" C.M.U. was placed from the first bond beam to the 2nd bond beam. All vertical reinforcements were placed and lapped adequately. Ladur type dur-o-wall was placed 16" on center. The masonry ties were then placed 16" on center at the columns which were coated with Karnak 100 asphalt emulsion and covered with styrofoam. Control joints were continued with rapid P.V.C. and control joint T's were placed inside the expansion area. All materials used and C.M.U. that were placed were in compliance with the masonry submittals and project specifications. Samples of the Type "S" 1800 PSI mortar was' mixed on site with municipal water and mortar cubes were fabricated for lab testing. These observations were related to Craig Williamson prior to departure. .GENERAL REMARKS: - Inspector : = Premium �,• n ,� Tr, ' �. Name ; a Timed Hours $ a $ Time F P. Viscione No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: William P. Crabtree �Q cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co. Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/28/2002 Report No. 66 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Clear, 54 degrees _TIME: 7 : 00 AM CONTACT: Craig ,-Williamson from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, small plate compactor, Bobcat 763 Skidsteer, Cat 95OG loader, Cat 140G grader, Hypac C850B single drum vibratory roller TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Installation and concrete encasement of utility duct bank was performed southwest of retail building "F" . Installation was performed in previously excavated trench. Backfilling of installed conduit was not performed this date. Grading of Stop & Shop parking area gravel base course continued using a Cat 140G grader to 'evenly distribute and backdrag previously placed gravel base consisting of F-M-C sand and gravel, trace silt. Compaction was performed using a Hypac C850B single drum vibratory roller making 6-8 overlapping _coverages to densify placement. Grading, distribution and compaction efforts are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Williamson prior to departure. Inspector. Premium Travel Name Time Hours Time J. Kielty No. Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser , cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard APROIDYATE LYT Or wm TO IN PW'O.ED :in .\ UNO[R A SEPARATE WASTEWA10 TREATMENT ` r _........_.........._. �'� IAQITY ) (5E1: ENo ,e) N/ x-Y PVCZt3llOFd WASTEWATER MAINS 'Yr s2Goo CAL ET}IAU7ATION TREATMEW FACLITY Grading and _--1 -•.TAN(t PUMP STATION 11aA1ME1R TANK GENERATOR AID ENCLOSURE compaction of parking :::::::::::::::.:"o ° MIQ/T ` ` vALLTRN9ORMER PAD PRESSURE DOSM area gravel base ID '�'► �� \ 1 STATION IT PUMPS Continues :aaWIM y 1-57. oa/T I : nA 1i & 11.000 GAM_ ` a's � ` 35 �O AND PROTECT T U) SETTLING 6 PVC _b �n y TA10( - NJ MSGu CONNECT T Boo AND ING NAI TO -� 55:7'a'• N:` t-6� — 1---- --e5---= cusnxs�.A,u vE N t 11E1DCATE ,ti�" t 1 € NraawT Qi - A w 1 x-Y PVC ♦ t .y ��'. f01tGE MAINS II PROPOSED STOP & SHOP 1 SUPERMARKET 1'I 'I II��J�.!�'f , I ,1, I 1, 1 I 1„I _��-- T• I S000 ' � 1 1,`1�1T,I r l I 1 �ll I I I�ifiuAoll'/16M 1 1 TII III,IIIh r 7� II r w��RI I I,r,I,1,1,l,,,,,1,1,l,,,N, I • I I'I'I I II - _ :� i /�/�. S7A , III I 1 1 1 r, - fFE ��.`....` ._�_. 1-61.00 COVER r WXMT*10• 41 'CJMi�S'-'— 1T I - I I I I I LC I I 90 I I I 1 15-U■ .DE I 'I I'1'I'I'1 •O I' -R7d' I'1'Itr I 1 ts u.o t-el.00 1 '� _ t �,t,�l'I, � • I r''.J/ q 'i-�r��yyJy,,,� • I '� ' %/.%/i% t i i i. . np -�� - S7 Q I 'i / I I i'I'i' i; i�; :9s '1'I"1'I •` ' '� r .eaa I:'D I I r l S 'r ,J�1}1•�r S al Mm m t 1 r.m Q W 6 17 �b /L0.' '7 1 • RECONNECT IWOo ° an GAS UWE N25 -am ^ ""°° r ■ ■ ■� 1 T .aa wig IV.-xoo v �s TRANSFORMER PAD _a , t==12 :•Z I-eLao R E ev rt I c ne =$ r a� :ate• Y 1-57.00 :9.ID s 6'S t�a00 - nn! -aa 1 �_ 1 1 -4 -tt• I' Aj tr r 3 � :� 1 6"471-5&50 -9.I. — �p� \ • �7t-Slr 25 E )- 16 TO a. - %el - xio22 I-21 I �- Wit., r E===-7r-- I • ■I-====_ r= � rr VtNT - rr-' I. Qw. 1--------- ------ - a7 t � � � 14 h67.70 r _ r I LEAO•N'A tl>�E11,e aoA t /-_ --- t^-_ - � ,.00 J i ■ I - IEA- 1 • a. ■ - T ----r-- 38A wG >r O C 9� linstallation Fand t ° concreteencasement Qc f utility duct bank 1 1335 FFF- FETAL • .a6 I.ea -au t 6' FFE-67.7 -al• ;Y>�7nY TFZ = t � -aa 4 H,t0 HIA GC a sTTIA c JTS 5RichardsonLane JOB NAME: Stop &Shop Cotuit Landing DRAWN BY: John Kielty FIELD SKETCH WEST Stoneham,MA02180 PROJECT NO: DATE: 03-28-2002 t I Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/27/2002 Report No. 14 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Rain, 52 degrees TIME: 7 : 00 AM -CONTACT: Bob Cunliinglam fromKay Construction — PURPOSE: Observe earthwork construction EQUIPMENT: Cat M320 excavator, Cat 950G loader, Zip-It AZ480 asphalt zipper, 10 wheel dumps TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Backfilling-over concrete encased duct banks' was performed (south of retail building "B") using a Cat .M320 ,excavator to place and bucket compact previously excavated materials consisting of F-M-C sand, trace gravel, little silt. No further compaction efforts were performed this date (see field sketch Clearing and grubbing along south shoulder of RTE 28 roadway continued using a Cat M320 excavator to remove stumps from previously cut trees. Stumps and debris were loaded on 10 wheel dumps to be transported and disposed of off site (see sketch #1) . ' Excavation for proposed utility duct bank began southeast of retail building "B" using a Cat M320 excavator to remove topsoil and subsoil exposing natural sand deposits,. - Excavated materials were loaded on 10 wheel dumps to be transported off site. Pulverization of existing bituminous concrete pavement was performed along trench lines and using a Zip-It AZ480 asphalt zipper attached to a Cat 950G loader to cut and grind bituminous concrete in place. No final excavation to the proposed elevation performed this date.-(see field sketches #2, #3, #4) . n Four field sketches are enclosed for`'review:• These observations were related totmr': Cunningham prior-to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day+1 Hrs OT 1 Hr(s) i AL " Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/27/2002 Report No. 14 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction '-REVIEWED BY: Chuck Fraser CC: _ Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket - Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard a- n e a• a• e a ' ee • Y} a• ra- �. ;J • :I / a • VERIZON/NSTAR NEW UTILITY POLE COMPLETELY UNDERGROUND -VERIZON TO GO UNDERGROUND 8 CONDUIT(47 HgY'AR TO GO UNDERGROUND 0 oloNDUIT mi ,Utility duct bank _.. excavation begins with removal of topsoil and subsoil + - s t � �•�• �•• +� •�. ..r rs �+. ,.... �. .... w.r■ a. EYJ971NO DlRtCT BURIAL VMZON LINE PLACED IN TKNCH �• 4" PYC Vl:RIZpN i .... .. .... .. PT i ............-..•_ ...-•-. - _....is ....... .��^ 4i:. _.......... ........ .... ..... ._...... .... _.. _.... .-...... . .. .. ..... .... ... ..-..... WAR NE-17819WW 00l 11 MCI OeAb10 8b�. 10+09 SEE DETAILS A A 8 5 Richardson Lane & Shop*Rte 281m rovements DRAWN BY: John Kielty DATE: 03-27-02 � � JOB NAME: Stop p UTS Stoneham,MA02180, . - PROJECT NO. -' p :: FIELD SKETCH 2 of 4 IDERQROUND d CONDUIT(46) =RORouNoa ooNouR#r) EXUWM AERIAL uTtunEB To REMAIN AERIAL. Utility duct bank excavation begins � T with removal of BTA. ISM topsail and subsoil t OWN0 DIRECT BURIAL VO 10N UNC PLACED IN TREaCH ttd 4' PVC VERIbON rirl �.... t�tt .r_. trams" t PVT; VERIEON (e 4' PW gRZON Q, ,`.1.. �... •f• r .. r : ter ... .Gr�w.vvT..A:A.r .�..�J�•.. ....y,%{.'.... PT Low • ♦ '1�� .�I{.tom.J/..1::1�.•. ��i_1��'•i( .ram ./r ........ . .r:'.. .t:'it - - .'•-:t• — �,fi_. _ - ..._�....... ... _....... ...i•�_ a4n .tom..•._ ,r.T .. ......:�'..,.. . ... ;..,.................�..«. ''.,.-�, ,',*Y. ,•'�..Sr l i,.+l�t.'.s;� .. :v ,�� 7K all .. r.v:.,..»•wad' 11D t•''• �, .59 ` I� ' SEE D ffW A A 8 _ TRENCH E `a�1VAT10N ,tom •,` (IS.LONIX 9 l �•'/. sev ---_-•• p �T 0/'V C i�O4AO�A at UT c 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 03-27-02 �7 Stoneham,MA02180 PROJECT NO. FIELD SKETCH 3 of 4 TOREMAINAERIAL /,4 j'�.• •S DUAL �..:.i...^.ir, .. Utility duct bank , 19WW Nexcavation begins t ' WA.1840 with removal of "'= ttopsoil and subsoil=8)x-pl t IN .. i... r. .�. w..........».» ... » _ A/. w '�.•�iLS f./: .......... %�r�' !ram /. ��,.ar'�r,• n K,.' �. `� ..• -.., �.!�id 4.'txrK S' ++.. ,r/�................... ','�........... ....-;Y•.' .».._. ...lrYt'.:'r.'r.`�'a�:�"' �:wr��)':~:.".'• ^.."��`.!�.,�;•...,.;._.-.. .. .._.., � �:b{n)1 •'Su •~�� Lr•: i'vii,�r.. � ..�. ...... '•X�1!J )..: .i•1e••>r' {h`! •+ •....-..... �•�'.............. _ y'-..»..-•;'�.... �•.•. / i;l .'.!!Cr'1�1r. i�`.. �, f {J� .Sr.\'.+•r��. ry,.,� 1:11J/ •l�, _/� 1� 1•'/\{•.t1L,Y!:.V� ..q` I' Aye lkr tt,C o:�s'..• � .,t�:. � TROCH �ATIOiH ® e.. ' . ,��I�► -ATasumff P= Iffilom , �-.� . . DIY Qi�l,VERI�JONI (OAPE00O TYPE) t, A' ANWE U�� 5 Richardson Lane JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty DATE: 03-27-02 stoneham,MA 02180 PROJECT NO. F 1 F 1 n S K F TC`N eel of d � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 0 3/2 7/2 0 02 Report No. 19 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Rain, 52 degrees TIME: 7 : 00 AM . CONTACT: Bob Cunningham from. Kay•Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 330L excavator, Cat 950G loader, Cat 436C backhoe, 10 wheel dumps, Cat D4C dozer TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: y Exca"vation-and installation of precast light post -bases continued at retail parking lot using a Cat_ , ; 436C• backhoe• to .the proposed elevations exposing previously compacted'granular.ffill,and natural sand deposits which received a smooth bucket finish to densify disturbed soils. Upon placement of t - structures, a single lift of excavated materials was placed and bucket compacted around base using a Cat 436C backhoe to densify placement. No further compaction efforts were performed this date. One light post base was set today. Stockpiling of granular fill at the rear of retail building "A" continued utilizing material excavated from previous days Building "G" excavation. Material will be utilized to elevate grade to proposed elevations (see UTS soil report "Stop & Shop Building "G" dated 03/26/02) . Rough distribution and grading of materials was performed using a Cat D4C dozer. Placement and distribution is ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector �{ Premium. Travel Name Time Hours Time J. Kielty - -No REVIEWED BY: Chuck Fraser : " f 11Aassachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/27/2002 Report No. 19 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction i cc:= Stop &Shop Supermarket.. Attn: Dan Donahue Stop &Shop Supermarket "'.`" Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inca Attn: Steve Chouinard See Field Sketch We ' V °e ra t STAIpM UM Fl11173 �,I ffi L TAM AND PROlEC7 `�i,, \ 2e E70sIMG SI7INCES �/✓✓..��-- WAM7AM AND PRGI TY.- � EIRSTMC MASS MAP Iti �"RIOtECT �, "t' ♦ -- - —^'�'�'�' �•v�: rr/ /%/%/ 1 / ±ALL IY-+e`eoo ; /10RAIr7 _ - ... rrpwc� lyt m.' 2, 1 __ _ vALK cDRIEcr ISE __ `r .. -�v7r'y.� -�� _ r'S�� 5� �i I� _ �� L? ; 1S'►sE •r-� / re Fs--" I _�"� � ' ' �i^'- _ _-� ��5�_� „.�1�1 --N.l'A rNT �..�� W ♦�` +.. �}�'' 1I I�aiAIE A ItYDgANI --'� I 1 1 I. 1 1 1 - _ 'rrE.a�w !. •ii.i: : ♦+ k • I t ,17. 11 elarvla.un aEIIC•i url,1, - y / / //n I I� ■ i�,11; Ri''T,., AMD RECWECT /'ROIEC7 EIDSmiC.. :ao PWIECT e7DSII1ID iU ! ♦ r ; f L 11 "' I 6A9rl � SE1RR OCMIECngI -I SEAR • i � I �1�1 1�,1,1 � � , j `(71{�{JGI� 1 I // ! r / � / - '� � � l I Y• i� I_ • '' ,1 JI 1• 1 � / 1 :J d� -� rooeo 1�11 arro i�%/ i t ✓' ; ; „�! ! /!' J� o tockpiling and :_ SE1�k7I ID p.� istribution of onsite Rr IW o / A 1 / 1 _ ' •?..iii : PROIM ranular fill from Rlt CAS ANDO 2aV ., , ; • =" uilding"G"excavation 1t. LIM ontinues A : �.' m RD°f 1w I� ,�-.-- I I I -i72'r -SM .7 ■ Y S-_- ■ ■I_=a�..a-r= e• �-.two car-see h -I r i• -11 7 I H W 7 7 n / / 1 ,•,I Ar.I am a,e N9TALLVia= 7taaa ( i i t D .as 1` uwer • .0 I oM • thDxn"' VE AREA AND AREA rip.) _ G ■ ■ _______r_� EIRSIMC eASMS ID SWplgsw 1 -D s /r I _— Sb ' _____M _ S� AM RO _I_AI■ sot,________ __ Excavation& AT , installation of • 1 �' ;: precast light post N FR TAL a; base continues. ' a 10 .VIA iFE.57.7. ■ 11, E10SIIIA2 24 C�ECIIWS -■ - _ no _ •'� _ RETAIL C �L C IIMRAN AM VOL See Field Sketch UTS5 Richardson Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John Kie Stoneham,MA02180 PROJECT NO:--- nATF- n-i-,)7_gnn,) lty FIELD SKETCH EAST ' ' Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/26/2002 Report No. 18 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 -CLASS MORTAR: Type "S" 1800 PSI No. Of Sets: 4 SET 1 LOCATION: wall: 12" C.M.U. Column Line 2 at A-D, 1st 4 Courses Total Unit Air Temp. (F.) 41 Lab Size Area Date Date Age Load Load Mortar Temp(F) 47 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 8:3 0 R862 2 x 2 x 2 4.00 Good 03/26/2002 4/2/02 7 5,600 1,400 R863 2 x 2 x 2 4.00 Good 03/26/2002 4/23/02 28 R864 2 x 2 x 2 4.00 Good 03/26/2002 4/23/02 28 SET 2 LOCATION: Wall: 12" C.M. U. Column Line 2 at A-D, 5th-8th Course Total Unit Air Temp. (F.) 42 Lab Size Area Date Date Age Load Load Mortar Temp(F) 46 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:30 R838 2 x 2 x 2 4.00 Good 03/26/2002 4/2/02 7 5,800 1,450 R839 2 x 2 x 2 4.00 Good 03/26/2002 1 4/23/02 1 28 R840 2 x 2 x 2 4.00 Good 03/26/2002 1 4/23/02 28 SET 3 LOCATION: Wall: 12" C.M.U. Column Line A at 2-3.6, 17th-20th Course Total Unit Air Temp. (F.) 142 Lab Size Area Date Date Age Load Load Mortar Temp(F) 46 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 1 2:00 R847 2 x 2 x 2 4.00 Good 03/26/2002 4/2/02 7 6,200 1,550 R848 2 x 2 x 2 4.00 Good 1 03/26/2002 1 4/23/02 1 28 R849 2 x 2 x 2 4.00 Good 03/26/2002 1 4/23/02 28 SET 4 LOCATION: Wall: 12" C.M.U. Column Line A at 2-3.6, 21st-24th Course Total Unit Air Temp. (F.) 42 Lab Size Area Date Date Age Load Load Mortar Temp(F) 45 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:30 R841 2 x 2 x 2 4.00 Good 03/26/2002 4/2/02 7 6,000 1,500 R842 2 x 2 x 2 4.00 Good 1 03/26/2002 4/23/02 28 R843 2 x 2 x 2 4.00 Good 03/26/2002 4/23/02 28 Of Massachusetts 'The Construction Testing People' - Page 2 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 0 3/2 6/2 0 02 Report No. 18 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co: onsite Mix -GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree Cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: ' Jay Pleva • I Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 03/26/2002 Report No. 11 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store 466 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 ,.. :CLASS-GROUT:—'3 500# Grout I No. Of Sets: 1 SET 1 LOCATION: Wall:12" C.M.U. column line A at 3.6 to 45, 4th lower lift, A'at 2 to 3.6, 2nd lower lift, A at 4.5 - 5.70 to 4th courses Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 42 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 73 R821 3 x 3 x 6 9.00 Good 03/26/2002 4/2/02 7 27,000 3,000 Truck No. 55 R822 3 x 3 x 6 9.00 Good 03/26/2002 4/23/02 28 Ticket No. 119456 R823 3 x 3 x 6 9.00 Good 03/26/2002 4/23/02 28 • 1 Time 12:o0 R824 3 x 3 x 6 9.00 Good 03/26/2002 4/23/02 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shcp Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 03/26/2002 Report No. 15 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 WEATHER: 42 degrees .TIME: 6: 30 A.M. CONTACT:-Craig Williamson of Kay .Construction. SUMMARY: At the left elevation column line 2, A to D, the first 8 courses of 12" C.M.U. were placed. A door frame was set in place and plumbed level. All vertical reinforcement was in place secured to the foundation footing as specified. The first course was placed and grouted solid. Flashing was placed throughout, and weep slots were provided 4" on center. Ladur type dur-o-wall was placed 161, on center. The columns were coated with with Karnak and covered with styrofoam. Masonry ties were placed at the columns 16" on centers. Rapid P.V.C. control joint T's were placed inside the control joint expansion areas. The door frame jams were filled with mortar as the C.M.U. placement progressed. Type S mortar was mixed on site with clean sand and municipal water. Hydrocide powder was added to each batch mixed. At column line A, 2 to 3.6, C.M.U. was placed from the 17th to 23rd course. The C.M.U. placement was true to line, joined well, and cleanly tooled. Cape Cod Ready Mix arrived with 10 yards of 3500 psi grout. The following areas were grouted: Column line A at 3.6 to 4.5, the 4th low lift, column line A, column line 2 to 3.6, the second low lift, A4.5 to 5.7, the top 4 courses. All vertically reinforced cells were grouted. The bond beams were grouted solid. Anchor bolts for the beams and roof plate were set in place. Samples of the mortar and grout were taken to the lab for testing. These observations were related to Mr. Williamson prior to departure. GENERAL REMARKS: 'Inspector Premium s 'i Travel Name Time Hours Time P. Viscione No Max Day+1 Hrs OT 1 Hr(s) REVIEWED BY: William P. Crabtree WI �/ Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 03/26/2002 Report No. 15 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store 466 - Cotuit, MA 200 Main Street Contractor Kay construction Corp Hyannis, MA 02601 �cC: Stop & Shop Supermarket Co Attn: Dan Donahue S top, & Shop Supermarket Co Attn: Arthur Joubert - Kay Construction •Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva a Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/26/2002 6, Report No. 1 Job Number 7464 Barnstable Building Department Attn: Michael Trott Project Stop & Shop Landing Retail G - Cotuit M 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clouds/rain, 42. degrees _TIME: 7 : 00 AM . CONTACT: Bob'-Cunningham from -Kay Construction - PURPOSE: Observe earthwork construction EQUIPMENT: Cat 320B excavator, 10-wheel dumps TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Clearing and excavation of Building "G" Zenon wastewater treatment facility site began using a Cat 320B excavator to remove topsoil, subsoil and previously stockpiled unsuitable fill. Excavated surface materials were loaded on 10-wheel dumps to be transported off site. Excavation to bottom of footing elevation began using Cat 320B excavator to the proposed elevations exposing natural sand deposits. Excess onsite sand deposits removed during the excavation were transported and stockpiled at the rear of retail building "A" for re-use as granular fill (see UTS soil report "Stop & Shop Retail Sitework" dated 3/26/02) . A field sketch is attached for review. These observations were related to Mr. Cunningham prior to departure. Inspector � �'�"'� -�-- r. Premium - Name_ Time 'Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert - t Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard ja Approximate limits of topsoil, subsoil and unsuitable fill removal. APROXIMATE OMIT OF WORK TO BE PERFORMED UNDER A SEPARATE WASTEWATER TREATMENT FACIUTY CONTRACT (HOLD) (SEE REFERENCE DRAVANG C-16) LSr-i 2-2" PVC R..�4O -� MAINS 1_�30 W-14Im—m wA �►TTER 22.000 GAL. EQUA.UZATION UNDERGROUND TREAIMM TANK --..TANK PUMP STATION GE NMATOR AND ENMOSURE -� VAULT TRANSFORMER PAD PRESSURE DOSING STA710N VATH PUMPc- 28 • U9 Q 11.000 GAL ~ - 64.5 r ° �_. SETTLING 6"P TANK- V LVE Nido O r -- - .8 S-- - -- •s 1 2-2' PVC t 2 w r UTS Rcha Stoneham,MA JOB NAME: Stop & Shop Building "G" DRAWN BY: John Kielty FIELD SKETCH BLDG "G" °PROJECT NO. DATE: 03-26-02 _ Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/26/2002 Report No. 65 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Cloudy/rain, 42 degrees _TIME: 7 :00 AM CONTACT: Craig Williamson from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, small plate compactor, Bobcat 763 Skidsteer, Cat 950G loader, Cat 140G grader, Hypac C850B single drum vibratory roller TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Grading of Stop & Shop parking area gravel base course continued using a Cat 140G grader to evenly distribute and backdrag offsite gravel base, consisting of F-M-C sand and gravel, trace silt (where required) from Lynch Pit in Falmouth. Compaction .was performed using the Hypac C850B single drum vibratory roller making 6-8 overlapping coverages to densify placement. Grading, distribution and compaction efforts are ongoing. Backfilling of interior electric conduit duct bank at Building "F" was performed using a Cat 436C backhoe to place and bucket compact a single 12" lift of granular fill (excavated granular fill, natural sand deposits and offsite granular fill from Lynch Pit in Falmouth) followed by 4-6 overlapping coverages using the small plate compactor to densify placement. Grading of fill areas was performed r using a Bobcat 763 Skidsteer to evenly distribute and depress placement to resistance. Backfill and grading operations are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Craig Williamson prior to departure. Inspector _ Premium Travel Name Time Hours Time J. Kielty No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser i Of Massachusetts n 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/26/2002 Report No. 65 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp '.� CC: '-a`,. Stop & Shop''Supermarket.Co Attn: Dan Donahue Stop. & Shop Supermarket Co Attn: Arthur•.Joubert Kay 'Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave -,Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard ' •�,�_ AVIRonNATE tAn a/ttDRll To eE vE1acR,lm il� .a■'10e � \` oACILFT'CONTRACT 04CW))) Tj muTtIDIT LLL (SEE IMD ate) 1 .at /w.� ZENON WA87E'WMER J._. _ tr,r I THFA?llAEIT FACLtTY / ` , z7 aoo GAL EOeAtI7ATtOR n¢Ant.rTxT TAW _ .TANK i PAP STA1g1 _ - �• 6 t7_/T / GE'EVAOR AND D7 s�j :......:::::: o 1RA11soturx PAD e m LD ! / 10 I1.00D GAL ` a'J• MAMAM AND PROTECT r r In Ts�D e vtc b �� x oDswlc GREASE Tt1Av *WALL tr-43-WO - AND CONNECT TO 29 ,• VALVE EnsTrlc WATERtIt RELOCATE .� / 1 -NA n fie' rading and ""°"""T s �. �, d BUILDING rFr compaction of parking 1 area gravel base A. 1-IioO PROPOSED STOP & SHOP I - 1 SUPERMARKET I'I'I'I'IItII'lll'I'1'Ihl . I I - FTE-eS.O 37A C:wm EN ; a, I II t 1 '••� 1.61.00/ 1 ,II�lil�' � �.•-'l +\ j COMBi -_Iris WIT of -� to interior electrical I lifNG I 't'I -If7f I'1'rI 1 -----conduit 1"1.0025 1 . ;I;'�'1; I� �• t. �, I iii. , :wR'iiiui� � "�-- � �` Q I 'I I I I ;I'';' ' ' ;,� .9s I�;'; ' , .,• '�I , . i% - I-M1 •N U� � �� I 1 -9.w 11*��iil 11 t ••%% i"., r• .7► NI m to ` Xr�K 1 —:�D 1 i :�• ¢n w w �7 tab 7 i < i zJ -•M x b i n IGAS UOK • 13 j 1 i J _ � W.-54.00 r -' FAD i t -2-Z ( E-__ i=soul �1 1- ° ae 344 r t-S7.00 �Ir,9 a >Sn e-SI-AO.OD - 4.7 I I I -Mb i77� C-J Pm (• .,. TO ROOF u _ 77. Q/ _ - ♦ L �� y . I 1 - =,R7 \ f �. , �'JU• I Qi I /4 1 n W 2 1ST .io ' 1+ 1-V.7o I I 'y .IAw Y [ 10 W.7z I I ' tau IV m I • ----- ■ -------tr it 7 % t D L Je I et ■ • I Al . IDD tl ♦ sgtA t K. -A&W • .ltl / tY1te'X1Y TEE _ 70A t Ir 10 h11A FIE�e7.7, a.a 1-C CV iRP JLTI3ACN lP J • :-u•cv _ n — �- -- - a * 5RlchardsonLane JOB NAME: Stop & Shop Cotuit Landing DRAWN BY: John Kielty FIELD SKETCH WEST V TS Stoneham,MA02180 PROJECT NO: DATE: 03-26-2002 Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/26/2002 Report No. 13 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clouds/rain, 42 degrees TIME:. 7 : 00 AM CONTACT: Bob Cunningham from Kay' Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat M318 excavator, Cat 950G loader, small plate compactor, (2) Cat 436C backhoes, 10-wheel dumps TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of utility structure Verizon MH and duct bank was performed (southeast of funeral home) using a Cat M318 excavator to the proposed elevations exposing natural sand deposits. Structure was placed upon a bed of approximately 8 inches of 3/4" crushed stone. Upon installation of structure, 18"-24" lifts of excavated materials were placed and bucket compacted using the Cat M318 excavator. No further compaction efforts performed this date (see field sketch #2) . Backfilling over concrete encased duct banks was performed west of retail building "C" using a Cat 436C backhoe to place and bucket compact previously excavated materials, consisting of F-M-C sand, trace gravel, little silt, followed by a small plate compactor making 4-6 overlapping coverages to densify placement. .No furhter compaction efforts were performed this date. Excavation and installation of electric conduit continued southeast of retail building "B" using a Cat M318 excavator to the proposed elevations exposing natural sand deposits. Limited conduit installation was performed this date. Installed conduit was encased in concrete. Backfilling not performed this date. Two field sketches are enclosed for review. These observations were related to Mr. Cunningham prior to departure. Irispector. Premium ' Travel Name Time Hours Time - J. Kielty No ° Of Massachusetts t 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/26/2002 Report No. 13 •Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction -REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard , ^ ` s or O ! J j REMOVE DfLSTMC 10'W..UC AND lY Wxe'X12' TEE En EXISTING 10- WATER 2— 12" Gv YAM TO NEW 12' WATER MAIN ----__'-__==:rc.__,n��_r��- -t!off- —.i� — � -_ —_/� - - -- ,�1,,>�•,r— 7• I` 12'X10'iNC EASER !- Q \` CENTERVUE—OSTERVILLE SIDE i REMOVE EX1511NG(8"PLUC AND ' CONNECT DOSING B" WATER s MAW TO NEW 12' WATER MAIN 2—IrW T7� enz u NSTAR NE-17B re► s MH 659/070 ELECT C W _ — — — —— —— — �— — — —.— — — — — — — — — — W — — — — yy i 1 • PROXIMATE LIMIT OF WORK Backfilling of utility BE PERFORMED UNdER A structures IMPRROOVE)AFNTS CCO_NgTR CT nE-a�.i. j 10 .i1A aet!r ! S 24 �U AT&T MH A". WrA&C _..._... ..._.. _.. ..._._ _-_J Excavation and — — — — _ s installation of electric conduit duct bank > continues. i APPROXIMATE LIMIT OF _ TO BE PERFORMED UN A - SEPARATE OFF-51 NSTAR NE-17B IMPROVEMENTS CON ACT MH 659/010 N ..S .. -gas 0 40 80 SCALE IN FEET 5 Richardson Lane U TS St neham,MA 02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH 1 of 2pROJECT NO: DATE: 03-26-2002 u -ts To$ NAME ; STOP > SHop RTE Z SMPRoVEME�ITs N FIELD SKE-rdH ZoF Z, PROSEd T No : DRTAW A By : S'oNN KIEcTY DA 1 E i 0 3 DERGROUND 8 CONDUIT(41 IRGROUND 8 CONDUIT(81 EXISTING AERIAL UTILITIES TO REMAIN AERIAL r :. EX1 AVATlop3 AAW-A —rA.uAT sa Aj OF UTILITY S-r)Sq R6 VERIZON 12'x6W MH ST'A. 18+,26 EXISTING DIRECT BURIAL VERIZON LINE PLACED IN TRENCH ` �B) 40 PVC VERIZON .�■ o +� �. woo e. ten.. �� es .�. ..■.a kfLOCATm (6) '4' PVC VERIZON R. (6) V PVC VERIZON ..3fiS�nl3Ci�8ri WaiNE '............. .. N72'&07'E Lw114.t42tfm r :,. PROPOSED CONDUIT TRENCH .... . P S Y . SEE DETAILS A 8�6 TRENCH EXCAVATION 9 U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 CONCRETE INSPECTION REPORT DATE 03/26/02 3 Barnstable Building Department Job No. UTS 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotu 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Conc. Co. Cape Cod Ready Mix CLASS CONCRETE CUBIC YARDS DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr. Source Coarse Aggr. Source Admixture Brand Name . Admixture Brand Name Water Source TEST SAMPLES LOCATION Transportation of 8 sets of cylinders cast on 03/25/02 to the lab.-for testing. , Moisture in Sand % PLANT GRADATIONS Moisture in C. Aggr. % F.M. SAND F.M. C.AGGR. No. of Determinations #8 Weights Adjusted to Compensate #100 #4 for Moisture #50 3/8" Sand Colormetric Test #30 1/2 " 16 3/411 REMARKS : #8 1" - z INSPECTORS : U T S OF MASSACHUSET.TS, INC. Plant- Reviewed Field- W. Silva By: William P. Crabtree -n� Of Massachusetts 'The Construction Testing People' Page 1 5`Ri6hardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/26/2002 Report No. 18 Job Number 7465 Barnstable Building Department Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clouds/rain, 42 degrees .TIME: -7 i 00'_AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 330L excavator, Cat 950G loader, Bomag Supra heavy plate compactor, Cat 436C backhoe, Cat M318 excavator TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of precast light post bases began at retail parking lot using a Cat 436C backhoe to the proposed elevations exposing previously compacted granular fill and/or natural sand deposits which received a smooth bucket finish to densify disturbed soils. Upon placement of structures, a single lift of excavated materials was placed and bucket compacted around base using Cat 436C backhoe to densify placement. No further compaction efforts were performed this date. Eight light post bases were set this date. Stockpiling of granular fill at the rear of retail building "A" was performed utilizing material excavated from ongoing building "G" excavation. Material will be utilized to elevate grade to proposed elevations (see UTS soils report "Stop & Shop Building "G" dated 3/26/02) . Rough distribution of materials was performed using a Cat 950G loader. Stockpiling and distribution is ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser Of Massachusetts. 'The Construction Testing People' c Page 2 .5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) ,Soil Inspection Report Report Date 03/26/2002 Report No. 18 Job Number 7465 Barnstable Building Department Attn: Michael Trott Project S & S Landing Retail Site work •-Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction w t CC: �" t" .Stop.& ;Shop Supermarket. Attn: - Dan Donahue a .t Stop" &,Shop supermarket -> •Attn: - Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: 'Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard i IUD"CUM" See Field Sketch We r r I L AM PROTECT / o e zD tAM A -K 1 E7051ND STATION■lll RAIPS I( v - � as hso �� oosnwe east TIw , we°wrt�' F _ %i ... �' - '- - --• rtr e��e / //.'/ ii wAMAN AND RROTECT � NSTAu tr•-�e•eoo � , ,�- n -�:�q� M m,.ecluwrA�/� � •� a� AND CONNECT TO _"e;t--- ARELOCATE ..nl��—J - - _ / HYDRANT _� ._ T`L iL! 1 )_,V)VE ' � ..�-ram='�! �,• 1.�.•OW1E �-• i-'� is rL� _� _ ._ -a' 'ors.n.r / / /• •:/:i;.. ��- ¢ �' • � ,1 I a^ ,, i ■ I Iy1�1/aILTOc urR l,ll _ i / /. / 1� -� YD 1 6'r,. I I .rRD u I I;I / ai rwrt NNQQ 1 -a0 AM AND ffii� RECWECTN O 5LPROTECTEIOSDIIL :am PR01PROTECTk7DSDtNpNO5GAS � SEVERONNEC,ION ISEVER101-- T• l^3 :J• 1.1 1 ' zz ------d- ,' rT .aA, .I.6e,'t rolaols / i �i I_ ■ '�' 16 ;1'Jt 1■ 1 '�_ // I �-- 'C .eoa� -- eua6wo 1� ,' ,>•' � 1 / / /"/' a 1� i-. - '4 �.` :1 gr!o1 ro sr1-� S" I ' :yw I,I' I . `• /,v. .a,1. 'SGr..'� RETAIL A _ MAINTAIN AND PRO,Ecr I I 11 1 c / t :�•�/////: coaE TER.CAS AND I.iI Q SO-LN. i• 1 �-- _.� .1bw LVL , ; • 1, � ■ 0 tockpiling and 1 ,1 ', ro RDa DRAM `,°'�" . Cj! istribution of onsite ro '� NECESSARY> ■- ! b- ranular fill from I {m�� ,---— 1 uilding,IGII 1 - 1 , I I -`„ _ :� a, xcavation L I I .a■ �� ■ �... I�111^ .9R! \ _ r R--- I ■ ■I =->=ear= >r �•-ISD r ► .. t -I♦ W IiT wS n .■o �(a 1t-�e :aro+ n ( ' 1 u I 1 0 -a■ 11 1r• ■ ■ :Ei.3AK :gm•jp tdlx • A 1 t .Sla 1 ..t v ~�.. Ati ..IA./ ! itj I 1 T •Sn 1-t ' ■ to } ro AIA' ( b t-eauo ' w of e� (TTP.) ` z b ,. L AREA 9R, t CASINO eASTNs ro -aza >,.. Au 1-- ■ ■ -------r . YAM ) DaSTING— dWC C0 9 AM Pao McA.n AT -- so ----- - S- — -- -------- --a'S------ - -- : ® I z a •R«,o Rro ^- T ANlsmutT d11- NFET�8, '•, �� vIA1a• � • .a, FEUL ,,AMTAIN AND to ,IA FCE-677 - ■ Excavation 81 Tr DONEc�� MIA stallation of ..0 J 5[,eac•a -- - y — Q recast light post v ; I= - w ases continues. • - '___ yp. 8 places. RETAIL r ...- - +...... ........... � See Field Sketch UTS si nehamSM 02180 PR0 EC�T NO:Stop & Shop Retail Sitework DATE: 03 26 2002 1eltyFIELD SKETCH EAST Of Massachusetts ' -The Construction Testing People' {- Pagel 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/25/2002 Report No. 64 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Cloudy, ,38 degrees TIME: 7': 00 AM -CONTACT: Mr. `Craig Williamson from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: (2) Cat 436c backhoes, small plate compactor, Bobcat 763 Skidsteer, Cat 950G loader TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of electric utility conduit and electric vault was performed at south end of site using a Cat 436C backhoe to the proposed elevations exposing previously compacted granular fill and/or natural sand deposits. Concrete encasement and/or backfilling of installation not performed this date. Excavation and installatiion of Building "F" interior electric conduit duct bank was performed using a Cat 436C backhoe to the proposed depth of approximately 18" exposing previously compacted granular fill. Upon installation of conduit, a single lift of excavated materials was placed and bucket compacted using a Bobcat 763 Skidsteer to evenly distribute and depress placement to resistance. ~Backfill and grading operations are ongoing. Backfilling of interior plumbing at Building "F" was performed using a Cat 436C backhoe to place and bucket compact 12"-18" lifts of granular fill (excavated granular fill, natural sand deposits and offsite granular fill from Lynch Pit in Falmouth) followed by 4-6 overlapping coverages by small plate compactor to densify placement. Grading of fill areas was performed using a Bobcat 763 Skidsteer to evenly distribute and depress placement to resistance. Backfill and grading operations are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Williamson prior to departure. Inspector Premium 'Travel Name Time Hours Time J. Kielty No Max Day+l Hrs OT 1 Hr(s) Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/25/2002 Report No. 64 I Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street - Hyannis, MA 02601 Contractor. Kay Construction Corp .6REVIEWED BY- Chuck' Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard UNDER OYAIE L SEPARATE 01 WOA„70 K PEIOOR,fD __ . UNOEA A SFNTPACT WASIE■A1[1,TIEATiE71T S ■'1D \� FACILITY CONTRACT O,GID) +�• 1 �\ 2--r PMA a, ZB"WAS E WAT8i - TAEAT1rFNT FACLM •.. C00 CAL EWAMA7,OM 7q[A110R TNW a PUV JTArmm ` GENIMTOR Ale RE VAULT tl '�o• °aj • MANSFORER PAD 2C ` •• - T /•-� PRESSURE DOSING -P.1 �1 STATION TIM,NIPS S -Am 1-57.50 /T 25 nN � l/ lD 11.00D CAL. _ a'J - � MAINTAIN AND PROTECT TAP-,O SETTUNC 6-PVC .��_/� C S91C CREASE TANK b — -� a35 7 NVAu 12•-43•GM r 1 AND CONNECT TO j VALVE EXISTING WATER lNE • Weis .mXiP NIA �e; — J --e's---€ ajMpp'�N,T'E l) E r• mm :we Jl 1 S-Y PVC ' } �— �_ r r BUILDING F'' FVRCE MAINS R PROPOSED STOP & SHOP 1 SUPERMARKET , 01 `��... PZ �+ _AM Excavation and °Ay, OAS" nstallatiion of ,�,�,�,�, __ ---- interior electrical conduit 1D 25 r NN w n �ro LR 7 I i E5-77 ' XXu V i I!♦e••ELT - 6-D.L ; C :S m I 725 ro i \ :tam 1 cAS Ix C ea I < IV._xoo PAD J 1 t----= z�.'f� . ( I == __ a\!J�) NNE= � �K::l�� s e•s T-enao - � as � 1 I I �7Y�_ r N}7 i = :aw �- -1 :pi: as<r ' • ,. pproximate limit backfilling and �I '. _t-=- a; I I n� ES- t -� 1✓ r E_== I A I-== S b ` '�, grading of interior f —�--- _ VERT _ 39 ` pipe N 1\ w i '� � \ .1•m 1 I I y W..7r sw GG `� I eo.7r I t. '"" E 7 --_- ` _ 1.00 1T i LEAooIiG�ARfA b n10 kCHNG AREA r 1-6190 t _l 1 - m.�' I • ----- a-- AT ■ -------r 1r ° I.• Excavation and ]0'D °/ ■ C nstallation of electric ,6 D 6 W��P> • tilty conduit and --= —*'_-- -- -- ----- -- 9— — -- --------- J6 1 recast vault. 1 — • rsE- FETAL ' Ir Qi :as 4 7 10 IIA. FrE-67.7 -aw : 1 • IYX•-1tlY NEE 1-6•CV Iq SEIBACK a :-IrC _ 27 _ a _ • UTS S�nehamSM Richardonoi,ao JOB NAME: Stop & Shop Cotuit Landing DRAWN BY: John Kielty FIELD SKETCH WEST PROJECT NO: DATE: 03-25-2002 1 � . Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/25/2002 Report No. 17 •Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy, 38 degrees TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 330L excavator, Cat 950G loader, Zip-It AZ480 asphalt zipper, Bomag Supra heavy plate compactor, Cat 436C backhoe, Cat M318 excavator TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of drain pipe and structures was performed at retail parking entrance using a Cat M318 excavator to the proposed elevations exposing natural sand deposits. Pulverization of existing bituminous concrete pavement was performed along trench lines using a Zip-It AZ480 .asphalt zipper attached to Cat 95OG loader to cut and grind bituminous concrete in place. Upon installation of pipe and structures, a single lift of excavated materials consisting of F-M-C sand, trace gravel, little silt was placed and bucket compacted using a Cat M318 excavator followed by 4-6 overlapping coverages of a Bomag Supra heavy plate compactor to densify placement. Subsequent lifts of 12"-18" were placed and bucket compacted by back dragging using a Cat 436C backhoe and a Cat 95OG loader to densify placement. Excavation and installation of temporary site lighting electrical conduit was performed at north end of retail building "B" using a Cat 330L excavator to an elevation of approximately 18" exposing natural sand deposits. Pulverization of existing bituminous concrete pavement was performed along trench line using a Zip-It AZ480 asphalt zipper attached to Cat 950G loader to cut and grind bituminous concrete in place. Existing concrete structures were broken up in place using excavator bucket and loaded on 10- wheel dumps to be transported and disposed of off site. Upon installation of conduit, a single lift of excavated materials was placed and bucket compacted using Cat 330L excavator. No further compaction efforts performed this date. .A field sketch is enclosed for i � Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/25/2002 Report No. 17 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction review... ` These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell • Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard• See Field Sketch We `_- p m r L TAIN AM PROTER STAT101■,II.UL� Sawas YAMAN AM FW0IEcr ` '^�" _ � OUSTING! OUTING GREASE mAv r�arorn'u' F — - �" ■, NSTAIL t2-01 am - AND careccr To MAMIE K� -trj .<•--- _ - �.s---� :fur -��d: ,:.ri.;t, ��( `'�y', 11 sc■ma nn 'r I 1 h;rMrtiYutAl'M�t►1 i'r _ U ! - ' rrL . 'r I 'r r wuEC wni r r, i � / /./i u , } s u 'Av �- : rD 1 1 +'•ar. � � ■, 1 • I r,r, I�pE r,r,r, — i / ////,• 1 1 an 1 •1 .uo OTU ALQ 1 AN AAD of c 1 v1NER D NIECTI r•.., NIOICCf[)pSTxrp .w SET■R OprNECIrpN -� gt� 110M5 :alp - ' / .■p / / �2 r r to r;r;rrr - -nar rr rr , 322 / I7A -- -a•_p rT r---- /Q - 1 '� -.GRAD A-as.aa - m LOGIY SEWER TO d' .■A. ,r; i \ ,.,.,. . / J METAL A .. MAINTAIN rm A PRO,Cy Oft'"TER.CAS AND S.LI 1 /�•,,,,,.., 3tT LK t / i r I R00/d6LN WITH RD NECESSARY LM 2 1 - Excavation and •" ■_ installation of temporary site .rs lighting electric ,. .■ — \ ■ ■ LLJJconduit. rv-rm -,s I I _ — .■ �'• a:UrD o tea; L , ,+--T -t7------ n VIA_ V 1 C :al■011 O V.aOt'C ■ y1 1 r: ■ lLA3bY. .qy r t\� } • I "i■ EC'.72' . r AND VE t LE AREA b # r t (Trv.) * T-L AIEA I ro t"aatlo / ' S1E1 r- ■ ■ -------r . OpsrNc pAve ID F_LOG A"MIS TEr Excavation and AMMo - {{ =_.. -------- --'s-_____ _—-—- nstallation of drain 'TA" � ipe&structures. FAT AL 8/ 7 ■ .a7 WrAL AUMtr -AN AM /Qj ■ pUNINIE A0 wv /0 11A. f'FE 67.7, tn.Azm �7rW5 ■ m aigAc«�3• '0 • 24 / 23 --�__ L> TAL c / ••• YMffANAN ANDCON - Unm f■ls — - ~�•..ti 1 rQ11QItM _..._...-w-..._..._.-_- OIL See Field Sketch UTS sr Richardsonn ham,M 02180 PR0 ECIT NO:Stop Shop Retail Sitework DATE: 03 25 2002 1eItyFIELD SKETCH EAST Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/25/2002 Report No. 12 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy, 38 degrees _TIME: 7 : 00.- AM _ CONTACT: BoCunningham from Kay Co ' PURPOSE: Observe earthwork construction EQUIPMENT: Cat 330L excavator, Cat 950G loader, Zip-It AZ480 asphalt zipper, (2) Cat 436C backhoes, 10-wheel dumps TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of utility structure N-Star NE-9 and duct bank was performed southwest of retail building "C" using a Cat 436C backhoe to the proposed elevations exposing natural sand deposits. Pulverization of existing bituminous concrete pavement was performed along trench lines and structure location using a Zip-It AZ480 asphalt zipper attached to Cat 95OG loader to cut and grind bituminous concrete in place. Structures were placed upon a bed of 3/4" stone. Placement of concrete encasement of installed duct bank was performed. No backfilling over concrete, or about structures, was performed this date. Excavation and installation of electric utility vault and conduit was performed southwest of retail building "F" using a Cat 436C backhoe to the proposed elevations exposing natural sand deposits. Structures were placed upon a bed of 3/4" stone. No concrete encasement or backfilling performed this date. Excavation for the future installation of electric conduit was performed southeast of retail building IIBII using a Cat 436C backhoe to the proposed elevations exposing natural sand deposits. Installation not performed this date. Clearing and grubbing along shoulder of west end of RTE 28 roadway continued using Cat 330L excavator to remove stumps from previously cut trees. Stumps and debris were loaded on 10-wheel dumps to be transported and disposed of off site. A field sketch is enclosed for �� ' Of Massachusetts -The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/25/2002 Report No. 12 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction review. These observations were .related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell • r Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard O J REMOVE EXISTING 10'PLUG AND LLI i .CONNECT E)OSTING 10- WATER lYxe°Jt12' TEE m MAIN TO NEW 12' WATER MAIN 2— 12' GV — t CAS 0 CAS © , Stump removal along r_.•w -' roadway shoulder __ 12'XIO'INCREASER Q / 1 - 12'GVON i < CEINTERVRLE-OSIERVILLE SIDE REMOVE EX1511NG e•PLUG AND CONNECT DUSTING Ir WATER N TO NEW 12' WATER MAIN _ Excavation and trlrinstallation of electric n' _- utilty vault and -- -- �' - associated conduit R eriz ri F H . u r W ML .• :,. NIA ELECT C -...-o.-..._..._..._... -_ .. ..._..._..._. •--aF LL.I — - - �, - - - _.--- r — �-- - - - - - - - - -— — — - Excavation and �� 0 installation of utilty , structure NSTAR Q NE-9, MH and I � associated duct bank. PROXI i MATE UNIT OF Concrete encased. BE PERFORMED UN A SEPARATE OFF-SI IMPROVEMENTS CONTR CT 1 IIA wet!t 'I.A v i9 24 23 bs AT&T MH C — - LTi1AOAD) Excavation and - — — — S :« installation of electric conduit duct bank APPROXIMATE UMIT OF TO BE PERFORMED.UN A - SEPARATE OFF-9 ~ NSTAR NE-17B IMPROVEMENTS CON ACT MH 659/010 ° O N a I $ .Ms 0 40 BO I SCALE IN FEET TS5 Richardson Lane Stoneham,MA02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH PROJECT NO: DATE: 03-25-2002 ` Of Massachusetts -The Construction Testing People' 0 Page 1 ' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 03/25/2002 , Report No. 42 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape-Cod Ready- Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 GALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C:-39 CLASS CONCRETE: 3000# 3/411 * No. Of Sets: 8 CUBIC YARDS: 330 SET 1 LOCATION: Slab On Grade Column Line A.5 at 4 Total Unit Slump(in.) 4 1/4 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 45 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 79 R013 6 x 12 28.27 Good 03/25/2002 04/01/2002 7 87,000 3,080 2 Truck No. 58 R014 6 x 12 28.27 Good 03/25/2002 04/22/2002 28 Ticket No. 19402 R015 6 x 12 28.27 Good 03/25/2002 04/22/2002 28 Time 7:25 R016 6 x 12 1 28.27 Good 03/25/2002 04/22/2002 28 Unit Wt Ibs/cu ft Air Content(% SET 2 LOCATION: Slab On Grade Column Line A at 5 Total Unit, Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 48 No. . (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 72 R001 6 x 12 28.27 Good 03/25/2002 04/01/2002 7 83,000 2,940 2 Truck No. 56 R002 6 x 12 28.27 Good 03/25/2002 04/22/2002 28 Ticket No. 19406 R003 6 x 12 28.27 Good 03/25/2002 04/22/2002 28 R004 6 x 12 28.27 Good 03/25/2002 04/22/2002 28 Time 8:35 _ Unit Wt Ibs/cu ft Air Content(% SET 3 LOCATION: Slab On Grade Column Line B.8 at 6 t Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 52 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 62 R025 6 x 12 28.27 Good 03/25/2002 04/01/2002 7 86,000 3,040 2 Truck No. 55 R026 6 x 12 28.27 1 Good 1 03/25/2002 04/22/2002 28 10 R027 6 x 12 28.27 Good 03/25/2002 04/22/2002 28 Ticket No. 194 R028 6 x 12 28.27 Good 03/25/2002 09/22/2002 28 Time 9:05 Unit Wt Ibs/cu ft Air Content(% SET 4 LOCATION: Slab On Grade Column Line C at 7 � Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 03/25/2002 Report No. 42 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete CO. Cape Cod Ready Mix �� Total, - Unit �*,: Slum in: 4 1/2 Lab Size Area Date Date ' "Age Load Load Fracture Air Temp. (F.) 53 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 79 R021 6 x 12 28.27 Good 03/25/2002 04/01/2002 7 90,000 3,180 3 Truck No. 57 R022 6 x 12 28.27 Good• 03/25/2002 04/22/2002 28 R023 6 x 12 28.27 Good 03/25/2002 09/22/2002 28 Ticket No. 19415 R029 6 x 12 28.27 Good 03/25/2002 09/22/2002 28 Time 9:55 Unit Wt Ibs/cu ft Air Content(% SET 5 LOCATION: Slab On Grade Column Line D at 6 Total Unit Slump(in.) 4 3/4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 53 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 62 R029 6 x 12 28.27 Good 03/25/2002 04/01/2002 7 88,000 3,110 3 Truck No. 65 Ro30 6 x 12 28.27 1 Good 03/25/2002 1 04/22/2002 1 28 Ticket No. 19420 R031 6 x 12 28.27 Good 03/25/2002 04/22/2002 28 R032 6 x 12 28.27 Good 03/25/2002 04/22/2002 28 Time 10:45 Unit Wt Ibslcu ft Air Content(% SET 6 LOCATION: Slab On Grade Column Line D.5 at 6.3 Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 54 No. (in.) •-(sq. in.) Condition'. Cast 3 Tested _Days, (Ibs.) -(psi.) Type=s Conc Temp F 64 R033 6 x 12 28.27 Good 03/25/2002 04/01/2002 7 84,000 2,970 2 Truck No. 69 R034 6 x 12 28.27 Good 1 03/25/2002 1 04/22/2002 1 28 R035 6 x 12 28.27 Good 03/25/2002 04/22/2002 28 Ticket No. 19425 R036 6 x 12 28.27 Good 03/25/2002 04/22/2002 28 Time 11:35 Unit Wt Ibs/cu ft Air Content(% SET 7 LOCATION: Slab On Grade Column Line E.5 at 5 Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 53 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 65 R017 6 x 12 28.27 Good 03/25/2002 04/01/2002 7 85,000 3,010 2 Truck No. 56 R018 6 x 12 28.27 1 Good 03/25/2002 1 04/22/2002 1 28 Ticket No. 19432 R019 6 x 12 28.27 Good 03/25/2002 04/22/2002 28 R020 6 x 12 28.27 Good 03/25/2002 04/22/2002 28 Time 12:45 F::� Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Fibermesh, Pump Mix. I Of Massachusetts 'The Construction Testing People' Page 3 _ 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 0 3/2 5/2 0 02 Report No. 42 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready mix ' Inspector f, Premium" l Travel"- NameTime Hours Time D. Minas*an No Max Day+0.5 Hrs OT 1 Hr(s) C. DiNitto No Max Day+0.5 Hrs OT 1 Hr(s) Al Sharpe No Max Day+0.5 Hrs OT 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES LL (1) Cone (2)Cone and Split (3) Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard - Cape Cod Ready Mix, Inc. Attn: Jay Pleva i Of Massachusetts Inc. «The C*MtrU(fi*n TeSting " Page DAILY REPORT OF CONCRETE POUR 'ROJECT NAME:�to P t Sl, o h C , v`� PROJECT NO.: )ATE: 3 - 5 - U " AIR TEMP.: Su TOTAL YARDS:_ I .00ATION OF POUR: t= p T� 5oor oad & Slump Batching Batching Time In Yards Concrete % of Ticket # No. of ruck Inches In Out Minutes I Temp. 1 Air I Cylinders CK' Ll 5 J "73 0 A14-7 5 • " I 1 . � S . vo I /� 0 2 � Co LI '/ "7110 : 10 1 G I /3S I �� { Li 'Al I I � SI 8L/v y � '7: � s A : 7� 76, 1 s y l� L u• 5 S `7 I I�r7 y I v I LI �I`I ,II q. o v 70 O I I 5 1 LI d 0I () I G a u lA, /� 0 Ll L1 %, ( --A0 F 1 4 1 2\ �i y �y ✓ .'2 S �f -- 111.13 1 I �i`I 1 -3 1 �� I`l3 IGLi I ` �3 '7 1' 1 `'7 �( � j y � O S N�b �L��S -� L4 S 'vrZ. VI & 5 19y16 I rs S� 1 y 4 ► S o. � S �'U 1` IC( 1I / 1 7 INSPECTOR:/ ' V 1 7 5 09 1/ -Y /) ,'w, /t REMARKS: Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 Ai , Of M ssaChu etts hC. "The C:omtruction Testing Vie" page DAILY REPORT OF CONCRETE POUR g PROJECT NAME: Sto P 1 S )� o � Cut V—� PROJECT NO.: DATE: 3" S - U = AIR TEMP.: a TOTAL YARDS: 13 LOCATION OF POUR: ' o - I , ,,e- `'Z 5 Der Lo�d & Slump �Bat�ching Batching Time In Yards Concrete % of Ticket # No. of Tr InchesOut Minutes I Temp. I Air Cylinders IY D y '� _�3v lv -3U &u I 1�{ �6 I 1Cy� � I 5 � 3lq �� q '. � v ► v ,sU 7C) Ab I � �" � Al S 70 A-3 I I 1 qy!z zr a, 3 ► I '7'0 1 L q 0 '6�-Z l 0.3 0 ^7 I '4 I I I 4q i-1 Ko S S Iv 0 qW L4 ' 10 I a � I s I tid t a: s � s l� I G - z� S y �y II,Sp I : ace C1 I 3o I � � 33 I � Y L 3SI 29 y ,i /33U w �� 1cP 4 I I 32 V INSPECTOR: REMARKS: Richardson lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 r � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 0 3/2 5/2 0 0 2 Report No. 4 3 ' Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 ^, • . Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 a4LL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C739 CLASS CONCRETE: 30.00# 3/411 * No. Of Sets: 8 CUBIC YARDS: 330 SET 1 LOCATION: Slab On Grade Column Line F at 6 Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 54 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 64 R005 6 x 12 28.27 Good 03/25/2002 04/01/2002 7 81,000 2,870 3 Truck No. 66 R006 6 x 12 28.27 Good 03/25/2002 04/22/2002 28 Ticket No. 19436 R007 6 x 12 28.27 Good 03/25/2002 1 04/22/2002 1 28 Time 1:40 R008 6 x 12 28.27 Good 03/25/2002 1 04/22/2002 1 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: * Fibermesh, Pump Mix. Inspector Premium Travel Name Time Hours Time D. Minasian No C. DiNitto No Al Sharpe No REVIEWED BY: Steven T. Crabtree FRACTUk—L TYPES (1) Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report-Date 03/25/2002 Report No. 43 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store 466 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp F Hyannis, MA 02601 Concrete Co. . Cape Cod Ready Mix f. FIELD SUMMARY REPORT 'TotaIPOUr: Slab on Grade Column Lines'A-B at 4-5 and A-F at 5-7 Method of Placement: ❑X Pump ❑Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑X Other Other: Laser Screed Cylinder Fabrication Location: ❑ Truck Discharge Chute ❑X End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑X Other Inside Heated Building. Placement Protection: []Thermal Blankets ❑X Heat ❑ None ❑ Other Slump Specification (in.) 4 +/- 1/2 Number of slumps out of specification reported to , a If rejected Approved by Bob Cunningham Remarks: ` r � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 03/25/2002 Report No. 16 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp ; Hyannis, MA 02601 WEATHER: 40 degrees _TIME:..6 :.3 0 A.M. CONTACT: Craig Williamson 'of Kay Construction. SUMMARY: C.M.U. placement continued at the rear elevation. At column line A, 5.7 to 7, the top 4 courses were placed and hand grouted. At column line A, 4.5 to 5.7, the 4th low lift was grouted. All vertical reinforcement was in place as specified. The bond beams were reinforced with double #6 reinforcing steel bars. Anchor bolts for the beams were set in place, 2" on center. All vertically reinforced cells were grouted. The bond beams were grouted solid. The grout was rodded to achieve full penetration. At column line A, 5.7 to 4.5, the top 4 courses of C.M.U. were placed. At column line 4.5 to 3.6, C.M.U. was placed from the second bond beam to the third bond beam. At column line A, 2 to 3.6, C.M.U. was placed from the 8th to the 17th course. Type S mortar was mixed on site with municipal water. Hydrocide powder was added to each batch mixed. 3500 psi grout was also mixed on site. All materials used and C.M.U. placed was in compliance with the masonry submittals, and project specifications. The C.M.U. placement was plumb, true to line, joined well, and the 8" mortar joints were cleanly tooled concave. Random samples of the mortar were taken throughout the day to fabricate three 2"x2"x2" mortar cubes for lab testing. A sample of the grout was taken to fabricate four 3"x3"x6" grout prisms for lab testing. These observations were related to Mr. Williamson prior to departure. GENERAL REMARKS: Inspector Premium t^ Travel Name Time Hours Time P. Viscione No Max Day+1 Hrs OT 1 Hr(s) REVIEWED BY: William P. Crabtree ° Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 03/25/2002 Report No. 16 Job Number 7404 Barnstable Building Department ATtn: - Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200, Main Street Contractor Kay Construction Corp Hyannis MA 0260.1 'CC: Stop & Shop SupermarketCo Attn: Dan Donahue Stop & Shop- Supermarket Co. Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i Of Massachusetts 'The Construction Testing_People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 03/25/2002 Report No. 1 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, rA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 CONTACT: Bob Cunningham of Kay Construction _TIME OF INSPECTION: 11 : 00 AM TIME OF CONCRETE PLACEMENT: 1 :30 PM SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS:FS . 1 REVISION NUMBER: DATED: SHOP DRAWING(S): PROJECT SPECIFICATIONS: 03300 OTHER' DRAWINGS STAMPED: YES X NO AREA REVIEWED: Roof slab over elevator mechanical pit column line F at 4.9-5.1 (approximate) ATTRIBUTES: REVIEWED Yes No • Coverage(Top x Bottom x and/or Inside Face Outside Face ) X Clearance X Cleanliness (heavy rust,scale, mud,dirt, oil,etc. not permitted) X Bar Supports X Bar Spacing X Bar Quantity X Placement and tying X GENERAL REMARKS: Inspector Premium Travel Name Time Hours - ,Time E + C. Lund No Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 03/25/2002 Report No. 1 Barnstable Building Department Job Number 7404 . 1 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA ,;200 Malin- ,Street Contractor Kay Construction Corp Hyannis,-; MA 02601 i - _REVIEWED BY: William P. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard " • 7 ' Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Concrete Plant Report Report Date 03/25/2002 Report No. 3 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix - Yarmouth CLASS CONCRETE: 3000# 3/4" No Ai.r CUBIC YARDS: 363 e�Wry w s. t� .•. 14'w•r }i A - - ;. ;e Weights Quantity Measure' Materials Description ' {f Cement 517 lbs./cu.yd. Brand Name St. Lawrence Type I/II Fine Aggregate 1361 lbs./cu.yd. Source Cape Cod Aggregates Coarse Aggregate 1080 lbs./cu.yd. Source 3/4" Cape Cod Aggregates Coarse Aggregate 720 lbs./cu.yd. Source 3/8" Cape Cod Aggregates Admixture 25.85 ozs./cu.yd. Brand Name Mira - W.R. Grace Admixture 1.5 ozs./cu.yd. Brand Name Fibermesh - Polypro Admixture 11.3 ozs./cu.yd. Brand Name Polarset - W.R. Grace Water 34 1 gals/cu.yd. Source City . Description Result PLANT GRADATIONS Moisture in Sand (%) 4 SAND COARSE AGGREGATE Moisture in Coarse Aggregate(%) 1 F. M. 2.68 F. M. 6.68 Number of Determinations 3 Sieve Size % Passing Sieve Size % Passing Weights Adjusted to Compensate for Moisture Yes Sand Colormetric Test oK #200 1.0 #8 2.0 #100 4.0 #4 7.0 #50 15.0 3/8" 33.0 #30 50.0 1/2" 42.0 #16 75.0 3/4" 89.0 _ #8 90.0 1" 100.0 #4 98.0 11 1/2" GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time B. Bowley No Max Day+.5 Hrs OT 1 Hr(s) REVIEWED BY: William P. Crabtree �Q cc: Stop & Shop Supermarket Co Attn: Dan Donahue ' Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva ' Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/25/2002 Report No. 14 Barnstable Building Department Job Number 7404 • ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp • 'Hyannis, MA 02601 Concrete Co. onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ALL COMPRESSIVE STRENGTH:I•ESTS-DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type 'IS" 1800 PSI 7No. Of Sets: 4 SET 1 LOCATION: Wall: 121, C.M.U. Rear Elevations Column Line A at 5-7.0, Top 4 Courses Total Unit Air Temp. (F.) 40 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 R054 2 x 2 x 2 4.00 Good 03/25/2002 04/01/2002 7 5,700 1,430 R055 2 x 2 x 2 1 4.00 Good 1 03/25/2002 04/22/2002 1 28 R056 2 x 2 x 2 4.00 Good 1 03/25/2002 04/22/2002 1 28 SET 2 LOCATION: Wall: 12" C.M.U. Rear Elevation Column Line A at 5.7-4.5, .Top 4 Courses Total Unit Air Temp. (F.) 42 Lab Size Area Date Date .Age Load Load Mortar Temp(F) 52 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:30 R063 2 x 2 x 2 4.00 Good 03/25/2002 04/01/2002 7 5,400 1,350 R064 2 x 2 x 2 4.00 Good 1 03/25/2002 04/22/2002 28 R665 2 x 2 x 2 4.00 Good 03/25/2002 04/22/2002 1 .28 SET 3 LOCATION: Wall: Rear Elevation Column Line A at 2.0-3.6, 8th-12th Course • Total Unit Air Temp.(F.) 43 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 2:00 R060 2 x 2 x 2 4.00 Good 03/25/2002 04/01/2002 7 5,300 1,330 R061 2 x 2 x 2 4.00 Good 03/25/2002 04/22/2002 28 R062 2 x 2 x 2 4.00 Good 03/25/2002 04/22/2002 28 SET 4 LOCATION: Wall: Rear Elevation Column Line A at 2.0-3.6, 13-17th Course Total Unit Air Temp. (F.) 40 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:30 R057 2 x 2 x 2 4.00 Good 03/25/2002 04/01/2002 7 5,900 1,480 R058 2 x 2 x 2 4.00 Good 03/25/2002 04/22/2002 28 R059 2 x 2 x 2 4.00 Good 03/25/2002 04/22/2002 28 i " Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/25/2002 Report No. 14 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, rrtA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix -GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time, P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket.Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc { Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts -The Construction Testing People' s Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 03/25/2002 Report No. 9 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Mixed on site • Concrete Co. ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 ;kL•L COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500# grout- No. Of Sets: 1 SET 1 LOCATION: wall: 12" C.M.U. rear elevation column line A at 5.7 to 7.0, top 4 courses, A at 4.5 to 5.70, 4th low lift. Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 40 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 60 R069 3 x 3 x 6 9.00 Good 03/25/2002 04/01/2002 7 32,000 3,560 Truck No. R070 3 x 3 x 6 9.00 Good 03/25/2002 04/22/2002 28 Ticket No. R071 3 x 3 x 6 9.00 Good 03/25/2002 04/22/2002 28 Time 11:o0 R072 3 x 3 x 6 9.00 Good 03/25/2002 1 04/22/2002 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Mtn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 STEEL INSPECTION REPORT DATE 03/25/02 8 Barnstable Building Department Job No. UTS 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotu 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 The writer arrived at the above referenced project at 6 :30 AM and met with Mr. Bob Cunningham of Kay Construction. The pur- pose of this visit was to perform .a structural steel inspection. The following was observed: Speed dowels have been placed every 18" O.C. along the expansion joint locations of column lines A-B. at 4-5 and B-F at 5-7 . All speed dowels appeared to be securely in place during concrete placement . Smooth dowels were placed along expansion joints at column lines E. 5-F at 6-7 lines . Wire fabric was bridged over electrical haunches . Materials were found to have been placed in accordance with structural drawings . These observations were re- lated to Mr. Cunningham prior to departure . ! abGi INSPECTOR: C. Lund-Max day plus 1 U T S OF MASSACHUSETTS, INC. hour travel Reviewed By: William P. Crabtree Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 03/25/2002 Report No. 42 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4" * I No. Of Sets: '8- CUBIC YARDS: 330 SET 1 LOCATION: Slab On Grade Column Line A.5 at 4 Total :Unit Slump(in.) 4 1/4 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 45 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 79 R013 6 x 12 28.27 Good 03/25/2002 04/01/2002 7 87,000 3,080 2 Truck No. 58 R014 6 x 12 28.27 Good 1.03/25/2002 1 04/22/2002 1 28 119,000 1 4,210 4 Ticket No. 19402 R015 6 x 12 28.27 Good 03/25/2002 04/22/2002 1 28 123,000 1 4,350 4 Time 7:25 R016 6 x 12 28.27 Good 03/25/2002 04/22/2002 1 28 125,000 1 4,420 1 3 Unit Wt Ibslcu ft Air Content(% SET 2 LOCATION: Slab On Grade Column Line A at 5 Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 48 No. (in.) (sq. in.) Condition Cast Tested ' Days (Ibs.) (psi.) Type Conc Temp(F) 72 R001 6 x 12 28.27 Good 03/25/2002 04/01/2002 7 83,000 2,940 2 Truck No. 56 R002 6 x 12 28.27 1 Good 1 03/25/2002 04/22/2002 28 122,000 4,320 4 Ticket No. 19406 R003 6 x 12 28.27 Good 03/25/2002 04/22/2002 28 120,000 4,240 4 Time 8:35 R004 6 x 12 28.27 Good 03/25/2002 04/22/2002 28 124,000 4,390 3 _ Unit Wt Ibs/cu ft Air Content(% SET 3 LOCATION: Slab On Grade Column Line B.8 at 6 �7 " ' "` ` i r "_) �t. „�" E e' ` ¢.ti �" " '6v'F�Tot"al' {Uriit 6 Slump(in.) 4 1/2 Lab Size Area Date Date Age' t Load Load, ' Fracture Air Temp. (F.) 52 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs. (psi.) Type Conc Temp(F) 62 R025 6 x 12 28.27 Good 03/25/2002 04/01/2002 7 86,000 3,040 2 Truck No. 55 R026 6 x 12 28.27 Good 03/25/2002 04/22/2002 28 124,000 4,390 3 Ticket No. 19410 R027 6 x 12 1 28.27 Good 03/25/2002 04/22/2002 28 119,000 4,210 4 Time 9:05 R028 6 x 12 28.27 Good 03/25/2002 04/22/2002 28 123,000 4,350 3 Unit Wt Ibs/cu ft Air Content(% SET 4 LOCATION: Slab On Grade Column Line C at 7 • Of Massachusetts 'The Construction Testing_ People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) to Compressive Strength Report - Concrete Report Date 03/25/2002 Report No. 42 � Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete CO. Cape Cod Ready Mix Total Unit Slump(in.) 4 1/2 Lab Size Area. ., Date a .,.,, !Date,,,rW Age, hLoad _.,Load oFract ure Air Temp.(F.) 53 No. (in.) (sq. in.) Condition Cast Tested • Days (Ibs.) (psi.) Type Conc Temp(F) 79 R021 6 x 12 28.27 Good 03/25/2002 04/01/2002 7 90,000 3,180 3 Truck No. 57 R022 E. x 12 1 28.27 Good 1 03/25/2002 04/22/2002 28 127,000 4,490 3 Ticket NO. 19415 R023 6 x 12 28.27 Good 03/25/2002 04/22/2002 1 28 120,000 1 4,240 3 Time 9:55 R024 1 6 x 12 1 28.27 1 Good 03/25/2002 04/22/2002 1 28 125,000 1 4,420 1 4 Unit Wt Ibs/cu ft Air Content(% SET 5 LOCATION: Slab On Grade Column Line D at 6 Total Unit Slump(in.) 4 3/4 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 53 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 62 R029 6 x 12 28.27 Good 03/25/2002 04/01/2002 7 88,000 3,110 3 Truck NO. 65 R030 6 x 12 28.27 Good 1 03/25/2002 1 04/22/2002 1 28 125,000 1 4,420 1 3 1 Ticket No. 19420 R031 6 x 12 28.27 Good 03/25/2002 04/22/2002 1 28 120,000 1 4,240 1 4 Time 10:45 R032 6 x 12 28.27 Good 03/25/2002 04/22/2002 1 28 1126,000 1 4,460 1 Unit Wt Ibs/cu ft Air Content(% SET 6 LOCATION: Slab On Grade Column Line D.5 at 6.3 Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 54 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 64 R033 6 x 12 28.27 Good 03/25/2002 04/01/2002 7 84,000 2,970 2 Truck No. 69 R039 6 x 12 28.27 Good 03/25/2002 04/22/2002 28 118,000 4,170 4 Ticket NO. 19425 R035 6 x 12 28.27 Good 03/25/2002 04/22/2002 28 120,000 4,240 3 Time 11:3 5 R036 6 x 12 28.27 Good 03/25/2002 04/22/2002 28 121,000 4,280 3 Unit Wt Ibs/cu ft Air Content(% SET 7 LOCATION: Slab On Grade Column Line E.5 at 5 Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 53 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 65 R017 6 x 12 28.27 Good 03/25/2002 04/01/2002 7 85,000 3,010 2 Truck No. 56 R018 6 x 12 28.27 1 Good 1 03/25/2002 1 04/22/2002 1 28 124,000 1 4,390 1 4 Ticket NO. 19432 R019 6 x 12 28.27 Good 03/25/2002 04/22/2002 28 123,000 4,350 3.• Time 12:45 R020 6 x 12 28.27 Good 03/25/2002 04/22/2002 28 126,000 4,460 3 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Fibermesh, Pump Mix. I i � Of Massachusetts. 'The Construction Testing People' Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 03/25/2002 Report No. 42 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix Inspector y "', Premium' , t Travel Name Time,, D. Minasian No Max Day+0.5 Hrs OT 1 Hr(s) C: DiNitto No Max Day+0.5 Hrs OT 1 Hr(s) Al Sharpe No Max Day+0.5 Hrs OT 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i t . Of Massachusetts; 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 03/25/2002 Report No. 43 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 * No. Of Sets: 8 I CUBIC YARDS: 330 SET 1 LOCATION: Slab On Grade Column Line F at 6 Total :Unit Slump(in.) 4 Lab Size Area Date Date Age " Load Load 'Fracture Air Temp. (F.) 54 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 64 R005 6 x 12 28.27 Good 03/25/2002 04/01/2002 7 81,000 2,870 3 Truck No. 66 R006 6 x 12 28.27 Good 1 03/25/2002 1 04/22/2002 1 28 121,000 4,280 4 Ticket No. 19436 R007 6 x 12 28.27 Good 03/25/2002 04/22/2002 28 120,000 4,240 9 _ Time 1:40 R008 6 x 12 28.27 Good 03/25/2002 04/22/2002 28 117,000 4,140 4 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Fibermesh, Pump Mix. Inspector Premium Travel Name Time Hours +' Time D. Minasian No C. DiNitto No Al Sharpe No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1) Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5) Columnar CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro - Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva c �• Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/25/2002 Report No. 14 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street '� Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type "S" 1800 PSI No. Of Sets: 4 SET 1 LOCATION: Wall: 12" C.M.U. Rear Elevations Column Line A at 5-7.0, Top 4 Courses Total Unit Air Temp. (F.) 40 Lab Size Area Date - Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 R054 2 x 2 x 2 4.00 Good 03/25/2002 04/01/2002 7 5,700 1,430 R055 2 x 2 x 2 4.00 Good 03/25/2002 04/22/2002 28 1 12,400 3,100 R056 2 x 2 x 2 4.00 Good 03/25/2002 04/22/2002 28 12,800 3,200 SET 2 LOCATION: Wall: 12" C.M.U. Rear Elevation Column Line A at 5.7-4.5, Top 4 Courses Total • Unit Air Temp. (F.) 42 Lab Size Area Date Date Age Load Load Mortar Temp(F) 52 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:30 R063 2 x 2 x 2 4.00 Good 03/25/2002 04/61/2002 7 5,400 1,350 R064 2 x 2 x 2 4.00 Good 03/25/2002 04/22/2002 28 12,000 3,000 R065 2 x 2 x 2 4.00 Good 03/25/2002 04/22/2002 28 11,900 2,980 SET 3 LOCATION: wall: Rear Elevation Column Line A at 2.0-3.6, 8th-12th Course Total Unit Air Temp. (F.) 43 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 2:00 R060 2 x 2 x 2 4.00 Good 03/25/2002 04/01/2002 7 5,300 1,330 R061 2 x 2 x 2 4.00 Good 1 03/25/2002 1 04/22/2002 1 28 11,500 2,110 R062 2 x 2 x 2 4.00 Good 03/25/2002 04/22/2002 28 11,800 2,950 SET 4 LOCATION: Wall: Rear Elevation Column Line A at 2.0-3.6, 13-17th Course Total Unit Air Temp. (F.) 40 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Time 3:3 0 R057 2 x 2 x 2 4.00 Good 03/25/2002 04/01/2002 7 5,900 1,480 R058 2 x 2 x 2 4.00 1 Good 03/25/2002 04/22/2002 1 28 1 13,600 3,400 R059 2 x 2 x 2 4.00 Good 03/25/2002 04/22/2002 28 13,200 3,300 r � Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/2 5/2 0 02 Report No. 14 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix -GENERAL REMARKS: Inspectors 'travel ' Name = Time" Hours. Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i � Of Massachusetts. -The Construction Testing P°eop e, Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 03/25/2002 Report No. 9 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Mixed on site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500# grout 1 No. Of Sets: 1 SET 1 LOCATION: Wall: 12" C.M.U. rear elevation column line A at 5.7 to 7.0, top 4 courses, A at 4.5 to 5.70, 4th low lift. Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 40 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 60 R069 3 x 3 x 6 9.00 Good 03/25/2002 04/01/2002 7 32,000 3,560 Truck No. R070 3 x 3 x 6 9.00 Good 03/25/2002 04/22/2002 28 43,000 4,780 Ticket No. R071 3 x 3 x 6 9.00 Good 03/25/2002 04/22/2002 28 44,000 4,890 Time 11:o0 R072 3 x 3 x 6 9.00 Good 03/25/2002 04/22/2002 28 46,000 5,110 GENERAL REMARKS: Inspector Premium ,_ Travel' - Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop &.Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva I Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/22/2002 Report No. 16 Job Number 7465 Barnstable Building Department , Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear/windy, 27 degrees _TIME: -7 00 AM CONTACT: Bob 'Cunningham- from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 330L excavator, Cat 95OG loader, Hypac VR20 single drum vibratory roller, Zip-It AZ480 asphalt zipper, Bomag Supra heavy plate compactor, Cat 436C backhoe TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of drain pipe and structures was performed using a Cat 330L excavator to the proposed elevations exposing natural sand deposits. Pulverization of existing bituminous concrete pavement was performed along trench lines using a Zip-It AZ480, asphalt zipper attached to Cat 950G loader to cut and grind bituminous concrete in place. Upon installation of pipe and structures, a single lift of excavated materials was placed and bucket compacted using a Cat 330L•excavator followed by 4-6 overlapping coverages with a Bomag Supra heavy plate compactor to densify placement. Subsequent lifts of 1211-18" were placed and bucket compacted by backdragging using a Cat 436C backhoe and a Cat '950G loader prior to the Hypac VR20 single drum vibratory roller making 4'-j overlapping coverages to densify placement. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time ,Hours Time J. Kielty No REVIEWED BY: Chuck Fraser i Y�. OfMassachusetts 'The Construction Testing People'' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/22/2002 Report No. 16 Job Number 7465 Barnstable Building Department Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601, Contractor Kay Construction cc:, `Stop+& Shop,Supermarket , Attn: 'Dan Donahue Stop & Stiop.SupPrmarket Attn:. Arthur,Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn`: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard r { r FA Mao Excavation and p of drain +°o �► s�-� r �F� 1� � ' �• �� .tom- . :� i ^, ,�n.• �' a'�� ;j�1 ••+r .InrJ„1 �.�i•;+t_ � � .ems.::.,. , .�� .i• .' • e , i Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/22/2002 Report No. 11 - Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S,Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear/windy, 27 degrees .TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Hypac C850B single drum vibratory roller, Cat 143H grader TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: 0 Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Grading of roadway shoulder subgrade was performed using a Cat 143H grader to evenly distribute and depress existing natural sand deposit and subsoil to aid vehicular traffic for future utility installations. Several 10 wheel dumps of offsite gravel base material, consisting of F-M-C sand and gravel, tract silt, from Lynch Pit in Falmouth, was utilized as needed during grading operations to provide a uniform dense surface. Compaction and,proofrolling was performed using 4-6 overlapping coverages with a Hypac C850B single drum vibratory roller to densify graded areas and offsite soil placement. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector _ Premium " 4;. _ Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro- Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 4 e Mr 4 I APPROXIMATE • •' -• 7 7 Rill �_ + J, •- 1. T `IJ i i y Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/22/2002 Report No. 63 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER:-Windy/clear; 27 degrees _TIME:; 7 : 00 -AM r -'CONTACT: Craig 'Williamson from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, small plate compactor, Bobcat 763 skidsteer TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Backfilling'of interior plumbing at building "F" was performed using a Cat 436C backhoe to place and bucket compact 12"-18" lifts of granular fill (excavated granular fill, natural sand deposits and offsite granular fill from Lynch Pit in Falmouth) followed by 426 overlapping coverages by a •small plate compactor to densify placement. Grading of fill areas was performed using a Bobcat 763 skidsteer to evenly distribute and depress placement to resistance. Backfill operations are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Williamson prior to departure. Inspector Premium Travel Name Time ti Hours' Time T J. Kielty No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell f ' Vanasse Hangen Brustlin Inc Attn: Steve Chouinard' W*. mill NO �Approxirnate limit --o-lif backfilling and AM mama 'ice�/� ��I "� �-•1+L•y '�� ' T �"` � `' t fib' � � � �■ -,�_.��...�..: �;.; . {i1� `_" •� i ;► rt;. :J�! P emu.•' . . , . ��" ��. ' ' -•- --- --- - ter:.:: �i': r ��► a - n ��''•:� a •.: a �i�: I �i -�•�^ ,: . wit J I Fgel ors yr I �• Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Con6rete Plant Report Report Date 03/22/2002 Report No. 2 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix CLASS CONCRETE: CUBIC YARDS: `Dry ; ;,. �# Unit off '^k-t?-•i .,*r.•:r•..•;. ni, r�t.'y�:�. Y��{ j.( ,v v ��f I4k :Z-t '�, - Weights •Quantity: Measure Mater als Ep s Des, nption., a ., Description Result PLANT GRADATIONS Moisture in Sand (%) SAND COARSE AGGREGATE Moisture in Coarse Aggregate(%) F. M. F. M. Number of Determinations Sieve Size % Passing Sieve Size % Passing Weights Adjusted to Compensate for Moisture #200 #8 Sand Colormetric Test #100 #4 #50 3/8" #30 1/2" #16 3/4" _ #8 Ill. #4 11 1/2" GENERAL REMARKS:' The scheduled iconc:rete-plan"c' 'inspection was cancelled due to inclement weather. Inspector Premium # Travel Name Time Hours Time B. Bowley No Min Day 1 Hr(s) REVIEWED BY: William P. Crabtree �Q CC: Stop & Shop Supermarket Co Attn: Dan Donahue, Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc'. Attn: Jay Pleva Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/21/2002 Report No. 62 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Clear, 52 degrees _TIME: 7 : 00 AM -CONTACT: Craig Williamkson f"rom•Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 143H grader, Cat 436C backhoe, small plate compactor, Bobcat 763 skidsteer, Lull (x2) , Cat CB 3224C twin drum roller TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Elevating and grading of building "F" slab base course was performed using a Cat 436C backhoe and Cat 143H grader to place, evenly distribute and depress previously placed sand/gravel base course material, consisting of F-M-C sand, little gravel, trace silt, from Lynch Pit in Falmouth, to the proposed elevation at bottom of slab. Compaction to finish grade was performed by the small plate compactor, making 4-6 overlapping coverages followed by Cat CB 224C twin drum'roller making 4-6 overlapping coverages to densify grade. writer observed an area of previously prepared slab base course'at eastern edge of building "F" that had softened due to previous evening.'s rains and vehicular traffic. Superintendent Craig Williamson was advised of unsuitable conditions. Approximately 4" of saturated soils were removed using a Cat 143H grader exposing stable dense gravel base material. Replacement of material was made using a Cat 436C backhoe and Cat 143H grader to place, evenly distribute and depress a sand/gravel base course material, consisting of F-M-C sand, little gravel, trace silt, to the proposed elevation at bottom of slab. Compaction to finish grade was performed by small plate compactor making 4-6 overlapping coverages to densify placement. A field sketch is enclosed for review. These observations were related to Mr. Williamson prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day+l Hrs OT 1 Hr(s) Of Massachusetts - ,. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/21/2002 Report No: 62 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott 'Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp -.REVIEWED BY:,=Chuck-Fraser ; CC: 'Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard • r ' \.. APROI■IATE WT STEW A Pp6bONTD -We �\\` II/DOt A SEPARATESEPARATEA1E WASTEWATER t11EAl1O/T (/J _ /(A CONTRACT OW) Roo z-r PVC i 1' ZENON WASTEWATM ICE 1AANs TREATlYBI�FACUrY ._3L000 CAL ESUAl1U110M ` TISD ENCLOSURE TANK t RAF STATISM mO1Aid1 AND�URE _( ........ ='� I10E/T / VAIA.T! _ o ° . TRNRS(6tlt PAD a IO• •..`,' ID STATISM WIN PUMPS 9 _ ter( l •• 1.37.SD •• :stP ? LD 11,000 GAL_ a'� - MAINTAIN AND PROTECT / to SETTIM° e•PYC �� , DUS100 GREASE 1RAP- � TAMI A AND CONNECT 10�0S.RELOCA/ b i } VALVE EXSIND WATER UK ?/ -RHYDRANT emoval of sotened oil. Replaced with 4" FORM MANS rr i f sand-gravel fill. 1 I __�PF -- vl. •I 100 /j1j T11'Ili'�1�'i11Ii '17�t74TECFFE (NTIt'llll _ �--•�' /. 17A C, ■ 1,1 1 1 1 1 1 I 1 I,1 I� 1 ■ I 1,I,1"w EX4,F0all 5{:11V.^' 1 11'111 1 1 _ C �-- '_'._�' •.� 1 1, .ate 1,1,1,1, _ 1,1, - ,1,1,1, �. / .00 li .a■ _� le 1',111 li I1 11,1 1 � `ASpJ�e�1V-�I��1`/• KM Q� -oi.� ' _ 1.00 ■ l i i'i'1 i I ■ 1 1'��I 1■ 1 LqU A[COMM -�_. ' I '1 1 1 1 1"1' ' 1 1 :AM 1 1't 1 , e•1 /l 29 y9 » NSe 17 24'0 V 'I. • .w I -■m I Z b / /' � -RO 1 1 A' • • ■ ■ 1 } JD 3 N..54,00 TRANSFORMER P -� AD .■ 1 ==-2-Z��t• ,^ �13 --O _ :aLe 1.61.Oo R C=60J71 1 C C. z r I.S7.00 - pproximate limits of 'S 1'°0.0° nA °'°° sub-slab sand gravel ref. — ___ = base course grading P I1t E �r - === t, a. !;' _ ` : , and compaction ;F ' VUNT ■ - I ------�- s-7z Mf I---------T t2 W QT :ss 1 1.37.70 'am I I ' :ate■ �'•72' 1 t!1 -W0 DI 00 I W.7r 1 IF w RESERVEI .1 � AREA i / -_=_�. tTIlls IEAO■�ICARE, t -- 1 ---- - . ------->r-� 1r . n aLt FSE- ♦ 111MIA FErAL -Atl■ 1 S i CIA. ME-67.7 Is IYI■•IItY TIIC R1Q AIBAd C1TS Sl R1rhamg nLane 0 JOB NAME: St p & Shop Cotuit Landing DATE: 0 321 John Kielty FIELD SKETCH WEST 1 +x Of Massachusetts 'The Construction Testing People' Page 1 r" 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 03/22/2002 Report No. 14 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 WEATHER: Partly sunny, 25 degrees .TIME: 6:3 0 AM CONTACT: Craig-Williamson from Kay Corisfruction SUMMARY:x t The placement of CMU 'and concrete was,cancelled due to the low temperature. GENERAL REMARKS: Inspector Premium Travel .Name Time Hours Time P. Viscione ' No Min Day, 1 Hr(s) REVIEWED BY: William P. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva 1 i L i U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 STEEL INSPECTION REPORT DATE 03/22/02 7 Barnstable Building Department Job No. UTS 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotu 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Contacts : Bob Cunningham of Kay Construction A visit was made to the above referenced project for the purpose of per- forming a visual inspection of the construction joint preparation prior to concrete placement . A 5/8" hole drilled every 18" was observed in . the pour stop. In the holes "Speed Dowel" slip joints were being in- stalled at all interior construction joints, all directions . A rein- spection will be performed on 3/25/02 prior to concrete placement . Additionally, a visual inspection of the reinforcing steel installation was performed at the pit slab, lines 4 . 7 to 5 . 2 , F to Gb. This inspec- tion revealed unacceptable installation with the incorrect spacing of the #4 bars in both directions (drawing R-02 specifies 8" O.C. spacing, field installation at 12" O.C. ) . A reinspection will be performed prior to concrete placement . Mr. Cunningham was informed of these observations _ prior to departure. Further inspection will be performed as work pro- gresses . INSPECTOR: S.Alikonis-Min day + 1 hr U T S OF MASSACHUSETTS, INC. travel AWS-CWI #93100151 Reviewed By: William P. Crabtree U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 STEEL INSPECTION REPORT DATE 03/21/02 6 Barnstable Building Department Job No. UTS 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotu 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Contacts : Bob Cunningham of Kay Construction A visit was made to the above .ref6,renced project for the purpose of per- forming a visual inspection of the structural steel connections within lines 1-7, A-F on the roof framing of the structure. This inspection consisted of the following activities and observations : Roof Framing ---------- -- 1 . Field bolted connections were visually inspected and found tensioned and acceptable at all connections . 2 . Metal deck installation was found complete and acceptble within lines 1-7, and in accordance with approved structural drawings . 3 . Field welded joist connections were found complete and acceptable with the specified weld size and length observed at all connections within lines 1-7, A-F. 4 . Horizontal bridging installation was found complete and acceptable between lines 1 to 7 . Canopy framing between lines F and G is partially complete, with addi- tional decking, bracing, and bolt tensioning required. Loading dock structural steel is not erected at this time. Further inspection will be performed as work progresses. INSPECTOR: S.Alikonis-Min day + 1 hr U T S OF MASSACHUSETTS, INC. travel AWS-CWI #93100151 Reviewed By: William P. Crabtree e `4 � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report ,Report Date 03/21/2002 - Report No. 13 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 WEATHER: Sunny 40 degrees _TIME: 6 :3 0 AM CONTACT: Craig Williamson of Kay`Construction SUMMARY:' _ The masonry work continued at the rear and front elevation. The rear elevation column line A at 3.6 - 5.70, 12" C.M.U. was placed from the first beam to the 2nd bond beam. The C.M.U. was placed and grouted to the first bond beam, all vertical reinforcement was in place as required. Dur-O-Wall was placed 16" on center masonry ties were coated with Karnak 100, and wrapped with styrofoam. Control joints were continued with raped P.V.C. , control joint T's placed inside the expansion area. Number 7 reinforcing steel was placed, centered, and lapped 41 ; double #6 reinforcing steel was placed inside the bond beam. Type S mortar was mixed on site with clean sand and water. Hydrocide powder was added to each batch mixed. Random samples were taken throughout the day to fabricate 2"x2"x2" mortar cubes for the lab testing. At the front elevation column line F at 5.40 to 7.0, the first low lift of 12" C.M.U. was grouted. Cape cod ready mix arrived at the site with 6 yards of 3500 psi grout. The grout was mixed and thinned to a slump of 911 . The rout was then pumped into each vertically reinforced cell. The grout was rodded' to achieve full penetration. A sample of the grout was taken to fabricate 3"x3"x6" grout prisms for lab testing. These observations were related to Craig Williamson prior to departure. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No Max Day+1 Hrs OT 1 Hr(s) REVIEWED BY: William P. Crabtree �Q ,l Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA. 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 03/21/2002 Report No. 13 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 t`cc:., - Stop & Shop Supermarket Co Attn: Dan Donahue %§top-&s-.Shop,•Superma.r-ket--Co-' Attn: Arthur Joubert , t Kay`Coristruction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve-Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva w r r Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/21/2002 'Report No. 15 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 52 degrees .TIME: 7 :'00 AM , CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 330L excavator, Cat 950G loader, Hypac VR20 single drum vibratory roller, Zip-It AZ480 asphalt zipper, Bomag Supra heavy plate compactor, Cat 436C backhoe TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of water lines and associated structures continued using a Cat 330L excavator to the proposed elevations exposing natural sand deposit. Pulverization of existing bituminous concrete pavement was performed along trench lines using a Zip-It AZ280 asphalt zipper attached to Cat 95OG loader to cut and grind bituminous concrete in place. Upon installation of pipe and structures, a single lift of excavated materials was placed and bucket compacted using Cat 330L excavator followed by 4-6 overlapping coverages with a Bomag Supra heavy plate compactor to densify placement. Two subsequent lifts of 12"-18" were placed and bucket compacted by backdragging using a Cat 436C backhoe and a Cat 95OG loader prior to the Hypac VR20 single drum vibratory roller making 4-6 overlapping coverages to densify placement. Sewer pipe was encased in concrete within 10' of water/sewer crossings. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium' Travel ;. Name' > Time Hours, f Time ; J. Kielty No REVIEWED BY: Chuck Fraser Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/21/2002 Report No. 15 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction .CC: Stop, &-Shop Supermarket Attn:: Dan Donahue :•` Stop &Shop Supermarket Attn: Arthur Joubert Kay Construction. Corporation Attn:', Michael.Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard � 'C�asI'-•L■ � ,o."t.;,, � e .. ! � '.ram .• • ilk `^`�'��TS�:�i�■��'.� . �=Q, _-� _ y �r�, �/i --- i _ Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/21/2002 Report No. 13 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type "S" 1800 PSI No. Of Sets: 4 SET 1 LOCATION: Wall: 12" C.M.U. Rear Elevation Column Line A at 4.50-5.70, 18th-25th Course Total Unit Air Temp. (F.) 40 Lab Size Area Date Date Age Load Load Mortar Temp(F) 44 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 Q903 2 x 2 x 2 4.00 Good 03/21/2002 03/28/2002 7 4,400 1,100 Q904 2 x 2 x 2 4.00 Good 03/21/2002 09/18/2002 28 Q905 2 x 2 x 2 1 4.001 Good 03/21/2002 109/18/2002 28 SET 2 LOCATION: Wall: 121, C.M.U. Rear Elevation Column Line A at 3.6-5.70, 18th-25th Course Total Unit Air Temp.(F.) 46 Lab Size Area Date Date Age Load Load Mortar Temp(F) 47 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:30 Q900 2 x 2 x 2 4.00 Good 03/21/2002 03/28/2002 7 4,200 1,050 Q901 2 x 2 x 2 1 4.00 Good 1 03/21/2002 09/18/2002 1 28 Q902 2 x 2 x 2 4.00 Good 1 03/21/2002 04/18/2002 1 28 SET 3 LOCATION: Wall: 12" C.M.U. Rear Elevation Column Line A at 4.50-5.70, 26th-33rd Course Total Unit Air Temp.(F.) 48 Lab Size Area Date Date Age Load Load Mortar Temp(F) 48 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 2:00 Q897 2 x 2 x 2 4.00 Good 03/21/2002 03/28/2002 7 4,600 1,150 Q898 2 x 2 x 2 4.00 Good 03/21/2002 04/18/2002 1 28 Q899 2 x 2 x 2 1 4.00 Good 03/21/2002 04/18/2002 28 SET 4 LOCATION: Wall: 12" C.M.U. Rear Elevation Column Line A at 3.6-5.70, 26th-33rd Course Total Unit Air Temp. (F.) 50 Lab Size Area Date Date Age Load Load Mortar Temp(F) 48 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:3 0 Q894 2 x 2 x 2 4.00 Good 03/21/2002 03/28/2002 7 4,300 1,080 Q895 2 x 2 x 2 1 4.00 1 Good 1 03/21/2002 04/18/2002 28 Q896 2 x 2 x 2 4.00 Good 1 03/21/2002 04/18/2002 28 i Of Massachusetts 'The Construction Testing People' ' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 0 3/21/2 0 0 2 Report No. 13 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 03/21/2002 Report No. 8 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA. 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 onsite Mix Concrete Co. ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500# Grout No. Of Sets: 1 - SET 1 LOCATION: wall: 1211 C.M.U. Front Elevation Column Line F at 5.40-7.0, 1st Low Lift . Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 47 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 73 Q921 3 x 3 x 6 9.00 Good 03/21/2002 03/28/2002 7 23,000 2,560 Truck No. 64 Q922 3 x 3 x 6 9.00 Good 03/21/2002 04/18/2002 28 Ticket No. 19363 Q923 3 x 3 x 6 9.00 Good 03/21/2002 04/18/2002 28 Time 12:00 Q924 3 x 3 x 6 9.00 Good 1 03/21/2002 1 04/18/2002 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn:.Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva I Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 03/21/2002 Report No. 8 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 onsite Mix Concrete Co. ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 . , .CLASS GROUT: 3500# .Grout No. Of Sets: 1 SET 1 LOCATION: wall: 12" C.M.U. Front Elevation Column Line F at 5.40-7.0, 1st Low Lift Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 47 No. _ (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 73 Q921 3 x 3 x 6 9.00 Good 03/21/2002 03/28/2002 7 23,000 2,560 Truck No. 64 Q922 3 x 3 x 6 9.00 Good 03/21/2002 04/18/2002 28 46,500 5,170 Ticket No. 119363 Q923 3 x 3 x 6 9.00 Good 03/21/2002 04/18/2002 28 43,500 1 4,830 Time 12:00 Q924 3 x 3 x 6 9.00 Good 03/21/2002 04/18/2002 28 1 45,000 5,000 GENERAL REMARKS: i Inspector Premium . Travel µ ' Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/21/2002 Report No. 13 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix i ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type "S" . 1800 PSI Nc. Of Sets: 4 SET 1 LOCATION: Wall: 12" C.M.U. Rear Elevation Column Line A at 4.50-5.70, 18th-25th Course Total Unit Air Temp. (F.) 40 Lab Size Area Date Date - Age Load Load Mortar Temp(F) 44 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 Q903 2 x 2 x 2 4.00 Good 03/21/2002 03/28/2002 7 4,400 1,100 Q904 2 x 2 x 2 4.00 1 Good 1 03/21/2002 04/18/2002 28 8,300 2,080 Q905 1 2 x 2 x 2 4.00 1 Good 1 03/21/2002 1 04/18/2002 28 8,400 2,100 SET 2 LOCATION: Wall: 12" C.M.U. Rear Elevation Column Line A at 3.6-5.70, 18th-25th Course Total Unit Air Temp. (F.) 46 Lab Size Area Date 'Date Age Load Load Mortar Temp(F) 47 No. (in.) (sq. in.) Condition Cast Tested . Days (lbs.) (psi.) Time 11:30 Q900 2 x 2 x 2 4.00 Good 03/21/2002 03/28/2002 7 4,200 1,050 Q901 2 x 2 x 2 4.00 Good 1 03/21/2002 04/18/2002 1 28 7,900 1,980 Q902 2 x 2 x 2 4.00 Good 03/21/2002 04/18/2002 28 8,100 2,030 SET 3.LOCATION: Wall: 12" C.M.U. Rear Elevation Column Line A at 4.50-5.70, 26th-33rd Course Total Unit Air Temp'. (F.) 48 Lab Size Area Date Date Age Load Load Mortar Temp(F) 48 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 2:00 Q897 2 x 2 x 2 4.00 Good 03/21/2002 03/28/2002 7 4,600 1,150 Q898 2 x 2 x 2 4.00 Good 03/21/2002 04/18/2002 28 8,300 2,080 Q899 2 x 2 x 2 4.00 Good 03/21/2002 04/18/2002 28 8,400 2,100 SET 4 LOCATION: Wall: 12" C.M.U. Rear Elevation Column Line A at 3.6-5.70, 26th-33rd Course Total' Unit Air Temp. (F.) 50 .Lab Size Area Date Date Age Load Load Mortar Temp(F) 48 No. (in.) (sq. in) Condition Cast Tested Days (lbs.) (psi.) Time 3:3 0 Q894 2 x 2 x 2 4.00 Good 03/21/2002 03/28/2002 7 4,300 1,080 Q895 2 x 2 x 2 4.00 Good 03/21/2002 04/18/2002 28 8,000 2,000 Q896 2 x 2 x 2 4.00 Good 03/21/2002 04/18/2002 28 8,100 2,030 Of Massachusetts. . . 'The Construction Testing People" Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/21/2002 Report No. 13 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix -GENERAL REMARKS: Inspector-v i •�3s4 tiF. yr 4d Pre miUm`, `+ i"Ge.b4. Tavel"`g '"'. Name ° Time Hours Time P. viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva s i � Of Massachusetts 'The Construction Testing People' " Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/20/2002 Report No. 12 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott ' Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. on site Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type "S" 1800 psi No. Of Sets: 3 SET 1 LOCATION: Wall: Front elevation 12" C.M.U. column line F at 5.4-7.0 3rd-5th course Total Unit Air Temp. (F.) 42 Lab Size Area Date Date Age Load Load Mortar Temp(F) 47 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:30 Q844 2 x 2 x 2 4.00 Good 03/20/2002 03/27/2002 7 4,200 1,050 Q845 2 x 2 x 2 4.00 Good 1 03/20/2002 04/17/2002 28 Q846 1 2 x 2 x 2 4.00 Good 03/20/2002 04/17/2002 28 SET 2 LOCATION: Wall: Front Elevation 12" C.M.U. column line F at 5.4-7.0 6-8th course Total Unit Air Temp. (F.) 42 Lab Size Area Date Date Age Load Load Mortar Temp(F) 48 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 2:00 Q850 2 x 2 x 2 4.00 Good 03/20/2002 03/27/2002 7 3,900 980 Q851 2 x 2 x 2 4.00 Good 03/20/2002 04/17/2002 28 Q852 1 2 x 2 x 2 4.00 Good 03/20/2002 04/17/2002 28 SET 3 LOCATION: Wall: 12" C.M.U. rear elevation column line A at 2-3.6 1st 4 courses Total Unit Air Temp. (F.) 42 Lab Size Area Date Date Age Load Load Mortar Temp(F) 47 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 4:00 Q847 2 x 2 x 2 4.00 Good 03/20/2002 03/27/2002 7 4,100 1,030 Q848 1 2 x 2 x 2 1 4.00 Good 03/20/2002 04/17/2002 28 Q849 2 x 2 x 2 1 4.00 Good 1 03/20/2002 04/17/2002 28 GENERAL REMARKS: Inspector Premium. Travel Name Time Hours Time P. Viscione No ' °• Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report,- Mortar Report Date 0 3/2 0/2 0 0 2 Report No. 12 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store 466 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. on site Mix -REVIEWED BY: Steven"T.,,.Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i - As r Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 03/20/2002 Report No. 6 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 -ALL COMPRESSIVE,STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: -'--3500# Grout No. Of Sets: 1 SET 1 LOCATION: wall: 12" C.M.U. Column Line 7 at B.A-F Top 4 Courses Column Line A at 3.6-5.70 2nd Low Lift Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 43 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 74 Q909 3 x 3 x 6 9.00 Good 03/20/2002 03/27/2002 7 32,000 3,560 Truck No. 56 Q910 3 x 3 x 6 9.00 Good 03/20/2002 04/17/2002 28 Ticket No. 119347 Q911 I 3 x 3 x 6 9.00 Good 03/20/2002 04/17/2002 28 Time 2:30 Q912 1 3 x 3 x 6 .9.00 Good 03/20/2002 04/17/2002 28 GENERAL REMARKS: Inspector Premium Travel Name Time , Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree I cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/20/2002 Report No. 14 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Rain/snow, 38. degrees _TIME: 7 : 00 AM •CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 330L excavator, Cat 950G loader, Hypac VR20 single drum vibratory roller, Zip-It AZ480 asphalt zipper, Bomag Supra heavy plate compactor, Cat 436C backhoe TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of sewer drain lines and structures continued using a Cat 330L excavator to the proposed elevations exposing natural sand deposits. Pulverization of existing bituminous concrete pavement was performed along trench lines using a Zip-It AZ480 asphalt zipper attached to Cat 95OG loader to cut and grind bituminous concrete in place. Upon installation of pipe and structures, sewer pipe was encased in concrete within 10' of water/sewer crossing, then a single lift of excavated materials was placed and bucket compacted by the Cat 330L excavator followed by 476 overlapping , coverages with a Bomag Supra heavy plate compactor to densify placement. Two subsequent lifts of 1211- 181, were placed and,,bucket compacted by back0ragging using a Cat 436C-backhoe and a Cat 950G prior to 4-- 6 overlapping coverages of a Hypac VR20 single drum vibratory roller to densify placement. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name. • , Time Hours _ Time J. Kielty No REVIEWED BY: Chuck Fraser i � Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/20/2002 Report No. 14 Barnstable Building Department Jbb Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street . Hyannis, ' MA 02601 Contractor Kay Construction • ."cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop -Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard J � } _. sue' �' � �.•*•„ - e • Ma ui all LU �.•�. �.�� I �•.,•.�•.r��.. •.��._ .• �riir,�k".'4'.a'.!.;M�... .K. •S'�7i� '3+•1/; a�.A�a.* � � /II:�4•_'.'.! j. owl �:�=!��.��r�---�'--�c� -�� •�� .-rem �� 1►�� J �� - '�/ y� �■ i Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/20/2002 Report No. 61 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Rain/snow, 38 degrees _TIME:, 7 : 00 AM ' CONTACT: Craig Williamson from Kay Conn*tructi.on PURPOSE: Observe earthwork construction EQUIPMENT: Cat 143H grader, 10 & 18 wheel dumps, Cat D4C dozer, Cat 436C backhoe, Hypac C850B single drum vibratory roller, small plate compactor, Bobcat 763 skidsteer, Lull (x2) , Cat CB224C twin drum roller TEST METHOD: ❑X Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Maximum Field Test Percent Dry Dry Percent Elevation No. Moisture Density Density Compaction Location (Feet) 1 8.7 128.9 127.6 99.0 See sketch Bottom of slab 2 9.91 128.9 130.3 *100+ 1 " 3 9.9 128.9 127.4 98.8 1 " OBSERVATIONS: Elevating and grading of building 'IF" slab base course. was performed using a Cat 436C backhoe to place, evenly distribute and depress previously placed sand/gravel base course blended with gravel base material consisting of F-M-C sand and gravel, trace silt, from Lynch Pit in Falmouth, to the proposed elevation at bottom of slab. Compaction to finish grade was performed by a small plate compactor making 4-6 overlapping coverages followed by CB 224C twin drum roller making 4-6 overlapping coverages to densify grade. Elevating and grading of Stop & Shop parking area gravel base course continued using a Cat D4C dozer to evenly distribute and backdrag 8"-12" lifts of offsite gravel base consisting of F-M-C sand and gravel, trace silt from Lynch Pit in Falmouth. Compaction was performed by Hypac C850B single drum vibratory roller making 8-10 overlapping coverages to densify placement. Placement and compaction efforts are ongoing. Three field density tests were performed at previously placed and compacted slab base course in accordance with ASTM D1556 using the sand cone method. Test results exceeded 9S% of the modified I Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report -Report Date 03/20/2002 Report No. 61 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp -proctor ASTM D1557. A field sketch is enclosed for review. These observations were related to Mr. William son prior :to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day+l Hrs OT 1 Hr(s) r REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue " Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard . r APROMATE pproximate limits of UM SEPARATE�70�11� / caMnmcr°I■D) (SEE ub-slab sand gravel csl� NOW o-,e) ......... ase course grading 2-r Pw ', nd compaction '� Z1�N WASTEWATER _ 'r• GAL-eauAu2Anpl IREA, TREATMENT FACL rrY fins. .-., �.JAIK t v,llp stA,ION mOUlal AND E�`M7`� 't'-' vAuT vAo MUM- TRANSFORMERm ,�y I S O grove` a•1 oIR7M�C AND PROWZY weu wAv TANK / as MSTAu &CT 811D AND 00,•ECT TO ue 29 ,e !• } VALVE Oc57.10�1[,t > ry d Nye �ey — J----- --es---s HTDRMTRELOCA f inMa,ue,s J� d BUILDING F• PROPOSED STOP & I j Elevating, grading and 1 SUPERMARKET L / — 1 1 1,1 i , ,1,1,1,,;1 1 ;I;le•��RA�1 � 1 1 1,, 1 1,, , 1 1 aa,¢ ompaction Of parking _ - a fp 1, ,,,, I t 1• area gravel base , _.. ,, nurse continues. CT _ EN CESTEn �� N10 IIiL,MA71p1 6A511 '; to ,'1 . 1' �--- 273CLL,EC..IAf1&-' ' ,;',',;, � 1 ',', srA• ,'1',' Field density test#3 —"Ll.M LONE I 1 _ Elev.: B.O.S. and-gravel base 4'0 111 1 ompaction: 98.8% °Q 25 to 1 3-Or Lm ' I _:�° 24D ES-27 1 1' • ! '�' T lw M. X00 • TRANSFORM PAD ====z Z�S�. :. I I=- -- Field density test#1 Field density test#2 E 'r �' j ° ne w ( I ss s c�3 pw Elev.: B.O.S. -' Elev.: B.O.S. ,�_ _ :aw �-' -+ :;;' p� V , ■ �. and-gravel base and-gravel baser___ ° om action: luu+% --compaction: 99/o P Onto _ _ S \ ' I---------t ------ v t \ I $4 /2 \ JW �1 :xm I t-s�.)o I I .aw Fia eo'•n "g W.rr I �'� >, EVE 1. i RESERVE I0111ING AREA q 4.e1e0 .00 i LEACHING AREA a, Jd1 ' Ira— IF at r • I.ea .aa 2 , ' Q nA Fre-67.7 .aw 122 0'x'r TEE SETBACK a :- IrCV • UTS PROJECT 5RichardsonLane JOBNAME: St p & Shop Cotuit Landing DRAWN BY: John Kielty FIELD SKETCH WEST Stoneham,MA 02180 DATE: 03-20-2002 - — ` Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 03/20/2002 Report No. 12 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 WEATHER: 42 degrees, Cloudy/Cool .TIME: 10 : 30AM CONTACT: Craig Williamson Super of Kay Construction. SUMMARY: The masonry work was performed at the front, right and rear elevations. At the front elevation column line F at 5.4-7.0 a 12" C.M.U. was placed from the 3rd-8th course. Flashing and weep slots were in place, Control joints were continued with rapid P.V.C. control joints T's placed as specified. Ladur type dur-o-wall was placed 16" on center, as well as masonry ties at the columns which were coated with Karnak 100 and wrapped with styrofoam. All vertical reinforcements were in place. At the rear elevation at column line A at 2-3.6, the first 4 courses were laid out and placed. Two door frames were set in place and plumbed level at the receiving area. All # 7 reinforcing steel bars were in place secured to the foundation wall as required. The first course was placed and grouted solid. Flashing was then placed throughout. Weep slots were provided 4' on center. The next 3 courses were then placed. Masonry ties were welded on each side of the pour frames 2' on center. The jams were filled with mortar as the C.M.U. placement progressed. Type "S" 1800 PSI mortar with hydrocide powder added to each batch was mixed on site. Cape Cod Ready Mix arrived with 6 yards of 3500 PSI grout; mixed to a slump of 911, the top 4 courses at column line 7 at B.A-F and the 2nd lift of 12" C.M.U. at column line A at 3.6-5.7 were grouted. All vertically reinforced cells were grouted. The bond beams were grouted solid. The grout was rodded to achieve full penetration. Samples of the mortar and grout were taken to the lab for testing. These observations were related to Craig Williamson prior to departure. GENERAL REMARKS: Inspector -Premium Travel s Name Time Hours _ Time. P. Viscione No Max Day 1 Hr(s) REVIEWED BY: William P. Crabtree / �Q WT v ° Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 03/20/2002 Report No. 12 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp ` Hyannis, MA, 02601. CC: Stop,& Shop ,Supermarket Co" Attn: Dan Donahue w. Stop & •Shop Supermarket Co Attn: Arthur Joubert ~-Kay Construction Corp. Attn: Michael Collentror Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva . 4 � Of Massachusetts. -The Construction Testing Ffpaple' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 03/20/2002 Report No. 6 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500# Grout . ; . I No. Of Sets: 1 SET 1 LOCATION: wall: 12" C.M.U. Column Line 7 at B.A-F Top 4 Courses Column Line A at 3.6-5.70 2nd Low Lift Total Unit. Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 43 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) ,,(psi.) Grout Temp(F.) 74 Q909 3 x 3 x 6 9.00 Good 03/20/2002 03/27/2002 7 32,000 3,560 Truck No. 56 Q910 3 x 3 x 6 9.00 Good 03/20/2002 04/17/2002 28 43,000 4,780 19347 Ticket No. Q911 3 x 3 x 6 9.00 Good 03/20/2002 04/17/2002 28 45,000 5,000 Time 2:30 Q912 3 x 3 x 6 9.00 Good 03/20/2002 04/17/2002 28 46,000 5,110 GENERAL REMARKS: Inspector. Premium Travel Name Time' Hours Time e P. Viscione No REVIEWED BY: Steven T. Crabtree Cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva I Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/20/2002 Report No. 12 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete CO. On Site Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type "S" 1800 psi No. Of Sets: . 3 SET 1 LOCATION: Wall: Front elevation 12" C.M.U. column line F at 5.4-7.0 3rd-5th course Total Unit Air Temp.(F.) 42 Lab Size Area Date Date Age Load Load Mortar Temp(F) 47 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:30 Q844 2 x 2 x 2 4.00 Good 03/20/2002 03/27/2002 7 4,200 1,050 Q845 2 x 2 x 2 4.00 Good 1 03/20/2002 1 04/17/2002 1 28 7,300 1,830 Q846 2 x 2 x 2 4.00 Good 03/20/2002 1 04/17/2002 28 7,500 1,880 SET 2 LOCATION: Wall: Front Elevation 12" C.M.U. column line F at 5.4-7.0 6-8th course Total Unit Air Temp. (F.) 42 Lab Size Area Date Date Age . Load Load Mortar Temp(F) 48 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 2:00 Q850 2 x 2 x 2 4.00 Good 03/20/2002 03/27/2002 7 3,900 980 Q851 2 x 2 x 2 4.00 Good 03/20/2002 04/17/2002 28 7,300 1,830 Q852 2 x 2 x 2 4.00 Good 03/20/2002 04/17/2002 28 7,500 1,880 SET 3 LOCATION: Wall: 12 C.M.U.- rear elevation column line A at 2-3.6 ist 4 courses Total Unit Air Temp. (F.) 42 Lab Size Area Date Date Age Load Load Mortar Temp(F) 47 No. (in.) (sq. in.) Condition Cast - Tested Days (lbs.) (psi.) Time 4:00 Q847 2 x 2 x 2 4.00 Good 03/20/2002 03/27/2002 7 4,100 1,030 Q848 2 x 2 x 2 4.00 Good 03/20/2002 04/17/2002 28 7,400 1 1,850 4899 2 x 2 x 2 4.00 Good 03/20/2002 04/17/2002 1 28 1 7,600 1 1,900 GENERAL REMARKS: Inspector Premium Travel Name Time Hour's Time P. Viscione No i " O M-assachusett=s. 'The. Construction Testing P-I'e' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 0 3/2 0/2 0 0 2 Report No. 12 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA Y 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 ., Concrete CO. On Site Mix 'REVIEWED BY:'` Steven.T _ Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva I Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/19/2002 Report No. 11 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Mixed on site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 psi No. Of Sets: 4 SET 1 LOCATION: 12" C.M.U. rear elevation column line A 3.6 to 4.5, 8th to 12th course. Total Unit Air Temp. (F.) 43 Lab Size Area Date Date Age Load Load Mortar Temp(F) 47 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 8:30 Q853 2 x 2 x 2 4.00 Good 03/19/2002 03/26/2002 7 4,100 1,030 Q854 2 x 2 x 2 4.00 Good 1 03/19/2002 04/16/2002 1 28 Q855 1 2 x 2 x 2 4.00 Good 03/19/2002 04/16/2002 28 SET 2 LOCATION: 12" C.M.U. rear elevation column line A 3.6 to 4.5, 13th to 17th course. Total Unit Air Temp.(F.) 149 Lab Size Area Date Date Age Load Load Mortar Temp(F)1 49 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:30 Q856 2 x 2 x 2 4.00 Good 03/19/2002 03/26/2002 7 3,900 980 Q857 2 x 2 x 2 4.00 Good 03/19/2002 04/16/2002 28 Q858 2 x 2 x 2 4.00 Good 03/19/2002 04/16/2002 28 SET 3 LOCATION: 12" C.M.U. rear elevation column line A 4.5 to 5.70, 8th to 12th course. �' i' •"'` I'Total Unit Air Temp. (F.) 53 Lab Size Area Date Date Age Load Load Mortar Temp(F) .55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 2:00 Q925 2 x 2 x 2 4.00 Good 03/19/2002 03/26/2002 7 4,400 1,100 Q926 2 x 2 x 2 4.00 Good 03/19/2002 04/16/2002 28 Q927 2 x 2 x 2 4.00 Good 03/19/2002 04/16/2002 1 28 SET 4 LOCATION: 12" C.M.U. rear elevation column line A 4.5 to 5.70, 13th to 17th course. Total Unit Air Temp. (F.) 41 Lab Size Area Date Date Age Load Load Mortar Temp(F) 43 No. (in.) (sq. in.) . Condition Cast Tested Days (lbs.) (psi.) Time Q859 2 x 2 x 2 4.00 Good 03/19/2002 03/26/2002 7 4,300 1,080 Q860 2 x 2 x 2 4.00 Good 03/19/2002 04/16/2002 28 Q861 1 2 x 2 x 2 4.00 Good 1 03/19/2002 04/16/2002 1 I r d Of Massachusetts 'The Construction Testing People' ' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/19/2002 Report No. 11 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Mixed on site ,—GENERAL REMARKS: r;. v t y �: - h a - Inspector Viemium' ..Hi Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue '• Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva I r Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/19/2002 Report No. 11 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Mixed on site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 %ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 psi No. Of Sets: 4 SET 1 LOCATION: 12" C.M.U. rear elevation column line A 3.6 to 4.5, 8th to 12th course. Total Unit Air Temp.(F.) 43 Lab Size Area Date Date Age Load Load Mortar Temp(F) 47 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Time 8:3 0 Q853 2 x 2 x 2 4.00 Good 03/19/2002 03/26/2002 7 4,100 1,030 Q854 2 x 2 x 2 4.00 Good 1 03/19/2002 1 04/16/2002 28 1 10,200 2,550 Q855 1 2 x 2 x 2 4.00 Good 03/19/2002 1 04/16/20021 28 1 10,400 1 2,600 SET 2 LOCATION: 12" C.M.U. rear elevation column line A 3.6 to 4.5, 13th to 17th course. Total Unit Air Temp.(F.) 49 Lab Size Area bate Date .i Age Load Load Mortar Temp(F) 49 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:30 Q856 2 x 2 x 2 4.00 Good 03/19/2002 03/26/2002 7 3,900 980 Q857 2 x 2 x 2 4.00 Good 1 03/19/2002 04/16/2002 28 10,000 2,500 Q858 1 2 x 2 x 2 4.00 Good 03/19/2002 04/16/2002 28 10,200 2,550 • SET 3 LOCATION: 12" C.M.U. rear elevation column line A 4.5 to 5.70, 8th to 12th course. Total Unit Air Temp.(F.) 53 Lab Size Area Date Date Age. Load Load Mortar Temp(F) 55 No. (in.) (sq., in.) Condition Cast Tested Days (lbs.) (psi.) Time 2:00 Q925 2 x 2 x 2 4.00 Good 03/19/2002 03/26/2002 7 4,400 1,100 Q926 1 2 x 2 x 2 4.00 1 Good 1 03/19/2002 04/16/2002 28 9,900 2,480 Q927 1 2 x 2 x 2 4.00 Good 03/19/2002 04/16/2002 28 1 10,000 1 2,500 SET 4 LOCATION: 12" C.M.U. rear elevation column line A 4.5 to 5.70, 13th to 17th course. Total Unit Air Temp. (F.) 41 Lab Size Area Date Date Age Load Load Mortar Temp(F) 43 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Time Q859 2 x 2 x 2 4.00 Good 03/19/2002 03/26/2002 7 4,300 1,080 Q860 2 x 2 x 2 4.00 Good 03/19/2002 04/16/2002 28 10,400 2,600 4861 1 2 x 2 x 2 4.00 Good 03/19/2002 04/16/2002 28 1 10,500 2,630 � Of Kassachusetts: 'The Construction Testing P:e'a'p,e' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 0 3/19/2 0 0 2 Report No. 11 Barnstable Building Department 'Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Mixed on site -GENERAL REMARKS: Inspector ° Premium` 1 Travel Name, Time Hours •; , Time , P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva . i j Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 03/19/2002 Report No. 11 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project - Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 WEATHER: 43 degrees .TIME: 6 : 30 A.M. " CONTACT: Craig-Williamson of IZay Construction SUMMARY: At the rear elevation at column line A from 3.60 to 5.70, 12" C.M.U. was placed from the 8th course to the first course to the 17th. The 17th course was a bond beam at elevation 1018" . The first low lift had previously been grouted. #7 reinforcing steel bars were properly in place 32" on center, one on each side of the control joints and door frame. The sprinkler housing was set in place and plumbed level. Ladur type dur-o-wall was placed 16" on center. All control joints were continued with rapid P.V.C. control joint T's placed inside the expansion area. As the placement progressed, the door frame jams were filled with mortar. The jams also had masonry ties 2' on center and were tied in. The columns were coated with Karnak 100 covered with styrofoam, and masonry ties were placed 16" on center. Type S 1800 psi mortar was mixed on with clean sand and municipal water. Hydrocide powder was added to each batch mixed. #7 reinforcing steel bars were placed, aligned, and lapped 411 . Double #6 reinforcing steel bars were placed in the bond beam. These observations were related to Mr. Williamson prior to departure. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No Max Day+1 Hrs OT 1 Hr(s) REVIEWED BY: William P. Crabtree i ° Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax). Masonry Field Report Report Date 03/19/2002 Report No. 11 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 Cotuit, MA 200 Main Street Contractor Kay Construction Corp ' Hyannis, MA 02601 cc: .Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 03/18/2002 Report No. 41 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete CO. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000'# 314" No. Of Sets: 1 1 CUBIC YARDS: 10 SET 1LOCATION: Slab On Grade Column Line Building "F" Northwest Dock Leveler Slab Total Unit Slump(in.) 5 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 33 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 62 Q485 6 x 12 28.27 Good 03/18/2002 03/25/2002 7 73,000 2,580 2 Truck No. 62 Q486 6 x 12 28.27 Good 03/18/2002 04/15/2002 28 140,000 4,950 3 Ticket No. 19299 Q487 6 x 12 28.27 Good 03/18/2002 04/15/2002 28 142,000 5,020 1 Time 10:20 Q488 1 6 x 12 28.27 Good 03/18/2002 04/15/2002 28 135,000 4,780 2 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel . Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES � f (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar Cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & .Shop Supermarket Co Attn: Arthur Joubert ` Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready.Mix, Inc.. - Attn: Jay Pleva " Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/18/2002 Report No. 10 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Nix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S° -18 0 0 PSI No. Of Sets: 4 SET 1 LOCATION: Wall: 12" C.M.U. Rear Elevation Column Line A at 4.25-5.70, 1st 4 Courses. Total Unit Air Temp. (F.) 40 Lab Size Area Date Date Age Load Load Mortar Temp(F) 45 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 Q188 2 x 2 x 2 4.00 Good 03/18/2002 03/25/2002 7 4,600 1,150 Q189 1 2 x 2 x 2 4.00 1 Good 03/18/2002 04/15/2002 1 28 1 9,500 2,380 Q190 1 2 x 2 x 2 4.00 Good 1 03/18/2002 04/15/2002 1 28 1 9,600 2,400 SET 2 LOCATION: Wall: Rear Elevation Column Line A at 4.25-5.70, 5th-8th Course. Total Unit Air Temp. (F.) 40 Lab Size Area Date Date Age Load Load Mortar Temp(F) 48 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:30 Q197 2 x 2 x 2 4.00 Good 03/18/2002 03/25/2002 7 4,000 1,000 Q198 2 x 2 x 2 4.00 Good 03/18/2002 04/15/2002 28 8,600 2,150 Q199 2 x 2 x 2 4.00 Good 03/18/2002 04/15/2002 28 8,800 2,200 SET 3 LOCATION: Wall: Front Elevation 12: C.M.U. Column Line F at 5.4-7.0, 1st 2 Courses. Total Unit Air Temp. (F.) 41 Lab Size Area Date Date Age Load Load Mortar Temp(F) 47 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 2:00 Q194 2 x 2 x 2 4.00 Good 03/18/2002 03/25/2002 7 4,100 1,030 Q195 2 x 2 x 2 4.00 Good 03/18/2002 04/15/2002 28 8,900 2,230 Q196 1 2 x 2 x 2 4.00 Good 03/18/2002 1 04/15/2002 28 1 9,000 2,250 SET 4 LOCATION: Wall: Right Elevation 12" C.M.U. Column Line 7 at B.A-F, Top 4 Courses. Total Unit Air Temp.(F.) 41 Lab 'Size Area Date Date Age Load Load Mortar Temp(F) 48 No. (in.) (sq.,in.) Condition Cast Tested Days (Ibs:) (psi.) Time 3:30 Q191 2 x 2 x 2 4.00 Good 03/18/2002 03/25/2002 7 4,300 1,080 Q192 1 2 x 2 x 2 4.00 1 Good 1 03/18/2002 1 04/15/2002 1 28 9,100 1 2,280 Q193 1 2 x 2 x 2 4.00 Good 03/18/2002 1 04/15/2002 28 9,300 1 2,330 Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/1 s/2 0 02 Report-No. 10 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Nix i -GENERAL REMARKS: Inspector Premium Travel Name Time Hours,- Time. P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell. Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva � Of Massachusetts 'The Construction Testing People Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 03/18/2002 Report No. 7 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp 'Hyanni s MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASSGROUT: 3500# Grout No. Of Sets: 1 SET 1 LOCATION: Wall: 12" C.M.U. rear elevation column line A at 4.25-5.70 1st low lift and column line A at 5.7-7.0 4th low lift Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 40 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 70 Q831 3 x 3 x 6 9.00 Good 03/18/2002 03/25/2002 7 30,000 3,330 Truck No. 63 Q832 3 x 3 x 6 1 9.00 1 Good 1 03/18/2002 1 04/15/2002 1 28 1 44,000 1 4,890 Ticket No. 119343 Q833 3 x 3 x 6 9.00 Good 03/18/2002 04/15/2002 28 '45,000 5,000 Time 1:00 Q834 3 x 3 x 6 9.00 Good 03/18/2002 04/15/2002 28 46,000 5,110 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i E �{ Of Massachusetts 'The Construction TestingPeople' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 03/18/2002 Report No. 9 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp , :,Hyannis, MA 02601 WEATHER: Snow, 30 degrees TIME: 6: 30 A.M. CONTACT: Craig Williamson of Kay Construction SUMMARY: Masonry work started at the rear elevation. At column line A, 3.6 to 5.70, 12" C.M.U. was brought up to the 8th course. A door frame was set in place and plumbed level. After placing the first course, it was grouted solid. Flashing was placed throughout and weep slots were provided at 32" on center. Control joints were placed with rapid PVC control joint T's placed inside the expansion area. #7 reinforcing steel bars were secured to the slab 32" on center. The door jambs were filled with mortar as the masonry progressed.The columns were coated with Karnak 100 and wrapped with styrof cam. Ladur type dur-o- wall was placed 16" on center. Type S mortar was mixed on site with-clean sand and municipal water. Cape Cod Ready Mix arrived at the site with 7 yards of 3500-psi grout. The grout was, thinned to a slump of 9" . The 4th low lift of 12" C.M.U. at column line A, 5.70 to 7.0 and the first low lift of 12" C.M.U. at column line A were grouted. All vertical reinforced cells were grouted. The bond beams were grouted solid. The grout was rodded to achieve full penetration at the front elevation at column line F at 5.4 to 7.0. The first two courses of C.M.U. were placed the first course was grouted solid. Flashing and weep slots were placed as required. At the right elevation column line 7, B.7 to F, the top 4 courses of C.M.U. were placed. All materials and placement was in compliance with the project specifications. Type S mortar was mixed on site with hydrocide power added to each batch mixed. Samples of the mortar and grout were taken for lab testing. These observations were related to Mr. Williamson prior to departure. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No Max Day+1 Hrs OT 1 Hr(s) i ° Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 0 3/18/2 0 02 Report No. 9 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, , MA 02601 REVIEWED BY: ' William P. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva l _ i U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 STEEL INSPECTION REPORT DATE 03/18/02 5 Barnstable Building Department Job No. UTS 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotu 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 ..Contacts : Bob Cunningham of Kay Construction A visit was made to the above referenced project for the purpose of per- forming a visual inspection of the metal roof deck installation within lines 1 to 7, A to F on the roof framing of the structure. This inspec- tion consisted of the following activities and observations : Roof Framing ------------ 1 . Metal deck installation was found complete and acceptable within lines 4 . 5 to 7 . The specified spacing of fasteners at the supports and intermediate sidelap fastening was found to be in accordance with the approved structural drawings . 2 . Due to inclement weather, no activity on the roof deck was observed. 3 . These observations were related to Mr. Cunningham of Kay Construc- tion prior to departure. INSPECTOR: S . Alikonis-Min day plus U T S OF MASSACHUSETTS, INC. 1 hour travel AWS-CWI #93100151 Reviewed By: William P. Crabtree / '�� Of Massachusetts r 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 03/1 s/2 0 02 to Report No. 31 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 . CONTACT: Craig Williamson of Kay Construction '.TIME OF INSPECTION: 9 : 00 AM TIME OF CONCRETE-.PLACEMENT:__10 : oo :AM_ - - Immediately prior to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints, some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: Building 'IF" northwest dock leveller slab VERIFY: REVIEWED ATTRIBUTES Yes No Coverage x Clearance x Cleanliness (heavy rust,scale, mud,dirt,oil,etc. not permitted) x Bar Supports x Tying x GENERAL REMARKS: Inspector Premium y Travel Name Time Hours Time J. Kielty No REVIEWED BY: William P. Crabtree i cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve.Chouinard i Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 03/18/2002 Report No. 7 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA .200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix AL'L FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 -C-1064 C-143 ALL COMPRESSIVE STRENGTH TESTS DONE'ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500# Grout No. Of Sets: 1 SET 1 LOCATION: Wall: 12" C.M.U. rear elevation column line A at 4.25-5.70 1st low lift and column line A at 5.7-7.0 4th low lift Total Unit Slump(in.) 9 Lab Size Area Date . Date Age Load Load Air Temp(F.) 40 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) . Grout Temp(F.) 70 Q831 3 x 3 x 6 9.00 Good 03/18/2002 03/25/2002 7 30,000 3,330 Truck No. 63 Q832 3 x 3 x 6 9.00 Good 1 03/18/2002 04/15/2002 28 1 1 19343 Ticket No. Q833 3 x 3 x 6 1 9.00 Good 03/18/2002 04/15/2002 28 Time 1:o0 Q834 3.x 3 x 6 9.00 Good 03/18/2002 04/15/2002 28 GENERAL REMARKS: Inspector Premium Travel a. Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 0 3/15/2 0 0 2 Report No. 11 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Partly.sunny, 52 degrees .TIME: 7 : 00 AM CONTACT:.Bob Cunningham from-Kay--Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 3301 excavator, Cat 950G loader, Hypac VR-20 single drum vibratory roller TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of drain pipe and structures was performed at rear of retail Buildings "A" and 11H" using a Cat 330L excavator to the proposed elevations exposing natural sand deposits and granular fill, consisting of F-M sand and gravel, little silt. An abandoned existing utility duct bank and concrete encasement was encountered at location of DMH-34 installation. Concrete and conduit was segregated and stockpiled for future offsite disposal. Upon installation of drain pipe and structures, a single lift of excavated materials, consisting of F-M-C sand, little gravel, little silt, was placed and bucket compacted using Cat 330L excavator. A subsequent lift of 12"-18" was placed and bucket compacted by backdragging,. using a Cat 950G loader prior to 4-6 overlapping coverages with Hypac VR-20 single drum vibratory roller to densify placement. Note: No unsuitable materials were encountered at bottom of DMH-34 excavation. This appears to indicate that this location would delineate the western boundaries of unsuitable materials encountered during the excavation and installation of leaching chambers. Remaining unsuitables would be located within landscape areas. See UTS soil report "Stop & Shop Cotuit Landing Retail "A", dated 2/15/02 for more information. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name. Time Hours Time J. Kielty No i Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/15/2002 Report No. 11 ' Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction ..REVIEWED BY: , ,Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard E r i See Field Sketch We 21 a ;; MAINTAIN AM PROTEC 1 33 EXISTING SCRACES STATION•NITH PUMPS 20 PROTECT VQSTIIWG QREASE TRAP 7 A� MAINTAIN AND PROTECT 4noa YDRANT 35 as WSTALL Ir-43.wo AND CONNECT TO EXISTWC KATER UNE -aVIOVE&RELOCATE REI.QCATE 2rw OAS M! HYDRANT wo 4 .4 TI "A/w/� L 'j, I RECONNECT '@ER CCWECTO�4 PROTECT Excavation and LOCO' installation of drain pipe & structures =w N 0 0"TO 9W--3L A, RETAL A--MAJPffAIM AND PRO?ECT /j 00!�AID. AND COHN, OF 2410 TO LOWER-A4 NECESSARY 24'D LAC 12'12' 01. .97A 2 X - Uj 2 14 PROM T 60'.72. S I A AND •1-1 AREA 12 RESUM -yp.) RV- I. AREA STAII INS TO 44.UG K BE (TYP) 4 C- N- ED)IIS71HO COMMEC710H AND PFIO1 A Ir- AT -—-—-—-—----G'S--—-—- -—-—-- r FlErAL 8'1 QNTAw MI NO 0 FIFE 57.7. • 40 FRO .7 .. ............... + FETAL C ...... ....... E)Os AID rmG ............... See Field Sketch 5 Richardson Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John KieltyFIELD SKETCH EAST UTS Stoneham,MA 02180 PROJECT NO: DATE: 03-15-2002 --—---------- i-s ;z ° Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/15/2002 Report No. 10 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Partly sunny, 52 degrees ,TIME:, 7 : 00 AM CONTACT: Bob Cunningham fromKay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat M318 excavator, 10 wheel dumps, ASV 4810 tracked skid-steer, Bomag Supra heavy plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of utility duct banks continued at retail entrance and south side of retail building "B", using a Cat M318 excavator to the proposed elevation at bottom of trench exposing natural sand deposit, which received a smooth bucket finish to densify any disturbed soils. Placement of 4000 PSI concrete encasement of installed duct bank conduit continued. Backfilling over concrete was performed using Cat M318 excavator to place and bucket compact previously excavated materials, followed by distribution and depressing of placement using an ASV 4810 tracked skid-steel followed by 6-8 overlapping coverages with the Bomag Supra heavy plate compactor to densify cold patch placement at parking entrance to permit vehicular traffic. A portion of topsoil excavated from duct bank trenching was segreated and transported to southwest landscape area of Building "F,, for re-use as common ordinary fill (see "Stop & Shop Cotuit Landing" report dated 3/15/02) . A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time . . Hours Time'.. J. Kielty No REVIEWED BY: Chuck Fraser 6 Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/15/2002 Report No. 10 . Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyanni"s, MA 02601 Contractor Kay Construction cc. Stop & Shop Supermarket . Attn: Dan Donahue Stop:&"Shop Supermarket Attn: Arthur,Joubert Kay Construction Corporation _ Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. . Attn: Steve Chouinard r f f, t , 0 1 Ld REMOVE EXISTING 10'PLUG AND 12'XB'XI2' TEE M CONNECT EXSTING 10' WATER 2 12- GV UAIN TO NEW 12- WATER MAIN a C) I 2X1 0'INCREASER < I - 12' CV ON CENTERVILLE-OSTER)ALLE SIDE REMOVE COSTING Ir PLUG AND CONNECT COSTING ar WATER MAIN TO NEW 12- WATER MAIN 13 LZ A,I Cte 2 Ir QV aH NSTAR NE-17B MH 6591070 _Tj LLJ 4- — Backfi illing and grading of utility duct bank < Backfilling of utilityConcrete continues. duct bank continues. encasement and backfilling of utility duct bank. to IIA ME 67.7. 24 ryr 23 #AR, -450 .......... FETAL C AT&T MH FETAL ....... ------ UAKIM 4-_' Oka. 4 7TWT 7TWFI Excavation and -— — — — —installation of As utility duct bank. FLOW Concrete S encasement begins. APPROXIMATE LIMIT OF -=, = S' TO BE PERFORMED.UN A SEPARATE OFF—Sn't IMPROVE)AENTS CONTRACT NSTAR NE-17B ly MH 659/010 IN h: S 0 40 so SCALE IN FEET UTS5 Richardson Lane Stoneham,MA 02180 JOB NAME: Stop & Shop Rte28 Improvements DRAWN BY: John Kielty FIELD SKETCH PROJECT NO: DATE: 03-15-2002 Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 03/15/2002 Report No. 10 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 WEATHER: Cloudy, 50 ' s TIME: 6 : 30 AM CONTACT: Craig Williamson of Kay Construction SUMMARY: The writer arrived at the above project site to perform a masonry inspection. The following was \\ observed: The process of placing and grouting 12" C.M.U. walls continued at the right and rear elevation. At the rear elevation column line A5.7-7.0, 12" C.M.U. was placed from the 26th course to the 33rd course. The 33rd course was the second bond beam. All control joints previously started and placed properly were continued. All vertical and horizontal reinforcement including ladur type Dor-o- wall was installed and adequately lapped as specified. Masonry ties were placed 16" on center on each side of the columns which were coated with Karnak 100 and wrapped with styrofoam. Cape Cod Ready Mix arrived at the site with eight yards of 3500 psi grout. The grout was thinned to a slump of 911 . The 4th low lift of 12" C.M.U. at column line 7 B.A to F was grouted. All vertically reinforced cells were grouted. The bond beams were grouted solid. A sample of the grout was taken to fabricate one set of 3"x3"x6" prisms for lab testing. At the right elevation, starting at 22' beyond column line 7 to B.A at the receiving area, C.M.U. was placed from the 18th-23rd course. Eight beam pockets were provided for the plates which were set in place. Type S mortar was mixed onsite with clean sand and municipal water. Hydrocide powder was added to each batch mixed. Random samples were taken throughout the day to fabricate 2"x2"x2" mortar cubes for testing. These observations were related to Mr. Williamson prior to departure. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. viscione No Max Day+1 Hrs OT 1 Hr(s) REVIEWED BY: William P. Crabtree _n f °• Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 03/15/2002 Report No. 10 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, . MA 02601 �\'•cC: Stop., & Shop Supermarket Co Attn: Dan Donahue ' Stop&•Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i Of Massachusetts 'The Construction Testing People' �� a ' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/15/2002 Report No. 9 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, .MA 02601 Concrete Co. onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR:,Type "S" 1800 PSI ' I No. Of Sets: 4 SET 1 LOCATION: Wall: 12" C.M.U. Rear Elevation Column Line A at 5.7-7.0, 26th-29th Course. Total Unit Air Temp.(F.) 50 Lab Size Area Date Date Age Load Load Mortar Temp(F) 47 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 Q176 2 x 2 x 2 4.00 Good 03/15/2002 03/22/2002 7 5,500 1,380 Q177 2 x 2 x 2 4.00 Good 03/15/2002 04/12/2002 28 Q178 2 x 2 x 2 4.00 Good 03/15/2002 04/12/2002 28 SET 2 LOCATION: Wall: 12" C.M.U. Rear Elevation Column Line A at 5.7-7.0, 30th-33rd Course. Total . Unit Air Temp. (F.) 55 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 12:00 Q185 2 x 2 x 2 4.00 Good 03/15/2002 03/22/2002 7 5,100 1,280 Q186 2 x 2 x 2 1 4.00 1 Good 03/15/2002 04/12/2002 28 Q187 2 x 2 x 2 1 4.001 Good 03/15/2002 09/12/2002 28 SET 3 LOCATION: Wall: Right Elevation Starting At 22' Beyond Column Line 7 at B.4, 18th-20th Course. Total Unit Air Temp. (F.) 52 ko. Size Area Date Date, kAge Load Load Mortar Temp(F) 48 (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Time 2:00 2 x 2 x 2 4.00 Good 03/15/2002 03/22/2002 7 5,200 1,300 2 x 2 x 2 4.00 Good 03/15/2002 04/12/2002 28•2 x 2 x 2 4.00 Good 1 03/15/2002 04/1'2/2002 1 28 SET 4 LOCATION: Wall: Right Elevation Starting At 22' Beyond Column Line 7 at B.4, 21st-23rd Course. Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/15/2002 Report No. 9 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix Total Unit Air Temp.(F.) 53 Lab. Size y,1, . Area - c _Date r :afDate,, Age a Load a Load; Mortar-Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Time 3:30 Q119 2 x 2 x 2 4.00 Good 03/15/2002 03/22/2002 7 5,300 1,330 Q180 2 x 2 x 2 4.00 Good 03/15/2002 1 04/12/2002 28 Q181 2 x 2 x 2 4.00 Good 03/15/2002 04/12/2002 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours_ Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro • Landry Architects Attn: Dave Campbell Vanasse Hangeu 3rustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva a ° Of Massachusetts. -The Construction Testing People" Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout - Report Date 03/15/2002 Report No. 4 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500# Grout No. Of Sets: 1 SET 1 LOCATION: wall: 12" C.M.U. Right Elevation Column Line 7 at B.A-F, 4th Low Lift to 33rd COurse. Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 72 Q210 3 x 3 x 6 9.00 Good 03/15/2002 03/22/2002 7 23,000 2,560 Truck No. 63 Q211 1 3 x 3 x 6 9.00 1 Good 1 03/15/2002 1 04/12/2002 28 - Ticket No. [H2 273 Q212 3 x 3 x 6 9.00 Good 03/15/2002 04/12/2002 28 Time .00 Q213 1 3 x 3 x 6 9.00 Good 03/15/2002 04/12/2002 28 GENERAL REMARKS: Inspector Premium' . Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i o Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 03/14/2002 Report No. 40 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS-CONCRETE: 3500# 3/4 -* - No. Of Sets: 2 CUBIC YARDS: 77 SET 1 LOCATION: Slab: Front mez.zaninine column line F.5 at 4 Total Unit Slump(in.) 4 1/4" Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 51 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 78 P980 6 x 12 28.27 Good 03/14/2002 03/21/2002 7 90,000 3,180 3 Truck No. 68 P981 6 x 12 28.27 Good 03/14/2002 04/11/2002 28 Ticket No. 19247 P982 6 x 12 28.27 Good 03/14/2002 04/11/2002 28 Time 8:15 P983 1 6 x 12 28.27 Good 03/14/2002 04/11/2002 28 Unit Wt Ibs/cu ft Air Content(% SET 2 LOCATION: - Slab: Rear mezzanine column line A.5 at 2.5 Total' Unit Slump(in.) 4 1/211 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 55 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 70 P976 6 x 12 28.27 Good 03/14/2002 03/21/2002 7 95,000 3,360 4 Truck No. 56 P977 6 x 12 28.27 Good 03/14/2002 04/11/2002 28 Ticket No. 19251 P978 6 x 12 28.27 Good 03/14/2002 04/11/2002 28 Time 9:45 P979 6 x 12 28.27 Good 03/14/2002 04/11/2002 28 _ Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: 1% Polarset, Pump Inspector Premium Travel Name Time Hours Time B. O'Leary No Max Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar Of Massachusetts -The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 0 3/14/2 0 0 2 Report No. 40 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store 466 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix r ' Stop•'& Shop Supermarket Co Attn: Dan Donahue Stop,& Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva • Of Massachusetts 'The Construction Testing People' Page 3 5 Richardson Lane, Stoneham,'MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 0 3/14/2 0 02 Report No. 40 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT �TotalPour: '' Slab front and rear mezzanine column line F.5 at 4, A.5 at 2.5 i Method of Placement: 0 Pump []Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑Vibrator ❑X Other Other: Gas Screed Cylinder Fabrication Location: 0 Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑X Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: [-]Thermal Blankets ❑X Heat ❑ None ❑ Other Heat under deck Slump Specification (in.) 3 1/2 +/- 111 Number of slumps out of specification reported to If rejected Approved by Craig Williamson Remarks: 4 Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/14/2002 Report No. 8 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 . Concrete Co. onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type 'IS" 1.800 PSI I No. Of Sets: 4 SET 1 LOCATION: wall: 1211 C.M.U. Right Elevation Column Line 7 at D-F, 24th-30th Course. Total Unit Air Temp. (F.) 45 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 P733 2 x 2 x 2 4.00 Good 03/14/2002 03/21/2002 7 6,200 1,550 P734 2 x 2 x 2 4.00 Good 03/14/2002 04/11/2002 28 P735 2 x 2 x 2 4.00 Good 03/14/2002 04/11/2002 28 SET 2 LOCATION: wall: 12" C.M.U. Right Elevation Column Line 7 at B.A-D, 24th-30th Course. Total Unit Air Temp. (F.) 56 Lab Size Area Date Date Age Load Load Mortar Temp(F) 56 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:00 P778 2 x 2 x 2 4.00 Good 03/14/2002 03/21/2002 7 5,200 1,300 P779 2 x 2 x 2 1 4.00 1 Good 1 03/14/2002 04/11/2002 1 28 P780 1 2 x 2 x 2 4.00 Good 1 03/14/2002 04/11/2002 1 28 SET 3 LOCATION: wall: 12" C.M.U. Right Elevation Column Line 7 at D-F, 31st-36th Course. Total Unit Air Temp. (F.) 65 Lab Size Area Date Date Age Load Load Mortar Temp(F) 60 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 2:00 P781 2 x 2 x 2 4.00 Good 03/14/2002 03/21/2002 7 5,100 1,280 ffi 2 x 2 x 2 4.00 Good 03/14/2002 04/11/2002 28 2 x 2 x 2 4.00 Good 03/14/2002 04/11/2002 1 28 SET 4 LOCATION: wall: 12" C.M.U. Right Elevation Column Line 7 at B.A-D, 31st-36th Course. Total Unit Air Temp. (F.) 64 Lab Size Area Date Date Age Load Load Mortar Temp(F) 60 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:30 P754 2 x 2 x 2 4.00 Good 03/14/2002 03/21/2002 7 6,400 1,600 P755 2 x 2 x 2 4.00 Good 03/14/2002 04/11/2002 28 P756 2 x 2 x 2 4.00 Good 03/14/2002 04/11/2002 28 Of Massachusetts 'The Construction Testing` People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/14/2 0 02 Report No. 8 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & shop store #66 - Cotuit, MA , 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix 9 r= -;GENERAL REMARKS: InspectorQ -Fremium— fave -- - - Name Time Hours Time P. vi`scione No REVIEWED BY: Steven T. Crabtree Y '4K cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva :U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 CONCRETE INSPECTION REPORT DATE 03/14/02 2 Barnstable Building Department Job No. UTS 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotu 200 Main .Street Contractor Kay Construction Corp Hyannis, MA 02601 Conc . Co. Cape Cod Ready Mix CLASS CONCRETE CUBIC YARDS DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr. Source Coarse Aggr. Source Admixture Brand Name Admixture Brand Name Water Source TEST SAMPLES LOCATION Transportation of 3 sets of blocks cast on 03/12/02 to the lab for testing. Moisture in Sand % PLANT GRADATIONS Moisture in C. Aggr. % F.M. SAND F.M. C.AGGR. No. of Determinations #8 Weights Adjusted to Compensate #100 #4 for Moisture #50 3/811 Sand Colormetric Test 430 1/211 16 3/4 11 REMARKS : #8 1" INSPECTORS : U T S OF MASSACHUSETTS, INC. Plant- Reviewed Field- W. Silva By: William P. Crabtree / '�� i Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strerigth Report - Mortar Report Date 03/14/2002 Report No. 8 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL.COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type "s" 1800 PSI No. Of Sets: 4 SET 1 LOCATION: Wall: 12" C.M.U. Right Elevation Column Line 7 at D-F, 24th-30th Course. Total Unit Air Temp. (F.) 45 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 P733 2 x 2 x 2 4.00 Good 03/14/2002 03/21/2002 7 6,200 1,550 P734 2 x 2 x 2 4.00 Good 03/14/2002 04/11/2002 28 8,100 2,030 P735 2 x 2 x 2 4.00 Good 03/14/2002 04/11/2002 28 8,300 2,080 SET 2 LOCATION: Wall: 12" C.M.U. Right Elevation Column Line 7 at B.A-D, 24th-30th Course. Total Unit Air Temp. (F.) 56 Lab Size Area Date Date Age Load Load Mortar Temp(F) 56 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:00 P778 2 x 2 x 2 4.00 Good 03/14/2002 03/21/2002 7 5,200 1,300 P779 2 x 2 x 2 1 4.00 1 Good 1 03/14/2002 04/11/2002 1 28 1 8,300 2,080 P780 2 x 2 x 2 4.00 Good 03/14/2002 04/11/2002 28 8,500 2,130 SET 3 LOCATION: Wall: 12" C.M.U. Right Elevation Column Line 7 at D-F, 31st-36th Course. Total Unit Air Temp.(F.) 65 Lab Size Area Date Date Age Load Load Mortar Temp(F) 60 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 2:00 P781 2 x 2 x 2 4.00 Good 03/14/2002 03/21/2002 7 5,100 1,280 P782 2 x 2 x 2 4.00 Good 03/14/2002 04/11/2002 1 28 8,100 1 2,030 P783 2 x 2 x 2 4.00 Good 03/14/2002 04/11/2002 28 8,200 2, 550 SET 4 LOCATION: Wall: 12" C.M.U. Right Elevation Column Line 7 at B.A-D, 31st-36th Course. Total Unit Air Temp. (F.) 64 Lab Size Area Date Date Age Load Load Mortar Temp(F) 60 No. (in.) (sq. in.j Condition Cast Tested Days (IbsJ ''(psi.) Time 3:3 0 2754 2 x 2 x 2 4.00 Good 03/14/2002 03/21/2002 7 6,400 1,600 P755 1 2 x 2 x 2 1 4.00 1 Good 1 03/14/2002 04/11/2002 1 28 1 8,500 ffE2130 P756 2 x 2 x 2 4.00 Good 03/14/2002 04/11/2002 28 600 8, I v Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) i Compressive Strength Report - Mortar Report Date 03/14/2002 Report No. 8 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Onsite Mix -GENERAL REMARKS: Inspector Premium Travel' Name Time Hours 'Time P. Viscione No ` REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva I Car � Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 03/14/2002 Report No. 40 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3500# 3/4" * I No. Of Sets: 2 CUBIC YARDS: 77 SET 1 LOCATION: Slab: Front mezzaninine column line F.5 at 4 Total Unit Slump(in.) 4 1/4 ' Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 51 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 78 P980 6 x 12 28.27 Good 03/14/2002 03/21/2002 7 90,000 3,180 3 Truck No. 68 P981 6 x 12 28.27 Good 03/14/2002 04/11/2002 28 151,000 5,340 4 Ticket NO. 19247 P982 6 x 12 28.27 Good 03/14/2002 04/11/2002 28 145,000 5,130 2 Time 8:15 P983 6 x 12 i 28.27 Good 03/14/2002 04/11/2002 28 150,000 1 5,310 2 Unit Wt Ibs/cu ft Air Content(% SET 2 LOCATION: Slab: Rear mezzanine column line A.5 at 2.5 Total Unit Slump(in.) 4 1/2" Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 55 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 70 P976 6 x 12 28.27 Good 03/14/2002 03/21/2002 7 95,000 3,360 4 Truck No. 56 P977 6 x 12 28.27 1 Good 1 03/14/2002 04/11/2002 1 28 145,000 1 5,130 2 1 Ticket No. 19251 P978 6 x 12 28.27 Good 03/14/2002 04/11/2002 1 28 147,000 1 5,200 3 Time 9:45 P979 6 x 12 28.27 Good 03/14/2002 04/11/2002 28 1 143,000 5,060 2:d Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: * 1% Polarset, Pump Inspector Premium Travel Name Time Hours Time B. O'Leary No Max Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar ° Of Massachusetts. -The Construction Testing People" Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 03/14/2002 Report No. 40 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete CO. Cape Cod Ready Mix cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva r I i Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 0 3/14/2 0 0 2 Report No. 10 • Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 65 degrees TIME: 7 : 00. AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 330L excavator, Cat 950g loader, Zip-It AZ-480 asphalt zipper, Cat 436C backhoe, Bomag Supra heavy plate compactor, small plate compactor, Hypac VR-20 single drum vibratory roller TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector. ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of temporary sewer drain service was performed at east end of site parking area between existing sanitary pits, using a Cat 330L excavator exposing natural sand deposits. Pulverization of existing bituminous concrete pavement was performed along trench lines using a Zip-It AZ-480 asphalt zipper attached to Cat 950G loader to cut and grind in place. Upon installation of drain pipe, excavated materials were placed and bucket compacted in 12"-18" lifts using Cat 436C backhoe prior to 4-6 overlapping coverages of small plate compactor to depress placement to resistance, followed by 4-6 overlapping coverages with Hypac VR-20 single drum vibratory roller to densify placement. Excavation and installation of electrical conduit was performed at rear of Building "A" using a Cat 436C backhoe to the proposed elevation exposing natural sand deposits. Upon installation, conduit was encased in 4000 PSI concrete and excavated materials were placed and bucket compacted in 12"-18" lifts using Cat 436C backhoe prior to 4-6 overlapping coverages of small plate compactor to depress placement to resistance, followed by 4-6 overlaping coverages by the Hypac VR-20 single drum vibratory roller to densify placement. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. i R Of Massachusetts -The Construction Testing People' Page 2 5 Richardson'Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216,(Fax) Soil Inspection Report Report Date 03/14/2 0 02 Report No. 10 Job Number 7465 Barnstable Building Department Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Inspector Premium Travel Name Times Hours .:, J. 'Kielty No - REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur 'Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 4 r Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 0 3/14/2 0 02 Report No. 9 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay,Const ruct ion WEATHER: Clear, 65 degrees .TIME: 7 : 00. AM CONTACT: Bob Cunningham from Kay "Construction PURPOSE: Observe earthwork construction EQUIPMENT: CAt 330L excavator, 10 wheel dumps, ASV 4810 tracked skid-steer, Cat M318 excavator, Zip-It AZ-480 asphalt zipper, Cat 950G loader TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of utility duct banks continued using a Cat 330L excavator and Cat M318 excavator to the proposed elevation at bottom of trench exposing natural sand deposits, which received a smooth bucket finish to densify any disturbed soils. Pulverization of existing bituminous concrete pavement was performed across paved surfaces using a Zip- It AZ-480 asphalt zipper attached to Cat 950G loader to cut and grind in place. Placement of 3000 PSI concrete encasement of installed duct bank conduit continued. Backfilling over concrete was performed using Cat M318 excavator to place and bucket compact previously excavated materials followed by distribution and depressing of placement using an ASV 4810 tracked skid-steer. No further compaction efforts performed this date. Steel plates were placed over excavation at parking entrance to permit vehicular traffic. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser i Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/14/2002 Report No. 9 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor_ Kay Construction 'CC: Stop•& Shop Supermarket' w Attn: Dan Donahue •Stop &;A Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard I a r I ji r O J REMOVE EXISTING 10' PLUG AND IT'XB'X12� TEE w CONNECT EMSN+G 10' WATER 2- 12- Gv m MAW TO NEW 12_ WATER MAIN ��_�-.�.�- ..✓, i _.�_L�J�. �,_ n-�.%�/.JL'-new...- �. _... h�- Q _Lr L.�—_ _ v 12'XIO'INCREASER Q - 1 - 12' GVON CENTERVIUE-OSTERVILLE SOE REMOVE EWTiNG U' PLUG AND CONNECT EXISTING W WATER MAIN TO NEW 12' WATER MAIN -I a~ v - ` -- SEIeA(Y I eriz n MH aular NSTAR NE-17B :� p - � MH 659/070 / - -- - asm 1 I _...-w.-..._...- .._... _. ._..._. ._ten W LLJ Concrete encasement Excavation, Backfilling of utility and backfilling of installation, concrete Q duct bank continues. utility duct bank encasement and continues. backfilling of utility duct bank. — 10 _I IIA n� 24 fL _ yl - AT&T MH1�YY, Re FETAL C •� &I YNlTA.1�ly ._... By.� ..... . •-. cap®,,.a L".:...... —— 'GAS — I S M y i 1 � l i o } APPROXIMATE UMIT OF WORK TO BE PERFORMED UNDkR A — _ SEPARATE OFF-51Tt �6O r NSTAR NE-17B IMPROVEMENTS CONTRACT I 3 1 MH 659/010 N I f / :xn i $ ,off 0 40 BO SCALE IN FEET TS5 Richardson Lane Stoneham.MA02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH PROJECT NO: DATE: 03-14-2002 i Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 03/14/2002 Report No. 8 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction .Corp rHyannis, MA 02601 WEATHER: 46 degrees .TIME: 6 :30 A.M. CONTACT: Craig Williamson of. Kay Construction. SUMMARY: The masonry work performed today was at the right elevation. 12" C.M.U. was placed at column line 7 at BA to F from the 24th course to the second bond beam. Ladur type dur-o-wall was placed 16" on center. Control joints were continued with rapid control joint T's placed inside the expansion area. The columns were coated with Karnak 100, and covered with styrofoam. Masonry ties were placed 16" on center at each column. #7 reinforcing steel bars were placed 32" on center and lapped 4' . #7 reinforcing steel bars were placed on each side of the control joints and spaced 16" on center, 10' in from column line F. Double #6 reinforcing steel bars were placed inside for reinforcement as specified. Type S 1800 psi mortar with hydrocide powder added to each batch was mixed on site with clean sand and municipal water. Samples were taken for lab testing. These observations were related to Mr. Williamson prior to departure. GENERAL REMARKS: Inspector ,j r�. (� "Premiur '' F�.'^ .., Travel Name Time Hours Time P. Viscione No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: William P. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 03/13/2002 Report No. 7 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 WEATHER:, 40 Degrees, Cloudy .TIME: 11: OOAM CONTACT: Craig Williamson Super of Kay Construction SUMMARY: The placement and grouting of 12" C.M.U. continued. At the rear elevation column line A at 4.85-5.70 the first 8 courses of 12" C.M.U. were placed. The first course was filled solid with grout. Flashing was placed and weep slots were provided 32" on center. At the rear elevation starting at 2218" past column line 7 to loading dock doors at column line A-B.A 121I .C.M.U. was placed from the 18th-25th course. # 7 reinforcing steel bars were in place 32" on center, one on each side of the control joints and door frames. Ladur type dur-o-wall was placed 16" on center. Masonry ties were placed 16" on center on each side of the columns. Karnak 100 was spread on the columns and covered with styrofoam. Cape Cod Ready Mix arrived at the sight with 7 yards of 3500 PSI grout. The grout was mixed to a slump of 9" at column line 7 at BA-F. The 2nd low lift of 12" C.M.U. was grouted at column line A at 5.70-7 the 3rd low lift of 12" C.M.U. was grouted. All vertically reinforced cells were properly placed and lapped 4' and were grouted. The grout was rodded to achieve full penetration. Type "S" 1800 PSI mortar was mixed on site. Random samples of grout were taken to fabricate mortar cubes and grout prisms for lab testing. These observations were related to Craig Williamson prior to departure. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. viscione No Min Day 1 Hr(s) REVIEWED BY: William P. Crabtree �• Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 03/13/20012 Report No. 7 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp =, Hyannis, MA 02601 CC: ` Stop,& Shop Supermarket Co Attn: Dan Donahue :,Stop & Shop Supermarket Co Attn: Arthur Joubert Itay'Construction,Corp -Attn: Michael Collentro " Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva r ° Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 03/12/2002 Report No. 6 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 WEATHER: 40 degrees .TIME: 6 : 30 A.M. CONTACT: Craig Williamson of Kay ,Construction SUMMARY: The placement and grouting of 12" C.M.U. was continued at the right elevation at column line 7, BA to F. 12" C.M.U. was placed from the loth to 17th course. The 17th course is 10,8" from the finished floor. At this elevation a bond beam was placed as specified. All vertical and horizontal reinforcing including ladur type dur-o-wall was placed as required. Control joints were continued. Masonry ties were placed on each side of the columns 16" on center. Karnak #100 non fibered emulsion damproofing was spread over the columns then wrapped with styrofoam on each side. Type S mortar 1800 psi was mixed on site. Hyrocide power was added to each mixed batch. Cape Cod Readi-Mix arrived at the site with 3500 psi grout mixed to a slump of 911 . The second lift of 12" C.M.U. walls were grouted starting at A5.70 at i the rear elevation and continuing to the receiving area from column line A to BA. All vertical reinforced cells were grouted. The bond beams were grouted solid. The grout was rodded to achieve a complete penetration. Random samples of the mortar were taken throughout the day to fabricate 2"x2"x2" cubes for lab cesting. A sample of the grout was taken to fabricate a set of 3"x3"x6" grout prisms for lab testing. After the grouting procedure was completed, 1211 C.M.U. was placed at the rear elevation at column line A5.70 to 7 from the 18th to the 23rd course. 7 bearing plates were properly set in place. These observations were related to Mr. Williamson prior to departure. GENERAL REMARKS: Inspector Premium Travel Name Time Hours _ Time P. Viscione No Max Day+1 Hrs OT 1 Hr(s) ° Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 03/12/2002 Report No. 6 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 'REVIEWED BY: 'wilTiam P. Crabtree' CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva • i Of Massachusetts 'The Construction Testing People' 0 Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/13/2002 Report No. 7 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONEA&CORDING TO ASTM: C-109 CLASS MORTAR: Type 'IS" 1800 PSI No. Of Sets: 3 SET 1 LOCATION: Wall: 12" C.M.U. Rear Elevation, Column Line A at 4.85-5.70, 1st 8 Courses. Total Unit Air Temp.(F.) 40 Lab Size Area Date Date Age Load Load Mortar Temp(F) 43 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 12:00 P784 2 x 2 x 2 4.00 Good 03/13/2002 03/20/2002 7 4,800 1,200 P785 2 x 2 x 2 4.00 Good 1 03/13/2002 04/10/20012 28 9,300 2,330 P786 1 2 x .2 x 2 4.00 Good 1 03/13/2002 04/10/2002 28 9,500 1 2,380 SET 2 LOCATION: Wall: Right Elevation Starting At 2218" Past Column Line 7-B.A, 18th-21st Course. Total Unit Air Temp. (F.) 41 Lab Size Area Date Date Age Load Load Mortar Temp(F) 45 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 2:00 P757 2 x 2 x 2 4.00 Good 03/13/2002 03/20/2002 7 5,100 1,280 P758 2 x 2 x 2 4.00 Good 1 03/13/2002 04/10/2002 1 28 1 9,.600 2,400 P759 2 x 2 x 2 4.00 Good 1 03/13/2002 04/10/2002 1 28 1 9,700 2,930 SET 3 LOCATION: wall: Right Elevation Starting At 2218" Past Column Line 7-B.A, 22nd-25th Course. Total Unit Air Temp.(F.) 40 Lab Size Area Date. Date Age Load Load Mortar Temp(F) 45 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 4:00 P742 2 x 2 x 2 4.00 Good 03/13/2002 03/20/2002 7 5,000 1,250 P743 2 x 2 x 2 4.0.0 Good 1 03/13/2002 04/10/2002 1 28 1 9,800 2,450 P744 2 'x 2 x 2 1 4.00 1 Good 03/13/2002 04/10/2002 1 28 1 9,600 1 2,400 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No � Of Massachus�etts: 'The. Construction Testing Pe0 hi' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 0 3/13/2 0 02 Report No. 7 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA • 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Onsite Mix .REVIEWED BY:' Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva s e 1;"70. Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 03/13/2002 Report No. 3 Barnstable Building Department Job Number 7404 ATtn: - Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp : Hyannis, MA 0 2 6 01 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500# Grout No. Of Sets: 1 SET 1LOCATION: wall: 12" C.M.U. Walls Column Line 7 At B.A-F 2nd Low Lift, Column Line A.At 5.70- 7.0 3rd Low Lift. Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load -Load Air Temp(F.) 41 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 70 P795 3 x 3 x 6 9.00 Good 03/13/2002 03/20/2002 7 23,500 2,610 Truck No. 58 P796 3 x 3 x 6 9.00 Good 03/13/2002 04/10/2002 28 37,000 4,110 Ticket No. 19231 P797 3 x 3 x 6 9.00 Good 03/13/2002 04/10/2002 1 28 1 38,000 1 41220 2: Time 00 P798 3 x 3 x 6 9.00 Good 03/13/2002 04/10/2002 28 1 40,000 4,440 GENERAL REMARKS: Inspector Premium Travel _ Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 STEEL INSPECTION REPORT DATE 03/13/02 3 Barnstable Building Department Job No. UTS 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotu 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Contacts : Bob Cunningham of Kay Construction A ,vi.sit was made to the above referenced project for the purpose of per- forming a visual inspection of the structural steel connections within lines 1-7, A-F on the roof framing .and mezzanines of the structure . This inspection consisted of the following activities and observations : Roof Framing ------------ I.- Field. bolted_ connections were visually inspected and found partially completed, with additional tensioning required witYiri ll es 1-4 . 2•.., Metal.. deck- installation was complete and acceptable within lines 5-7 and in accordance with approved structural drawings . 3 . Field welded joist connections were complete and acceptable, with the specified weld size and length observed at all connections with- in lines 1-7, A-F. 4 . Horizontal bridging installation was incomplete between lines 1 and 2 . Front Mezzanine column lines 3 .4 to 4 . 9, F to G ------------------------------------------- A,. Field bolted connections were visually inspected and found to be �u -tens,i.oned and acceptable at all connections".' -2.. ,Matal _deck installation was found complete and acceptable: Continued on Page #2 INSPECTOR: S. Alikonis-Min day + 1 U T S OF MASSACHUSETTS, INC. hour travel AWS-CWI #93100151 Reviewed By: William P. Crabtree U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 STEEL INSPECTION REPORT DATE 03/13/02 4 Barnstable Building Department Job No. UTS 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotu 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Page #2 3 :.. Shear connector instal.l_a:t,ion-was found ,complete, . with the specified quantities observed at each beam location. Shear connector install- ation was found to be in accordance with Section 7 of the AWS D1 . 1- 2000 Structural Welding Code. 4 . Wire mesh installation was found complete and acceptable. Rear Mezzanine column lines 2 to 4 .25, A to B --------------------------------------------- 1 . Field bolted connections were found tensioned and acceptable at all connections . 2 . Metal deck installation was found complete and acceptable. 3 . Shear connector installation was found complete and acceptable, with the specified quantities observed at each beam location. 4 . Wire mesh installation was in progress at the time of inspection. _ No unacceptable conditions were observed. Further inspection will be performed as work progresses. INSPECTOR: S . Alikonis U T S OF MASSACHUSETTS, INC. Reviewed By: William P. Crabtree Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 03/12/2002 Report No. 2 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: ' CLASS GROUT: 3500# grout No. Of Sets: 1 SET 1 LOCATION: Wall: 12" C.M.U. second low lift column line A5.70 to BA. Total Unit Slump(in.) 9 Lab Size Area Date Date . Age Load Load Air Temp(F.) 42 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 72 P791 3 x 3 x 6 9.00 Good 03/12/2002 03/19/2002 7 25,000 2,780 Truck No. 63 P792 3 x 3 x 6 9.00 Good 1 03/12/2002 1 04/09/2002 28 1 40,000 9,940 Ticket No. 119224 P793 3 x 3 x 6 9.00 Good 03/12/2002 04/09/2002 1 28 39,000 4,330 Time 1:00 P794 3 x 3 x 6 9.00 Good 03/12/2002 09/09/2002 28 39,000 4,330 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva A r 0Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 03/12/2002 Report No. 39 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 --ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM:, C-39 CLASS CONCRETE: 3000# 3 j4�� No. Of Sets: 1 ' CUBIC YARDS: 8 SET 1 LOCATION: Building F southwest loading dock lift slab Total Unit Slump(in.) 4 1/4 Lab Size Area Date Date . Age load Load Fracture Air Temp. (F.) 43 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type' Conc Temp(F) 70 P508 6 x 12 28.27 Good 03/12/2002 03/19/2002 7 70,000 2,480 2 Truck No. 61 P505 6 x 12 28.27 Good 03/12/2002 04/09/2002 28 135,000 4,780 3 Ticket NO. 60744 P510 6 x 12 28.27 Good 03/12/2002 04/09/2002 28 132,000 4,670 2 Time 12:15 P511 6 x 12 28.27 Good 03/12/2002 04/09/2002 28 130,000 4,600 2 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector t Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4) Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard A Cape Cod Ready Mix, Inc. - Attn: Jay Pleva � Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/12/2002 Report No. 6 Barnstable Building Department Job Number 7404 ATtn:- Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Mixed on site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TEST' ACCORDING TO ASTM: C-10.9 CLASS MORTAR: Type S 1800 psi No. Of Sets: 4 SET 1 LOCATION: Wall: right elevation column line 7 at F to D, 12" C.M.U. , 10th to 17th course. Total Unit Air Temp. (F.) 40 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 P751 2 x 2 x 2 4.00 Good 03/12/2002 03/19/2002 7 4,400 1,100 P752 2 x 2 x 2 4.00 Good 03/12/2002 04/09/2002 28 7,100 1,780 P753 2 x 2 x 2 4.00 Good 1 03/12/2002 04/09/2002 1 28 1 7,200 1 1,800 SET 2 LOCATION: Wall: right elevation column line 7 BA to D, 12" C.M.U. loth to 17th course. Total Unit Air Temp. (F.) 42 Lab Size Area, Date Date Age Load Load Mortar Temp(F) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 12:00 P739 2 x 2 x 2 4.00 Good 03/12/2002 03/19/2002 7 5,000 1,250 P740 1 2 x 2 x 2 4.00 Good 1 03/12/2002 04/09/2002 1 28 1 7,300 1,830 P741 1 2 x 2 x 2 1 4.00 Good 1 03/12/2002 04/09/2002 1 28 1 7,400 1,850 SET 3 LOCATION: wall: rear elevation 12" C.M.U. column line A5.70 to 5.0, 18th to 23th course. Total Unit Air Temp. (F.) 40 Lab Size Area Date Date Age Load Load Mortar Temp(F) 45 No. (in.) (sq. in.) Condition Cast Tested 'Days (lbs.) (psi.) Time 2:00 P745 2 x 2 x 2 4.00 Good 03/12/2002 03/19/2002 7 4,600 1,150 P746 2 x 2 x 2 4.00 Good 1 03/12/2002 04/09/2002 1 28 1 7,600 i 1,900 P747 2 x 2 x 2 1 4.00 Good 1 03/12/2002 04/09/2002 1 28 1 7,800 1 1,950 SET 4 LOCATION: wall: rear elevation 1211 C.M.U. column line A5.70 18th to 23rd course. Total Unit Air Temp. (F.) 40 Lab Size' Area Date Date Age Load Load Mortar Temp(F) 47 No. (in.) (sq. in.) Condition Cast Tested 'Days (lbs.) (psi.) Time 4:00 P748 2 x 2 x 2 4.00 Good 03/12/2002 03/19/2002 7 4,300 1,080 P749 2 x 2 x 2 1 4.00 Good 1 03/12/2002 04/09/2002 1 28 1 7,200 1,800 P750 1 2 x 2 x 2 4.00 Good 1 03/12/2002 04/09/2002 1 28 1 7,300 1,830 I t Of'Massachusetts. 'The Construction Testing People` Page 2 02 5 Richardson Lane,Stoneham, MA 180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 0 3/12/2 0 0 2 ,. Report No. 6 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Mixed on site -GENERAL REMARKS: Inspector Premium w Travel ' Name 1. Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc.. Attn: Jay Pleva r i ` Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Block Prism Report Date 03/12/2002 Report No. 1 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop store #66 - Cotuit, MA 200 Main Street Contractor. Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FM REQUIRED (PSI): 1, 500, PRISMS: 2 block, 2 high .BLOCK TYPE: A.J. Jandris PERuENT GROUTED): 100 GROUT: 3 , 500 MORTAR: Type S, 1, 800 PSI SET 1 LOCATION: 12" CMU walls, line A5.70 to receiving area at line A-B.A and 7, B.A-F Unit Unit Gross Net Total Strength Strength Unit Lab . Length Width Height Area Area Date Date Age Load Gross Net Load No. (in.) (in.) (in.) (sq. In.) (qo) Cast Tested (Days) (lbs.) (PSI) (PSI) (PSI)• N849 15.6 11.6 16.2 181.0 100.0 03/12/2002 03/19/2002 7 335,000 1 1,850 1,850 1,500 N850 15.6 11.6 16.4 181.0 100.0 03/12/2002 04/09/2002 28 540000 2,983 2,980 2,420 N851 15.6 11.6 16.3 181.0 100.0 03/12/2002 04/09/2002 28 542000 1 2,994 2,990 2,430 * Strength correction factor applied, ratio of prism height to least lateral dimension of prism ASTM C1314-00. GENERAL REMARKS: Inspector y Premium -' Travel Name kh Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree Cc: Stop & Shop Supermarket Co Attn: Dar_ Donahue Stop & Shop Supermarket Co -Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard i � Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Block Prism Report Date 03/12/2002 Report No. 2 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete CO. Cape Cod Ready Mix FM REQUIRED (PSI): 1, 500' PRISMS: 2 block, 2 high _BLOCK TYPE:. A.J. Jandris PERCENT GROUTED: 50 0 GROUT: 3 , 500 MORTAR: Type S, 1, 800 PSI SET 1 LOCATION: 12" CMU walls, rear elevation, lines A5.70 to receiving area, lines A-B.A and right elevation line 7, B.A-F Unit Unit Gross Net Total Strength Strength Unit Lab Length Width Height Area Area Date Date Age Load Gross Net Load No. (in.) (in.) (in.) (sq. In.) (%) Cast Tested (Days) (lbs.) (PSI) (PSI) (PSI) N852 1 15.6 1 11.6 16.1 1 181.0 1 74.0 1 03/12/2002 1 03/19/2002 1 7 1 316,000 1 1,745 1 2,359 1,910 N853 15.6 1 11.6 16.2 181.0 74.0 03/12/2002 04/09/2002 28 439,000 2,425 3,280 2,650 N854 15.6 1 11.61 16.3 1 181.0 1 74.0 1 03/12/2002 1 04/09/2002 1 28 1 442,000 1 2,441 1 3,300 2,670 * Strength correction factor applied, ratio of prism height to least lateral dimension of prism ASTM C1314-00. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree 1 cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard � Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Block Prism Report Date 03/12/2002 Report No. 3 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp ' Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FM REQUIRED (PSI): - 1, 500 PRISMS: 2 block, 2 high .BLOCK TYPE:,,A.J. Jandris PERCENT GROUTED: 0% GROUT: 3 , 500 MORTAR: Type S, 1, 800 PSI SET 1 LOCATION: 12" walls rear elevation at line A5.70 to receiving area at line A-B.A and right elevation line 7, B.A-F Unit Unit Gross Net Total Strength Strength Unit Lab Length Width Height Area Area Date Date - Age Load Gross Net Load No. (in.) (in.) (in.) (sq. In.) (%) Cast Tested (Days) (lbs.) (PSI) (PSI) (PSI)* N855 1 15.6 1 11.6 1 16.2 1 181.0 1 49.0 1 03/12/2002 1 03/19/2002 1 7 1 228,000 1 1,293 2,536 2,050 N856 15.6 11.6 16.3 181.0 49.0 03/12/2002 04/09/2002 1 28 1 293000 1 1,618 3,300 2,680 N857 15.6 11.6 16.1 181.0 49.0 03/12/2002 04/09/2002 28 1 300000 1 1,657 3,380 2,740 * Strength correction factor applied, ratio of prism height to least lateral dimension of prism ASTM C1314-00. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert, Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/12/2002 Report No. 55 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Cloudy/rain, 42 degrees _TIME: 7 00 AM CONTACT: Craig Williamson from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: 10 wheel dumps, 18 wheel dumps, Cat D6R dozer, Cat D4C dozer, Hypac VR-20 single drum vibratory roller, ASV 4810 tracked skid-steer, Cat 436C backhoe TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: 0 Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Elevating of parking area subgrade was performed at north-central and southwest parking areas using Cat D6R and Cat D4C dozers to evenly distribute and backdrag 12"-18" lifts of offsite granular fill from I' Lynch Pit in Falmouth. Compaction was performed using 6-8 overlapping coverages with a Hypac VR-20 single drum vibratory roller to densify placement. Placement and distribution is ongoing. Placement of gravel base course continued at southwest corner of site using methods and equipment described above to place, distribute and compact offsite gravel base, consisting of F-M-C sand and gravel, trace silt. Material was transported to site from Lynch Pit in Falmouth. Placement and compaction efforts are ongoing. Excavation and installation of site lighting electrical conduit was performed using a Cat 436C backhoe to proposed elevations exposing previously compacted granular fill and/or natural sand deposits. Upon installation of electrical conduit, a single lift of excavated materials were placed and bucket compacted using backhoe followed by 3-4 backdragging passes of ASV 4810 tracked skid-steer to depress placement to resistance. Elevating and grading of landscape area at southwest corner of site was performed using a Cat D4C dozer to evenly distribute topsoil to the proposed elevations followed by overlapping coverages with dozer to grade and depress placement to resistance. A portion of topsoil excavated from duct bank trenching at Rte 28 Improvements were transported to Building "F" for re-use as common ordinary fill (see Stop & Shop Rte 28 Improvements report dated 3/12/02) . Filling and grading operations are i t ° Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/12/2002 Report No. 55 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp ongoing. These observations were related to Mr. Williamson prior to'departure. Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard APROAMATE IJAT NX WORK TO 9E PERFORMED � • -'� �,A gP/J1ATE WASTEWATER TREATMENT i !'lo ' \•\` TACR77Y COHRIACT(HOD) RN0 D-,e) MANS 7. .,.• WM\ 1 EIGd1FACIM 2N.000 GAL EOUAU ND ZAl10N-\ UNDERGROUND TREATMENT TAW A POW STATION GENERATOR AND DNCLOSLW UCE VAULT TRANSFORMER PAD ..... '6 u• �� PRESSURE D09N9 67.i Ta �"�^ .� /?. ��•`. 1 STATION WTH PUMPS y L 1-37.ea UGEA LD QI a1,f MAIMTAN AND PROTECT SE000 GM. I yZ,TURNO a-PI.0 1 E70511NG OtfASf TRAP•• lD TANK ' 3e HSTAII.17-4e'DEJD >% "ID ., AND CONNECT 10 T9 19 t •VALV..NNANR ETOSl1NG WATER LINE -IA ey — J--. -- -B•5—..—t` RELOCATE l% �--•� 1 pOS11Ng T _ 121E E<J'-- r. FORCE MAINS LA r 1 R BUILDING 'F' LMm - � .-- PROPOSED STOP & SHOP a j —— L..-'-' _ - --- I SUPERMARKET -; _____.:. - 1-9500 12• 1 '1 1' 'F'#�t''1.1 N NTITI'N ��t 1 ,N,N�yRAtl�l'6A`/ `[ •. «ULTED WTi L ,111111 1 1 1 � - ■ 1''• --+ : 1 1' 1 1 1 1 1 1 1 1 IM, I '1 1 }.Y-- EFE-fi3.0 .o '' N, - I,I,N,1, -TAa N 1 1 1 '.i '1', _ N N I N RECONNECT 1-61.00 J_ !- 'i 13. �1�;� +. 12�D l� '1 IS 1;1 i -..-J IA•Elevating and grading of ----- d -- - ,D`"aiparking area granular fill Ig I ,a ' `` _, , .RDN=lma - c continues I i' -,T,Y IW-Ta Q :,m ,� Isr Elevating and 1 t" 41_1 i `: -- ,_ >o _,RAY ~' i� E S] No LK I�p . ''t grading of parking le „ •., , LR �, RECONNECT TS-27 - area granular fill. IW 1 an• ,_D �{ t`;. i. � uAt Placement of if r I �" topsoil from Rte 28 T Placement and a , . r r ■1 compaction of t roadway gravel base course QaN improvements r _ '? r T. I-S7. begins. q " a•S 1-a0.00 ' `�I 1 I :,m -.-72''�: raw 1-5&60 •, 1.00r . Er— _ate, 2e . .J ,D RCS. [K /:. _ W• ? n7 ,_ J [S-23 ; Ty; '' = 1 ■ _ ■I-===== r �; h �� VENT ___-- T Excavation & ' installation of site 7 17 -qT T :;;; , I -a�' i , ,' lighting electrical .I-57.70 M 12.TY 00'.72* .YY.YD 1 1r I -'b REgR� �If, ';+ conduit. 1 Yl< ~~ Y - SOD TO'.77' t @— -RE, _MU T ' e <t J \ .. / TI 42 0 SflGult .. 16-D 6'Ml ) L • e: r! g✓1>s 'i � r- ..',�.,a-- � £ �� ay '�c aI L ,.� f ,.l .� - ..J �w, 1 I -qf �` t, r" { FEE- .. _F6.. ,,,✓ I`Y ��. � i �� N.qq �iy I> ) `�.:�:�'<,.sc:•o •cx'u<k=Y2:'�.f.�b,k.��+�L..;>..{;`% ? ..c4. rf/``i,��n., .;r,.. _v� , t.•{ �1 �2I■v�, �zaSa�•:/.,x-� �.5 iw ��T :a o+ i IY7Y TIME I -- - -nA 0"7R a - ' ,-a'9V _ 41BACF i" ; Ichams nLane 0 JOB NAME: St p & Shop Cotuit Landing DATE: 03 1:2 hn Kielty FIELD SKETCH WEST UTS S W Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 03/12/2002 Report No. 39 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 1 No. Of Sets: 1 CUBIC YARDS: 8 SET 1 LOCATION: Building F southwest loading dock lift slab Total Unit Slump(in.) 4 1/4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 43 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) . (psi.) Type Conc Temp(F) 70 P508 6 x 12 28.27 Good 03/12/2002 03/19/2002 7 70,000 2,480 2 Truck No. 61 P509 6 x 12 28.27 Good 03/12/2002 04/09/2002 28 Ticket No. 60744 P510 6 x 12 28.27 Good 03/12/2002 04/09/2002 28 Time 12:15 P511 6 x 12 28.27 Good 03/12/2002 04/09/2002 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES ,� (1) Cone (2) Cone and Split (3) Cone and Shear (4)Shear (5)Columnar Cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva t 4 . Of Massachusetts. to 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 03/12/2002 Report No. 39 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA °.200 Main, ,Street Contractor Kay.Construction Corp Hyannis, ' MA 02601 } Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: Building, F southwest loading dock lift slab Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑X Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: 0 Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 3 to 5 Number of slumps out of specification reported to If rejected Approved by Remarks: * Building F southwest loading dock lift slab ° Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/12/2002 Report No. 6 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street . Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Mixed on site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 psi No. Of Sets: 4 SET 1 LOCATION: Wall: right elevation column line 7 at F to D, 12" C.M.U. , loth to 17th course. Total Unit Air Temp. (F.) 40 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 P751 2 x 2 x 2 4.00 Good 03/12/2002 03/19/2002 7 4,400 1,100 P752 2 x 2 x 2 4.00 Good 03/12/2002 04/09/2002 28 P753 1 2 x 2 x 2 4.00 Good 03/12/2002 04/09/2002 1 28 SET 2 LOCATION: wall: right elevation column line 7 BA to D, 12" C.M.U. loth to 17th course. Total Unit Air Temp. (F.) 42 Lab Size Area Date Date Age Load Load Mortar Temp(F) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 12:00 P739 2 x 2 x 2 4.00 Good 03/12/2002 03/19/2002 7 5,000 1,250 P740 2 x 2 x 2 4.00 Good 03/12/2002 04/09/2002 28 P741 2 x 2 x 2 4.00 Good 03/12/2002 04/09/2002 28 SET 3 LOCATION: wall: rear elevation 12" C.M.U. column line A5.70 to 5.0, 18th to 23th course. Total Unit Air Temp. (F.) 40 Lab Size Area Date Date Age Load Load Mortar Temp(F) 45 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 2:00 P745 2 x 2 x 2 4.00 Good 03/12/2002 03/19/2002 7 4,600 1,150 P746 2 x 2 x 2 4.00 Good 03/12/2002 04/09/2002 28 P747 .2 x 2 x 2 4.00 Good 03/12/2002 04/09/2002 28 SET 4 LOCATION: Wall: rear elevation 12" C.M.U. column line A5.70 18th to 23rd course. Total Unit Air Temp. (F.) 40 Lab Size Area Date Date Age Load Load Mortar Temp(F) 47 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 4:00 P748 2 x 2 x 2 4.00 Good 03/12/2002 03/19/2002 7 4,300 1,080 P749 2 x 2 x 2 4.00 Good 03/12/2002 04/09/2002 28 P750 2 x 2 x 2 4.00 Good 1 03/12/2002 04/09/2002 1 28 ° Of Massachusetts The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) - Compressive Strength Report - Mortar Report Date 0 3/12/2 0 0 2 Report No. 6 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp +Hyannis,` MA 02601 • Concrete Co. Mixed on site -GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva r Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 03/12/2002 Report No. 2 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200, Main Street Contractor Kay Construction Corp Hyannis, "MA 02601 . Concrete Co. Cape Cod Ready Mix . t ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS GROUT: 3500# grout I No. Of Sets: 1 SET 1 LOCATION: wall: 12" C.M.U. second low lift column line A5.70 to BA. Total Unit Slump(in.) 9 Lab Size Area Date Date Age Load Load Air Temp(F.) 42 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 72 P791 3 x 3 x 6 9.00 Good 03/12/2002 03/19/2002 7 25,000 2,780 Truck No. 63 P792 3 x 3 x 6 9.00 1 Good 03/12/2002 1 04/09/2002 28 Ticket No. f1:00 9224 P793 3 x 3 x 6 9.00 Good 03/12/2002 04/09/2002 28 Time P794 3 x 3 x 6 9.00 Good 03/12/2002 04/09/2002 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva o Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Block Prism Report Date 03/12/2002 Report No. 1 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FM REQUIRED (PSI): 1, 500 PRISMS: 2 block, 2 high _BLOCK TYPE: A.J. Jandris PERCENT GROUTED: 100% GROUT: 3 , 500 MORTAR: Type S, 1, 800 PSI SET 1 LOCATION: 121, CMU walls, line A5.70 to receiving area at line A-B.A and 7, B.A-F Unit Unit Gross Net Total Strength Strength Unit Lab Length Width Height Area Area Date Date Age Load Gross Net Load No. (in.) (in.) (in.) (sq. In.) Cast Tested (Days) (Ibs.) (PSI) (PSI) (PSI) N849 1 15.6 11.6 16.2 1 181.0 100.0 1 03/12/2002 03/19/2002 1 7 335000 1,850 1,850 1,500 N850 03/12/2002 04/09/2002 28 N851 03/12/2002 04/09/2002 28 * Strength correction factor applied, ratio of prism height to least lateral dimension of prism ASTM C1314-00. GENERAL REMARKS: Inspector Premium 4 Travel Name Time, , Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Of Massachusetts t$ 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Block Prism Report Date 03/12/2002 Report No. 2 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA :,200 Main Street Contractor Kay Construction Corp Hyannis, -- MA 02601 Concrete Co. Cape Cod Ready Mix FM REQUIRED (PSI): 1, 500 PRISMS: 2 block, 2 high _BLOCK TYPE: A.J. Jandris PERCENT GROUTED: 50% GROUT: 3 , 500 MORTAR: Type S, 1, 800 PSI SET 1 LOCATION: 121, CMU walls, rear elevation, lines A5.70 to receiving area, lines A-B.A and right elevation line 7, B.A-F Unit Unit Gross Net Total Strength Strength Unit Lab Length Width Height Area Area Date, Date Age Load Gross Net Load No. (in.) (in.) (in.) (sq. In.) (%) Cast Tested (Days) (lbs.) (PSI) (PSI) (PSI) N852 15.6 11.6 16.1 1 181.0 1 74.0 1 03/12/2002 1 03/19/2002 1 7 1 316000 1,745 2,359 1,910 N853 03/12/2002 04/09/2002 28 N854 03/12/2002 04/09/2002 28 * Strength correction factor applied, ratio of prism height to least lateral dimension of prism ASTM C1314-00. GENERAL REMARKS: Inspector Premium Travel ' Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard -7 Of Massachusetts j 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Block Prism Report Date 03/12/2002 Report No. 3 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FM REQUIRED (PSI): 1, 500 PRISMS: 2 block, 2 high BLOCK TYPE: A.J Jandris PERCENT GROUTED: 0 0 GROUT: 3 , 500 MORTAR: Type S, 1, 800 PSI SET 1 LOCATION: 12" walls rear elevation at line A5.70 to receiving area at line A-B.A and right elevation line 7, B.A-F Unit Unit Gross Net Total Strength Strength Unit Lab Length Width Height Area Area Date Date Age Load Gross Net Load No. (in.) (in.) (in.) (sq. In.) (%) Cast Tested (Days) (lbs.) (PSI) (PSI) (PSI) N855 15.6 11.6 16.2 181.0 1 49.0 1 03/12/2002 03/19/2002 7 1 228000 1 1,243 2,536 2,050 N856 03/12/2602 04/09/2002 28 N857 03/12/2002 04/09/2002 28 * Strength correction factor applied, ratio of prism height to least lateral dimension of prism ASTM C1314-00. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse_Hangen Brustlin Inc Attn: Steve Chouinard 24P`10� _ _ _7 Of Massachusetts 'The Construction Testing People' Page 1 I 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/11/2002 Report No. 54 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Partly sunny, 35 degrees _TIME: 7 : 00 AM CONTACT: Craig Williamson from Kay Construction PURPOSE: Observe earthwork construction and perform field density tests EQUIPMENT: 10 wheel dumps, 18 wheel dumps, Cat D6R dozer, Hypac VR-20 single drum vibratory roller TEST METHOD: ❑X Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Maximum Field Test Percent Dry Dry Percent Elevation No. Moisture Density Density Compaction Location (Feet) 1 8.7 135.1 134.7 99.7 See sketch Top of gravel base 2 1 7.51 135.11 130.71 96.8 " 3 1 7.51 135.11 131.21 97.111, OBSERVATIONS: Elevating of parking area subgrade was performed using Cat D6R dozer to evenly distribute and backdrag placement of offsite granular fill from Lynch Pit in Falmouth. Compaction was performed using 6-8 overlapping coverages with a Hypac VR-20 single drum vibratory roller to densify placement. Placement and distribution is ongoing. Excavation and installation of temporary electrical service was performed using a Cat 436C backhoe to a depth of approximately 36" exposing previously compacted granular fill and/or natural sand deposits. Upon installation of electrical conduit, a single lift of excavated materials were placed and bucket compacted using backhoe followed by 3-4 backdragging passes of a backhoe loader to depress placement to resistance. Compaction of gravel base at Stop & Shop entrance continued using 4-6 overlapping coverages with a Hypac VR-20 single drum vibratory roller to densify previously placed and compacted sand-gravel fill consisting of F-M-C sand and gravel, trace silt. Three field density tests were performed at previously placed and compacted gravel base course according to ASTM D1556 using the sand cone method. Test results exceeded 95% of the MDD obtained from Of Massachusetts 0 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/11/2002 Report No. 54 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis,. MA 02601 Contractor Kay Construction Corp the modified proctor ASTM D1557. + These. observations were related to Mr. Williamson prior to departure. Inspector Premium Travel Name Time Hours Time , J. Kielty No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell • Vanasse Hangen Brustlin Inc Attn: Steve Chouinard COMPACTION CONTROL SUMMARY Optimum Field Test Max Dry Field Dry No. Date Location Elev Soil Description Moisture Moisture Density Density Compaction Content Content 1 03/11/02 See Sketch T.O.G.B. FMC sand and gravel, trace silt 7.3 8.7 135.1 134.76 99.7 2 FMC sand and gravel, trace silt 7.3 7.5 135.1 130.73 96.8 3 FMC sand and gravel, trace silt 7.3 7.5 135.1 131.23 97.1 Note: T.O.G.B. = top of gravel base i I i i U TS "The Construction Testing+People" ' f 5 Richardson Lane .Project No.: Stoneham,Ma 02180 Inspector: John Kielty Project Name: Stop & Shop Cotuit 03-11-02.x1s / (4 -' APROeYATE LYr a,RKIK iD eE vplraRlltD See Field Sketch East j r -X■ �-•` WDER A SEPARATE IIAS'IERAIFR TRG111E71T /( CONTRACT(HOW) ) r rI1No 1e • 0, ::�`• . 1``•co�a I,ANS ,.� ZEP ON WASTEWATER ,rW :_•.a o0o cAL EouwzATo11 1 - TREATMENT FACILITY /... .`••' �- .TANK!PUW STATION UNIDERMUM T EAMIDIT TAM `�%•••:::.�.•::: -•:•:::::.::'..... 1(j 6' UCC/T OdOlA1DR AMDIQD9MIE O a/ VAUL7RP t PAD RESSM DOSWO -e 2D LID 9 j 1-37.30 UGC/T V 26 -XIO t/ lD 11,000 CAL ` 6f.J� W YANTAM Ale)PROTECT E6 o e P c b 1 x DOSING CREASE mAP- . j . 29 le 14 VALVE E70STe10 TATR UE _ -Xro m Nn ` Elevatin an _ - r / BUILDING 'F' 9 d grading of ' PROPOSED'STOP & SHparking area granular fill 1 SUPERMARKET t_I �— FM-eno ;hl 1 . . I I;I; auc l;l _ F- / -Sly _i0 1 1 1 1 111 1111 r t . _.j 1 ,1 -f♦m 111111111 -..�-. -• ,111 - 1 1;1,1 � RECOIiEC7 1-61.00 _1 li l'ao 1 1 1'� 1� 1111 -, it i'ili; - \ COVER l_ 1 1 1 1 'i (�►gJlo�1A0 6 MnL7MTI0N BASIN 1, aje 1r4,41 1 1 I�b Ii Y!S 7E C-1M1w 1 1 1 17 UM17 uNns 1 rLOE LDMO l 1; • 'I',',',' 1 ,1, .R.OI il;I�1 II I 1 1,1111 ffffff��.��. I ,',1 •Xl6' I11,1,1 i t�'I' 1�I It YM Od116A i' _ _ ---��__ h61.00 ' • �I aJ ;,;1,1 ; Y• • 1,1 -16 �Il�lli � 1 3 � %%/%/// 1 /i:. IL .eeA6 I ICU ^ �+ G 26 le 13WWOr LVL ',�,' 1 . I 2�D 1 �- t427 as Qi ,7 4� I •L0.' , '` 1 • II[0016■Cf 16•D.L C .1600 1 - LOW 4' 'L e l - 23 i _ 1 ■ ■ ; - ■ IV.-5100 • �1RANgOR1■,R PAD _Me f l - - �- f r i-S7.00 -MA - R-1 fM1.00 R E=60'A7?• �1 ',✓`, O aej =_. �u4 r I-6Lm ■ 6'51-60.00 - k I I -� a77< i■D _16 TO 't= ROOP Ell ,.J == - eIlk, } 7 eee � r' b , lk c {- E==_ . Field density test#3 �' t7 W n7 Elev.: T.O.G.B. N 1-e7.70 a gravel base Field density test# 0 60'.72' ompaction: 97.1% •n Elev.: T.O.G.B. kREA ' a �7.61.00n, A16A ravel base -ni0 1-eaeo 7 -- wA P v A -compaction: 96.8/o F' n - `i6L Excavation & >�+?ld installation of Field density test#1 emporary Elev.: T.O.G.B. electrical service '=' -� ! gravel base 1:,QAe -ml :F ) a compaction: 99.7°/D `6;.7 Ir1m•Kt r TEE -Xe1 1 I _-61r CV 27 1� - LIT5RlchardsonLane JOB NAME: Stop & Shop Cotuit Landing DRAWN BY: John Kielty FIELD SKETCH WEST Stoneham,MA02180 PROJECT NO: DATE: 03-11-2002 � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 03/11/2002 Report No. 1 Barnstable Building Department Job Number 7458 < Attn: Michael Trott Project Stop & Shop-Landing Retail A-Cotuit MA 200 Main Street Contractor Kay Construction Co. Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix .ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3500# 3/4" * I No. Of Sets: 1 CUBIC YARDS: 28 SET" 1 LOCATION: Slab On Grade Column Line 8.5 at L-H Total ' Unit' Slump(in.) 4 Lab Size, Area Date Date 'Age Load Load Fracture Air Temp.(F.) 33 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 72 P213 6 x 12 28.27 Good 03/11/2002 03/18/2002 7 95,000 3,360 3 Truck No. 58 P214 6 x 12 28.27 Good 03/11/2002 04/08/2002 28 145,000 5,130 2 Ticket No. 19195 P215 6 x 12 28.27 Good 03/11/2002 04/08/2002 28 146,000 5,160 3 Time 8:45 P216 6 x 12 28.27 Good 03/11/2002 04/08/2002 28 148,000 5,240 2 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: & 1% Polarset. Fiber Mesh. Inspector Premium 'Travel Name Time Hours Time Al Sharpe No Max Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar Cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/11/2002 Report No. 7 Barnstable Building Department Job Number 7458 Attn: Michael Trott Project Stop & Shop-Landing Retail A-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Co. WEATHER: Partly sunny, 35 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction and perform field density tests EQUIPMENT: Small plate compactor, jumping jack compactor TEST METHOD: ❑X Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Maximum Field Test Percent Dry Dry Percent Elevation No. `Moisture Density Density Compaction Location (Feet) 1 7.5 121.6 120.7 99.3 See sketch Bottom of slab 2 6.41 121.61 116.51 95.9 " 3 7.5' 121.E 1,221.0 99.8 a OBSERVATIONS: Compaction of sub-slab fill at interior of Retail Building "A" continued using 4-6 overlapping coverages with a small plate compactor to densify previously placed and compacted sub-slab fill, consisting of F-M sand, travel F gravel, trace silt. A jumping jack compactor was utilized to perform compaction within north to south plumbing trench. Three field density tests were performed at bottom of slab elevation in accordance with ASTM D1556 using the sand cone method. Test results exceeded 95% of the modified proctor ASTM D1557. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty.. No REVIEWED BY: Chuck Fraser Of Massachusetts -The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 0 3/11/2 0 0 2 Report No. 7 Barnstable Building Department Job Number 7458 Attn: Michael Trott Project Stop & Shop-Landing Retail A-Cotuit MA 200 ,Main Street Hyannis, MA' 02601 Contractor Kay Construction Co. cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard COMPACTION CONTROL SUMMARY Optimum Field o Test Max Dry Field Dry /o No. Date Location Elev Soil Description Moisture Moisture Density Density Compaction Content Content 1 03/11/02 See Sketch B.O.S. FM sand, trace F gravel, trace silt 8.4 7.5 121.6 120.76 99.3 2 B.O.S. FM sand, trace F gravel, trace silt 8.4 6.4 121.6 116.56 95.9 3 B.O.S. FM sand, trace F gravel, trace silt 8.4 7.5 121.6 121.31 99.8 Note: B.O.S. = bottom of slab s UTS "The Construction Testing People 'yr Pro ect No.: 5 Richardson Lane 1 Stoneham,MA 02180 Inspector: John Kielty Project Name: Stop& Shop Building A 03-11-02.x1s oopu- GAS METER 2 GALField density test GREASA TRAF#3 F �Elev.: B.O.S. compaction:99.8% 4 AND - nTING SL2 m3kjo 3 N /�Cj-)ONS Field density test#1 t Elev.: B.O.S. compaction:99.3% —0-30 S6 rea of previously do compacted fill A. PR07ECT LSZR GAS AND S T= Field density test#2 J . O.S. Elev.: B. compaction: 95.9% FIELD SKETCH RETAIL BUILDING "All 5 Ri hardson Lane JOB NAME: Stop & Shop Retail Bldg "A" DRAWN BY: John Kielty uTsston'eham.MA 02180 PROJECT NO: DATE: 03-11-2002 Of Massachusetts 'The Construction Testing People' 0 Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/11/2002 Report No. 5 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA -200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 PSI -No. Of Sets: 3 SET 1 LOCATION: Wall: 1211 C.M.U. Rear To Right Elevation Column Line A.5-BA at 7.0 12th-15th Course. Total Unit Air Temp.(F.) 40 Lab Size Area Date Date Age Load Load. Mortar Temp(F) 56 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:30 P081 2 x 2 x 2 4.00 Good 03/11/2002 03/18/2002 7 7,200 1,800 P082 2 x 2 x 2 4.00 Good 1 03/11/2002 04/08/2002 1 28 10,200 1 2,550 P083 2 x 2 x 2 4.00 Good 1 03/11/2002 104/08/2002, 28 1 10,100 1 2,530 SET 2 LOCATION: Wall: 12" C.M.U. Rear To Right Elevation A.5-BA at 7.0 16th Course To Bond Beam. Total Unit Air Temp. (F.) 43 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition', Cast Tested Days (Ibs.) - (psi.) Time 2:00 P084 2 x 2 x 2 4.00 Good 03/11/2002 03/18/2002 7 7,100 1,780 P085 2 x 2 x 2 4.00 Good 1 03/11/2002 1 04/08/2002 1 28 9,600 2,400 P086 2 x 2 x 2 4.00 Good 03/11/2002 04/08/2002 28 9,800 EE SET 3 LOCATION: Wall: 12" C.M.U. Right Elevation Column Line 7 at B.A-F, 8th-10th Course. Total Unit Air Temp.(F.) 143 Lab Size Area Date Date Age Load Load Mortar Temp(F) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:30 P087 2 x 2 x 2 4.00 Good 03/11/2002 03/18/2002 7 6,800 1,700 P088 1 2 x 2 x 2 4.00 1 Good 1 03/11/2002 1 04/08/2002 1 28 1 9,200 2-300 P089 1 2 x 2 x 2 4.00 Good 03/11/2002 04/08/2002 28 9,400 2,350 GENERAL REMARKS: Inspector Premium Travel Name - Time Hours Time P. Viscione No Of massachus•etts: 'The Construction Testing People" Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 0 3/11/2 0 02 Report No. 5 Barnstable Building Department Job Number 7404 •,ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200,, Main Street Contractor Kay Construction Corp - Hyannis, MA 02601 Concrete Co. onsite Mix .REVIEWED BY: Steven ,T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Q . Of Massachusetts - 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 0 3/13/2 0 0 2 Report No. 8 Job Number 7466 Barnstable Building Department Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction K WEATHER: Fog/rain, 45 degrees .TIME: 7 : 00• AM CONTACT: Bob Cunningham from' Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 330L excavator, 10 wheel dumps, ASV 4810 tracked skid-steer TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of utility duct banks continued, using a Cat 330L excavator, to the proposed elevation at-bottom of trench exposing natural sand deposits which received a smooth bucket finish to densify any disturbed soils. Placement of 3000 PSI concrete encasement of installed duct bank conduit continued. Backfilling over concrete was performed using Cat 330L excavator to place and bucket compact previously excavated materials, followed by distribution and depressing of placement using an ASV 4810 tracked skid-steer. No further compaction efforts performed this date. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to -departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser CC:" Stop.&.Shop'Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction'Corporation' Attn: Michael Collentro Landry Architects, Attn: Dave Campbell ` Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard O J « w REwoVE Ex1STING 10' PLUG AND /rxE'x12' TEE m _CONNECT VOSTING 10' WATER 2- 12- GV UAW To NEW 12' WATER MAIN LLL 1rx10'INCREASER Q 1 - 12'GVON CENmeVILLE—OSTExauE SIDE REMOVE COSTING T PLUG AND CONNECT COSTING 9' WATER MAIN To NEW 12' WATER MAIN 1 10p 711 2-1r w Tq, T� eriz e H 12 NSTAR NE-17B MH 659/070 w1 ."�.• - - -- - - - - Concrete encasement �'% Excavation and V and backfilling of utility ` installation of utility �- duct bank continues. I uct bank continues. Q )OMA PERF SEPARATE oFF-St t'•. 1j IMPROVEMENTs CONTR CY ji ID 11A A� .� !• j{ a� I i (( AT&T MH ~~. ._—_._.......--• _ .. ^,_ � i wA�Tuw��.� �--•.... l yr 1 r — i S 1 APPROXIMATE OMIT OF TO BE PERFORMED LIN A _ SEPARATE OFF—SIT 1 I IMPROVEMENTS CONTRACT NSTAR NE-178 � n fl =>we < MH 659/010 N 0 40 6o SCALE IN FEET 5 Richardson Lane T Stoneham•MA02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH PROJECT NO: DATE: 03-13-2002 Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/13/2002 Report No. 9 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay construction WEATHER: Fog/rain, 45 degrees _TIME: 7 : 00 AM }CONTACT: Bob Cunningham from ,Kay Construction - - PURPOSE: Observe earthwork construction EQUIPMENT: Cat 330L excavator, Cat 950g loader, Zip-It AZ-480 asphalt zipper, Cat 436C backhoe, Bomag Supra heavy plate compactor, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer, OBSERVATIONS: Excavation and installation of water gate valve was performed at east end of site using a Cat 330L excavator to existing water line elevation exposing natural sand deposits. Upon installation of gas valve, excavated materials were placed and bucket compacted in 12"-18:' lifts using Cat 436C backhoe, . followed by 4-6 overlapping coverages of small plate compactor to depress placement to resistance. Grading and compacting of sidewalk area at south side of Building "H" was performed using a Cat 436C backhoe to evenly distribute existing sand gravel fill to the proposed elevation at bottom of sidewalk, followed by 4-6 overlapping coverages of Bomag Supra heavy plate compactor to densify fill. Grading and compaction efforts are ongoing. Pulverization of existing bituminous concrete pavement was performed along curb line using a Zip-1t AZ- 480 asphalt zipper attached to Cat 950G loader to cut and grind in place. A field sketch is enclosed for review. These-observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No k REVIEWED BY: Chuck Fraser L ' Of Massachusetts 'The Construction Testing P eoptei Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-4,38-6216(Fax) Soil Inspection Report Report Date 0 3/13/2 0 0 2 Report No. 9 Job Number 7465 Barnstable Building Department Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction cc: Stop & Shop Supermarket.' Attn: Dan Donahue t Stop & Shop Supermarket'. Attn;; Arthur Joubert Construction Corpooration - Attn: ., Michael Collentro ' Landry Architects I Attn: Dave.Campbell ` Vanasse Hangen Brustlin, Inc. 'Attn: Steve Chouinard r R LAID"Dv� See Field Sketch We :30 UA)NTAIN AND PROTECT .3 -34 COSTING$ERCe$ STATM UTW PUM 20 MAINTAIN AND PROTECT E)QST%WC GREASE TRAP -W,tW IJAw 1.7W,/ ne 17-43'BEND WSTALL i To 0 VALVE V M a OCATE ZiN Low 1 FWIq HYDRANT RKPI, rA HYDRANT up Orr J 1;IQ,umrm UN ST V fo -no rA.AND PROTECT W C�m RECONNECT am SSEWER C04TV 3 X r WIERCT No C= TO '40 CY dr I e4 CONNE• ROOF DRMN TO WIN DO�.LVL I RD(tO UNE : .. D asARv 7, -q4 Sidewalk subsurface 12 ALIrTsv preparations begin. Lo WI Grading and co W paction of existing gr and gravelfill /14. X. =W172, Poo RESERW Excavation an Z, VE AJRW"A®ro -1.6ago d • AREA DWINC.MS.TO installation of water AU -------W-- K REISOVED(TV) gate valve No OFARTRI3 11rcL) W AND PROTEV Ir- -or* ISD W -—-—-—-—-- --—-—- -—- .we _Ira .86' 0 0PR A VALLO RffAL SE TAIN AND Vrf FFE-57.7. 1 24 10 11A L 2WdV Moo 23 ............... WrAIL C ............. ........ Afi0A•:'A2 CFRM IFA . .................. ..... . 025T'NO u7L'TY 8538 .......... See Field Sketch 5 RIChardson Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John Kielty UTS Stoneham,MA 02180 PROJECT NO: DATE: 03-13-2002 FIELD SKETCH EAST Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/12/2002 Report No. 7 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street 'Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy/rain, 43 degrees TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 950G loader, Cat 436C backhoe, Cat 330L excavator, 10 wheel dumps, Cat D4C dozer, ASV 4810 tracked skid-steer TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of utility duct banks continued using a Cat 330L excavator and Cat 436C backhoe to the proposed elevation at bottom of trench exposing natural sand deposits, which received a smooth bucket finish to densify any disturbed soils. Placement of 3000 PSI concrete encasement of installed duct bank conduit continued. Backfilling over concrete was performed using Cat 330L excavator to place and bucket compact previously excavated materials, followed by distribution and depressing of placement using a Cat D4C dozer and ASV 4810 tracked skid-steer. No further compaction efforts performed this date. A portion of topsoil excavated from duct bank trenching was segregated and transported to Building "F" for re-use as common ordinary fill (see "Stop & Shop Cotuit Landing" report dated 3/12/02) . Filling and grading operations are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time, Hours Time J. Kielty No REVIEWED BY: Chuck Fraser Of Massachusetts -The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/12/2002 Report No. 7 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis MA 02601 Contractor Kay Construction �. cc: Stop & Shop Supermarket Attn': Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard 0 —j RE14OVE EXIS101G 10' PLUG AND 12'X[rXI2' TEE Ld CONNECT EX*TING IT WATER 2— 12- GV Cn MAN TO NEW 12'WATER MAIN t -5.57-- jl- I 2x10'*$CREASER I — 12'GV ON CENTERVUE—OSTERVILLE WE a REVIVE EXISTING 117 PLUG AND CONNIECT EX ISMG 18r' WATER MAIN TO NEW 12' WATER MAIN I— Lax CLL--- Y- ROM SEIPLCY 2 'M eriZ '--- . r4H NSTAR NE-17B MH 6591070 Iam LLI 7- LLJ — — — - - — — — — Backfilling and -T-concrete encasement— Excavation and grading of utility duct of utility duct bank installation of utility bank continues. continues. < uct bank continues. XIMA PERF SEPARATE OFF-SI A IMPROVEMENTS CONTR 10 j\P 1-- -1 • 67.7 24 'A 23 &T MH FEW` C - - - - - -- -- - - - - -110-AP) S APPROXIMATE LIMIT OF TO BE PERFORMED UN A SEPARATE OFF-SI NSTAR NE-17B IMPROVEMENTS CON CT MH 659/010 N S 0 40 so SCALE IN FEET UTS5 Richardson Lane Stoneham,MA 02180 JOB NAME: Stop & Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH PROJECT NO: DATE: 03-12-2002 Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/11/2002 Report No. 6 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street ,Hyannis, MA 02601 Contractor Kay Construction WEATHER: Partly sunny, 35 degrees .°TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 95OG loader, Cat 330L excavator, Gradall XL 5100 excavator, 10 wheel dump, Cat D4C dozer TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of utility duct banks continued using-a Cat 330L excavator to the proposed elevation at bottom of trench exposing natural sand deposits, which received a smooth bucket finish to densify any disturbed soils. Placement of 3000 PSI concrete encasement of installed duct bank conduit continued. Backfilling over concrete was performed using a Cat 330L excavator to place and bucket compact previously excavated materials, followed by distribution and depressing of placement using a Cat D4C dozer. No further compaction efforts performed this date. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel 7 Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue i' Stop & Shop'Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard r O f M W 1 REMOVE oasnNG 10* Pwc AND 12'x8'x12' TIT m CONNECT EWSTING 10• WATER 2- 12- GV MAIN TD NEW 12' WATER MAIN LL_�1 --- ----- — — — trx1O'INCREASER Q 1 - 12' GVON CENTERNLLE-OSTER)A LE sDE REMOVE EXISTING 8' PLUG AND CONNECT EXISTING 6' WATER s MAIN TO NEW 12' WATER MAR+ of TER NSTAR NE-17B i MH 6591070 w ILL, — — Ir - - - - - - - - - - � — i— ` j oncrete encasement, � Excavation and " backfilling and grading I installation of utility Q of utility duct bank duct bank continues. continues. kPPROXIMATE 0 BE PERF SEPARATE OFF-S! IMPROVETdENTS CONTR yy r ••W we�.�e' 'iR . 10 11A O1 PA 24 23Mf0 ------- AT&T MH Qom. 1 :ao ? - -- ETC S .N 1 APPROXIMATE LIMIT OF TO BE PERFORMED.UN A SEPARATE OFF-S1 NSTAR NE-176 IMPROVEMENTS CON CT � o a.e MH 659/010 N S 0 40 Bo SCALE IN FEET T5 Richardson Lane Stoneham,MA02180 JOB NAME: Stop 81 Shop Rte 28 Improvements DRAWN BY: John Kielty FIELD SKETCH PROJECT NO: DATE: 03-11-2002 Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 03/11/2002 Report No. 1 Barnstable Building Department Job Number 7458 Attn: Michael Trott Project Stop & Shop-Landing Retail A-Cotuit MA 200 Main Street Contractor Kay Construction Co. Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3500# 3/411 No. Of Sets: 1 CUBIC YARDS: 28 SET 1 LOCATION: Slab On Grade Column Line 8.5 at L-H Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 33 No. (in.) (sq. in.) Condition, Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 72 P213 6 x 12 28.27 Good 03/11/2002 03/18/2002 7 95,000 3,360 3 Truck No. 58 P214 6 x 12 28.27 Good 03/11/2002 04/08/2002 28 Ticket No. 19195 P215 6 x 12 28.27 Good 03/11/2002 04/08/2002 28 8 Time :45 P216 6 x 12 28.27 Good 03/11/2002 04/08/2002 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: , & 1% Polarset. Fiber Mesh. Inspector Premium "' Travel ` Name Time Hours Time Al Sharpe No Max Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES I (1) Cone (2) Cone and Split (3)Cone and Shear (4)Shear (5)Columnar ( cc: r_ �.-.Stop_& Shop Supermarket Attn: Dan Donahue Stop_&, Shop Supermarket Attn: Arthur Joubert ` Kay Construction Corp. r Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard - .Cape Cod Ready Mix 'Attn: Jay Pleva Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) 0 Compressive Strength Report - Concrete Report Date 0 3/11/2 0 0 2 Report No. 1 Barnstable Building Department Job Number 7458 Attn: Michael Trott Project Stop & Shop-Landing Retail A-Cotuit MA 200 Main Street Contractor Kay Construction Co. Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: Slab On-Grade Column Line 8.5 at L-H Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑X Other Other: Power Screed Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field Other In Building Placement Protection: [-]Thermal Blankets ❑X Heat ❑ None ❑ Other In Building Slump Specification (in.) 3-5 Number of slumps out of specification reported to If rejected Approved by Remarks: All trucks over 90 minutes approved by Bob Cunningham of Kay Construction. i r Of rassachusetts hu, "The CoM"C"On Testy ' �' �� Page # DAILY REPORT OF CONCRETE POUR PROJECT NAME: PROJECT NO.: DATE: 3 _ //" d a AIR TEMP.: �32 v TOTAL YARDS: C2 e LOCATION OF POUR: g, S� �a L -- Load & Slump Batching Batching Time In Yards Concrete % of Ticket # No. of Truck # Inches I In Out Minutes Temp. Air ; Cylinders 19'S,7 �o I I i I I I I i I I i INSPECTOR://_ REMARKS: 5 Richardson lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 'The CoAM FWD;on T:est�ng P eopfe'` Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216,(Fax) Compressive Strength Report - Grout Report Date 03/08/2002 Report No. _ l Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 cotuit, MA 200 Main Street Contractor - Kay Construction Corp Hyannis; MA; 026.01 Con cr'eteCo: Cape.Cod Ready Mix ALL-FIELDaTESTS DONE ACCORDING'TO ASTM: c-476 C-1019_-c-1064 C-143 ALL-COMPRESSIVE STRENGTH'TESTS DONE.ACCORDING TO ASTM... C-39 C-617 ``CLASS GROUT: 3500# Grout No. Of Sets: 1 SET 1 LOCATION: Wall: 1st low; lift 12" C.M.U. from column- line A5.70 to 7F Slump(in.) 9 , fix asu � Total Unit n Lab Siie , Area� � �� rDate , :Date Age. Loads Load�� AirTem F. 43 No (fin j (q m j C;ndit�o� Cast Tested ji Da s¢ Ibsy sib P( ) Y t ( �) "i F_), Grout Temp(F.) 70 P090 3 x 3 x 6 9.00 Good 03/08/2002 03/15/2002 7 26,000 2,890 Truck No. 63 P091 3 x 3 x 6 9.00 Good 03/08/2002 04/05/2002 28. 39,000 4,330 [Tilet N0. - 19175 P092 3 x,3 x 6 9.00 Good. 03/08/2002 04/05/2002 28 42,000 4,670e 12:00 P093 3 x 3 x 6 9.00 Good 03/08/2002 04/05/20.02 28 43,500 4,830 GENERAL REMARKS: �j � �. Inspector � . Premium �� Travel ` : a Name" s rs Time tibu�r,sE Time x .• P. Viscione No , REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro .Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve .Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva - T :f.;M;asSachukit AM 'The Constlructipti T:e9,th P;e:ople" �. Page 1 5 Richardson Lane,Stoneham, MA 02180 781438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Mortar Report Date ' 03/08/2002' Report No. 4 ' , 'Barnstable Building Department Job Number 74014 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA r 200 Main Street Contractor Kay Construction-Corp " Hyannis; MA.•02601 Concrete Co. Ohsi,te Mix ALL^FIEL'D TESTSZONE ACCORDING TO-ASTM: C-1064 C-270 ,�ALL,COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 7' CLASS"MORTAR: Type S" 1800 PSi No. Of Sets: 4 SET 1 LOCATION: Wall: 12" C.M.U. Right Elevation Column Line 7 at B.A-F, 7th-8th Course N%b Un t o Air Temp.(F.) 42 ,Lab - Size Area z Date Date' AgeLoad fi Mortar Temp.(F) 45(in),R (sq fin) .Condition Cam sty Tested Days (psi.). Time 8:30 P069 2 x 2 x 2 4.00 Good 03/08/2002 03/15/2002 7 6,400 1,600 P070 2 x 2 x 2 4.00 Good 03/08/2002 04/05/2002 28 7;600 1,900 P071 2 x 2 x 2 4.00 Good 03/08/20,02 04/05/2002 28 7,900 1,980' SET 2 LOCATION: Wall: 12" C.M.U. Loading Dock, Area Column Line B at A 1st 8 Courses Total Unit Air Temp. (F.) 4 3 abf Size :K „ Areal r Dater Date %1gei Load#N Load Mortar Temp(F) 44 ,(in) ;y (sg m) Condit�on Cast' x Tested Days (Lbs) (ps.) Time 11:00 P072 2 x 2 x 2 4.00 Good` 03/08/2002 03/15/2002 7 6,200 1,550' P073 2 x 2 x 2 9.00 Good 03/08/2D02 09/OS/2002: 28 7,500 1,880 P079 2 x 2 x 2 4.00 Good 03/08/2002 44/05/2002 28 7,700 1,930 SET 3 LOCATION: Wall: 12" C.M.U.' Rear Elevation'"Column Line a at.5-7.0 to 22,8" "Past Column Line 7, 9th-llth Course. r � alP61 nity z�n Air Temp. (F.) 47 Lab Siie Area - Date Date Agee Loadad Mortar Temp(F) 46 No (m) (sqm) Condition Gast Tested Days" (41bs.) i:.) Time 2:00 P075 2 x 2 x 2 4.00:1 Good 03/08/2002 03/15/2002 ' 7 6,300 P076 2 x 2 x 2 1 4.00'1 Good 1 03/08/2002 04/05/2002 1 28 7,200" 1,800 P077 2 x 2 x 2 4.00. Good 03/08/2002 ; 04/05/2002 28 7,400 1 1,850 SET "4LOCATION: Wall: 12" C.M.U. Right Elevation Column Line A at B.A and Receiving Area t , i Ossac Uke"Its a�stuect�oln T.:est�rig People' {_ Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date o3/08/2002 Report No. 4 Barnstable Building Department Job Number 7404 ATtnc Mitchell Trott Project . Stop & Shop store #66 - cotuit, MA 200 Main Street Contractor Kay Construction Corp ' Hyannis; MA 02601 - Concrete Co. Onsite Mix ,TotalpOAir Temp.(F.) 48 ize Area Date Date Age;' Load Mortar Temp(F) 47 ested Days (Ibs) Time 3:30 P078 2 x 2 x 2 4.00 Good 03/08/2002 03/15/2002 7 6,500 1,630 P079 2 x 2 x 2 4.00 Good 03/08/2002 04/05/2002 28 7,600 1 1,900 P080 2 x 2 x 2 4.00 Good 03/08/2002 04/05/2002 28 7,300 1,830 GENERAL REMARKS: Inspector � � Premium Travel. q. �* r r, Name ,gy,� ��f � � `% Time. Hours aa. T�m� < IP P. Viscione No REVIEWED BY: Steven T. Crabtree J cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Erustlin Inc Attn: Steve Chouinard . 'Cape Cod Ready Mix-, Inc. Attn: Jay Pleva r 4 Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/07/2002 Report No. 2 Barnstable Building Department Job Number. 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 ., Concrete Co. Onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type 'IS" 1800 PSI I No. Of Sets: 4 SET 1 LOCATION: Wall: 12" C.M.U. Rear Elevation Column Line A.5 at 7.0 to 2218" past 7.0 on the 4th-8th Course. Total Unit Air Temp.(F.) 50 Lab Size Area Date Date Age Load Load Mortar Temp(F) 52 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 8:30 N411 2 x 2 x 2 4.00 Good 03/07/2002 03/14/2002 7 5,800 1,450 N412 2 x 2 x 2 4.00 Good 03/07/2002 04/04/2002 28 7,600 1,900 N413 1 2 x 2 x 2 4.00 Good 03/07/2002 04/04/2002 1 28 1 7,400 1,850 SET 2 LOCATION: Walls: Right elevation Column Line A at B.A on the 4th-8th Course. Total Unit Air Temp. (F.) 55 Lab Size Area Date Date Age Load Load Mortar Temp(F) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:00 N414 2 x 2 x 2 4.00 Good 03/07/2002 03/14/2002 7 5,900 1,480 N415 1 2 x 2 x 2 4.00 1 Good 1 03/07/2002 04/04/2002 28 7,800 1,950 N416 1 2 x 2 x 2 4.00 Good 1 03/07/2002 04/04/2002 1 28 7,800 1,950 SET 3 LOCATION: Wall: 1211C.M.U. Right Elevation Column Line 7 B at A-F 1st 3 Courses Total Unit Air Temp. (F.) 60 Lab Size Area Date Date Age Load Load Mortar Temp(F) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 2:00 N417 2 x 2 x 2 4.00 Good 03/07/2002 03/14/2002 7 6,100 1,530 N418 2 x 2 x 2 4.00 Good 03/07/2002 04/04/2002 28 7,400 1,850 N419 2 x 2 x 2 4.00 Good 03/07/2002 04/04/2002 1 28 1 7,500 1 1,880 SET 4 LOCATION: 12" C.M.U. Right elevation Column Line 7 13 at A-F 4th-6th Courses Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/07/2002 Report No. 2 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix Total, Unit Air Temp. (F.) 160 Lab Size Area Date _� Date'° Age s- Load toad MortarTemp(F) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:30 N420 2 x 2 x 2 4.00 Good 03/07/2002 03/14/2002 7 6,000 1,500 N421 2 x 2 x 2 4.00 Good 1 03/07/2002 1 04/04/2002 1 28 1 7,400 1,850 N422 2 x 2 x 2 4.00 Good 03/07/2002 04/04/2002 28 7,600 1,900 / GENERAL REMARKS: Inspector.., Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro • Landry Architects Attn: Dave Campbell Vanasse Hangen Erustlir. Inc Attn.:•Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva r r �l Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report Concrete Report Date 03/06/2002 Report No. 38 Barnstable Building Department Job Number 7404 h ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 30004 .3 f4 V NoTOf Sets:` 1-CUBIC YARDS: 8 SET 1 LOCATION: Pier: Building # F Pier Column line F.B at 6.25 Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 49 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 63 N990 6 x 12 28.27 Good 03/06/2002 03/13/2002 7 71,000 2,510 4 Truck No. 55 N991 6 x 12 28.27 Good 03/06/2002 04/03/2002 28 120,000 4,240 3 Ticket No. 19135 N992 6 x 12 28.27 Good 03/06/2002 04/03/2002 28 123,000 4,350 2 Time 1:20 N993 6 x 12 28.27 Good 03/06/2002 04/03/2002, 28 121,000 4,280 3 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: - Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree _ FRACTURE TYPES 1 (1)Cone (2) Cone and Split (3)Cone and Shear (4)Shear (5) Columnar cc: '. Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro. Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc... Attn: Steve Chouinard - Cape Cod Ready Mix, Inc. Attn: Jay Pleva i Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/06/2002 Report No. 3 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type "s" 1800 PSI No. Of Sets: 2 SET 1 LOCATION: walls: 12" C.M.U. Rear Elevation Column Line A5 at 7.0 Extending 22' Past Column Line 7.0 on the 1st 3 Courses Total Unit Air Temp. (F.) 44 Lab Size Area Date Date Age Load Load Mortar Temp(F) 46 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 2:3 0 N423 2 x 2 x 2 4.00 Good 03/06/2002 03/13/2002 7 6,200 1,550 N424 2 x 2 x 2 4.00 Good 03/06/2002 04/03/2002 28 1 8,200 N425 2 x 2 x 2 4.00 Good 03/06/2002 04/03/2002 28 8,600La SET 2 LOCATION: walls: 12" C.M.U. Right Elevation Column Line A at B.A 1st 3 Courses Total Unit Air Temp. (F.) 46 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 4:00 N426 2 x 2 x 2 4.00 Good 03/06/2002 03/13/2002 7 6,700 1,680 N427 2 x 2 x 2 1 4.00 1 Good 03/06/2002 1 04/03/2002 28 1 9,200 2,300 N428 2 x 2 x 2 4.00 Good 03/06/2002 04/03/2002 28 1 9,300 2,330 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/11/2002 Report No. 5 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type ',s„ 1.800 PSI NO. Of Sets: 3 SET 1 LOCATION: wall: 12" C.M.U. Rear To Right Elevation Column Line A.5-BA at 7.0 12th-15th Course. Total Unit Air Temp. (F.) 40 Lab Size Area Date Date Age Load Load Mortar Temp(F) 56 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 11:30 P081 2 x 2 x 2 4.00 Good 03/11/2002 03/18/2002 7 7,200 1,800 P082 2 x 2 x 2 4.00 Good 03/11/2002 04/08/2002 28 P083 1 2 x 2 x 2 4.00 Good 1 03/11/2002 04/08/2002 28 SET 2 LOCATION: wall: 12" C.M.U. Rear To Right Elevation A.5-BA at 7.0 16th Course To Bond Beam. Total Unit Air Temp. (F.) 43 Lab Size Area Date Date Age Load Load Mortar Temp(F) 50 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 2:00 P084 2 x 2 x 2 4.00 Good 03/11/2002 03/18/2002 7 7,100 1,780 P085 2 x 2 x 2 4.00 Good 03/11/2002 04/08/2002 1 28 P086 2 x 2 x 2 1 4.00 Good 1 03/11/2002 04/08/2002 1 28 SET 3 LOCATION: wall: 12" C.M.U. Right Elevation Column Line 7 at B.A-F, 8th-loth Course. Total Unit Air Temp. (F.) 43 Lab Size Area Date Date Age Load Load Mortar Temp(F) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 3:30 P087 2 x 2 x 2 4.00 Good 03/11/2002 03/18/2002 7 6,800 1,700 P088 2 x 2 x 2 4.00 Good 03/11/2002 04/08/2002 28 P089 j 2 x 2 x 2 j 4.00 1 Good 1 03/11/2002 1 04/08/2002 1 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No i Of Massachusetts -The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 03/11/2002 Report No. 5 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. onsite Mix .REVIEWED BY: Steven T. Crabtree Cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop &Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/06/2002 Report No. 6 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Cloudy, 40 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 950G loader, Zip-It AZ480 asphalt zipper, Cat 330L excavator, Bomag Supra heavy plate compactor, Hypac VR20 single drum vibratory roller, Cat 302 .5 mini-excavator, Cat GR16 grader TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE:• ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of water and drain pipe and structures was performed at retail parking area using a Cat 330L excavator to the proposed elevations exposing natural sand deposits at bottom of trenches, which received a smooth bucket finish to densify disturbed soils. Existing bituminous concrete pavement was cut and ground in place along trench lines using a Zip-It AZ480 asphalt zipper attached to Cat 95OG loader. Upon installation of precast structures and drain pipe, backfilling was performed using Cat 330L to place and bucket compact excavated materials consisting of F-M-C sand, little gravel, little silt, followed by 4-6 overlapping coverages with the Bomag Supra heavy plate compactor. Final lift placement and grading was performed using a Cat 95OG loader and Cat GR16 grader to evenly distribute and depress placement to resistance followed by 4-6 overlapping coverages by the Hypac VR20 single drum vibratory roller to densify placement. All previously backfilled trenches in retail parking area received 4-6 overlapping coverages by the Hypac VR20 single drum vibratory roller r. .to densify previously depressed placement. :A field sketch"is enclosed for' review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium- Travel Name Time Hours Time J. Kielty No ° Of Massachusetts The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/06/2002 Report No. 6 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction -REVIEWED BY: Chuck Fraser CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard See Field Sketch We VU 4 D -3 EASTINO SEANCES STATE Im PWFS C-4 CQ�/- .ALt MAINTAIN AND %-PROTECT Va —.A NSTALL 17.- AND NECT TO ./z RELOCATERELOCATEDO WATER UNE tr r T A. T a "WS ANsm 7.Pr. acu"or 12*MINIVE11 _K -4 4''PI. AIN AND 71 PROTECT"Srwtgo C��"S= RECONNECT SEND C04TE11 1. SEPIX IS,— No Sr"31 To simm-IL—A/ C V, R[TAL A AND PROTECT a, A I a"1W CONK ROOF DRAIN To WITH Cj:D I RD�WWER-4&�y TO 24'D Lac .2 3 be :-Excavation an installation of drain ......... pipe and structures '2 W IT 2 IN ALL LU 14 8 601.7y Z AND TyP.) ' RESERK ( AREA WE STAU AFIEA -PLJJG rtr) A r LOXC.� 02STWO CONNEICTION AND J mv a'rAT TARK N A ab L I FETA III APPF=NAT( W, Pry M6TA "N—EE—STWOU, 'r FRAL RUTY CMWNECTKN� 24 10 11A Excavation and nstallation of water ZI), 23 . ......... ..... 12 ipe FETAJL C Alffj'!'M lwDt C IA35 VA See Field Sketch 5 Rchardson Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John KieltyFIELD' SKETCH EAST UTS Stoneham,MA 02180 PROJECT-NO: DATE: 03-06-2002 I Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 03/05/2002 . Report No. 37 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS DOW ACCORDING TO ASTM: 3 9 CLASS CONCRETE: 3000# 3/411 " �No. Of Sets: 1 CUBIC YARDS: 8 - SET 1 LOCATION: Footing: Building "F" Pier Footings Column Line F.B at 6.6 Total Unit Slump(in.) 3 3/4" Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 35 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 59 N351 6 x 12 28.27 Good 03/05/2002 03/12/2002 7 86,000 3,040 2 Truck No. 59 N352 6 x 12 28.27 Good 03/05/2002 04/02/2002 28 145,000 5,130 3 Ticket No. 19119 N353 6 x 12 28.27 Good 1 03/05/2002 1 04/02/2002 28 140,000 4,950 1 2 Time 2:00 N359 6 x 12 28.27 Good 03/05/2002 04/02/2002 28 142,000 5,020 3 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name r y Time Hours Time ; J. Kielty No REVIEWED BY: Steven T. Crabtree I FRACTURE TYPES (1) Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar CC:• ,,Stop & Shop Supermarket Co Attn: Dan Donahue '�' °` •�' . -"-Stop & Shop Supermarket Co Attn: Arthur Joubert -Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 CONCRETE INSPECTION REPORT DATE 03/05/02 1 Barnstable Building Department Job No. UTS 7458 Attn: Michael Trott Project Stop & Shop-Landing Retail A 200 Main Street Contractor Kay Construction Co. Hyannis, MA 02601 Conc . Co. Cape Cod Ready Mix CLASS CONCRETE CUBIC YARDS DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr. Source Coarse Aggr. Source Admixture Brand Name Admixture Brand Name Water Source TEST SAMPLES LOCATION Transportation of '2` sets of blocks cast'`on 03/Ol/02 to the lab for testing. a. Moisture in Sand % PLANT GRADATIONS Moisture in C. Aggr. % F.M. SAND F.M. C.AGGR. No. of Determinations #8 Weights Adjusted to Compensate #100 #4 for Moisture #50 3/8" Sand Color.metric Test #30 1/2" 3/4 11 REMARKS . #8 1� n i INSPECTORS : U T S OF MASSACHUSETTS, INC. Plant- Reviewed Field- W. Silva By: William P. Crabtree _n� i � Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 03/04/2002 Report No. 36 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp , Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix .,, ALL FIELD TESTS-DONE ACCORDING TO ASTM: C-172 .C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-3.9 CLASS CONCRETE: 4000# 3/411 1 No. Of Sets: 1 CUBIC YARDS: 6 SET 1 LOCATION: Wall: Building F Southwest elevator walls Total Unit Slump(in.) 4 3/4 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 34 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 69 N355 6 x 12 28.27 Good 03/04/2002 03/11/2002 7 101,000 3,570 3 Truck No. 65 N356 6 x 12 28.27 Good 03/04/2002 04/01/2002 28 130,000 4,600 2 Ticket No. 19104 N357 6 x 12 28.27 Good 03/04/2002 04/01/2002 28 132,000 4,670 3 Time 2:10 N358 6 x 12 28.27 Good 03/04/2002 04/01/2002 28 133,000 4,700 2 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES , Il `. (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear _ (5)Columnar CC: Stop &'Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert - r ' Kay Construction Corp.- Attn: Michael Collentro ' Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/04/2002 Report No. 49 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street -Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Partly sunny, 38 degrees _TIME: 7 : 00 AM CONTACT: Craig Williamson from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: (2) Cat 436 backhoes, Cat 95OG loader, Cat 446B backhoe, Cat 330L excavator, small plate compactor, Lull, 10 wheel dump TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Backfilling of exterior drain pipe and stairs was performed using a Cat 436C backhoe to place and bucket compact 12"-18" lifts of excavated granular fill and natural sand deposits followed by 4-6 overlapping coverages with a small plate compactor to densify placement. Backfill operations are ongoing. A portion of natural sand deposits excavated during utility structure installations at Rte 28 Improvements were transported to Building "F" for re-use as granular fill (see Stop & Shop Rte 28 Improvements report dated 3/4/02) . Excavation and installation of precast light post bases continued using a Cat 330L excavator to the proposed elevations exposing previously compacted granular fill and/or natural sand deposits which received a smooth bucket finish to densify disturbed soils. Upon placement of structures, a single lift of excavated materials was placed and bucket compacted around base using the Cat 330L excavator to densify placement. Fourteen bases set this date. Excavation and installation of light post electrical conduit began using a Cat 436C backhoe to the proposed elevations exposing previously compacted granular fill and/or natural sand deposits. Upon installation of electrical conduit, a single lift of excavated materials was placed and bucket compacted using backhoe, followed by 3-4 backdragging passes with a backhoe loader to depress placement to resistance. Excavation to bottom of column pier at east exterior of Building "F" was performed using a Cat 330L excavator to the proposed elevations at bottom of footing, exposing previously compacted granular fill, Of Massachusetts. 'The Construction Testing Peopie' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/04/2002 Report No. 49 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp .which received a smooth bucket -finish to densify disturbed soils, followed by 4-6 overlapping coverages with a small plate compactor. A site sketch is enclosed for review. These observations were related to Mr. Williamson prior to departure. .Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard � f y r • 'J i•.. �/ter T -•' :9: \. AppoMMTC L.YT Q WORK TO 0E POQ'QMD See Field Sketch East l:f�m �_ UNDER A SEPARATE WASTEWATER IMAYW04T CONTRACT(HMO) NINO C-18) Y 3-3•PVC ZENON WASTEWATT3R "�"� TREATMENT FACILJTY ` 33.000 &PEi,�MP STAT04 ' Installation of _ �TREATMENT O ((.....::::: :::' �' VALT e i.l precast light post. \ `r r DCWO ,., bases. `'= t STATION ISM PKNPs s :nm a C \. UGE _ n• 10 On j lD/ - 11.000 GAL • YAINTAM APO PROTECT SETTIINO e•PSO — b EMINC CREASE TRAP- i TANK 1 'b _ .aN INSTALL IY-•J'BEND AND CONNECT TO i I ~�"�•s ' T VALVE E10STN0 WATER LINE E >' -w29 -ai9 Ni• )* ---tey — J-----N --e'S--- EJOSTR1�tN'NR:" WT� ,wr'-.•.��--- Jl ram ' I 3-Y PVC \ C - d = FORM MA M Excavation& installation r I R BUILDING 'F' =nm ? . t , f light pole electrical Y---- PROPOSED STOP & SF-K a; 1 -t conduit begins SUPERMARKET. - • ,e.aD ,, �r4•r, , , , «ti rrl'r'i I P P l r 1 14 r — �•-- il'E-eA0 �. - .'Q H r, r r r,, 1~ •? '1��''; 'r, 1 •/% C __ Excavation to /D / �0" - , ,,, �- r _ bottom of column -"° '''''' "' L -a• ,r ,1', - IS r r','ll fal `( T� •nw , Nro footings ' ,1 9 ,0. 1 .Oo ■'�' -.�,''�''i'� ''-1�■I 'I 1e .ir'i�N''i �■ d^ I '�.� ��%/Y _t �y//.• Una WEIRS i'7-... `t) ,.•1 .�-F. 4_. S 1h,. fi:e"f :v. . �• 23 Q 1 !'lIJi7'i :)� 1 'I �i :. .D "C�♦ .nW IY w�✓S•F.J:1'a''._'Ln - Ie .� �T.,y :1 1 trip -wm .yJ`AF �•� '�' L a I JO•L. 1 i �SZD•� I - -SN ,+SS v.r , I �'x-` —•i` :moo1e ti 1 17 34•D 1 L0. 7 1� < I • ES-37 , • y . "EST N e lllE 16•D.L r 0 y.l, S , ., yT. - �,,•w�w'- 1 „15 '.r..x ., ¢:. .,1��ia "i)' ■.. C T :nw OLM .I,. 1 ry.-x00 �A tair&draine i t '{" P P 1 z,z„ I A i 13 __ :I, r -��' backfilling. Typ. �5� �_ v2 E='"''s _w I 1 1 .7 �� Excavation & 1-S7.ao _ , —,,77� 1.n.N en% P. �' 5z — :nw i 1 1 i :,wam I _ <` - nstallation of 4'VEN a ,;r(�' ;=�=== _(� + w7ss = 1 precast light post �. .a. E-22-no -21r.,�`1L•:1, ' � '� L __7, -•° ," ■� 'r4 CIE rIbaSBS COntIr1U@S. - � .. :) ),bases 14 places. CB 7 I,{`r , I s aT T `. W i. /!'I ' "'I U Qi 1 ai no M70:... p •.•C• I -aw ee'.TY .n• )'A �� Se� i��,,, I I eo'.7Y 1 1 -nw `1 RESERVE �e1.00 ...IL �r I-e]00 I:S7�p � �-,-,,-.-w �� ;o� ,o, r,�`- ;;r�• •r�� `.r•�t T �t�� f -'� �� ODb —30'D - ■ C 31 D _ _ _ Aso a wtXv) I / wp A --- Q S-- :ttm -- —_ -----w _ - -----_--_ ` .,e FlFt r J, ., f1M11A FETAL 1 TEE = 13 MR. 11Af'FE 67.7'Ne•R13.E CV _13.OV Q�p -- C-•1 r Lul ram . UTS Stoneham9MA02180 PROJECT-NO p & Shop Cotuit Landing DATE• 0304 2002Kielty FIELD SKETCH WEST Y� � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/04/2002 Report No. 1 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Partly sunny, 38 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, Cat 446B backhoe, Cat 950G loader, Gradall XL-5100 excavator, Cat 446B backhoe, 10 wheel dump TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of .utility structures was performed using a Gradall XL-5100 excavator to the proposed elevations exposing natural sand deposit, which received a smooth bucket finish to densify disturbed soils. A 12 inch lift of 2 inch stone was-placed at bottom of excavation using a Cat 950G loader and was bucket compacted using a Gradall XL-5100 excavator. Upon installation of precast utility structures, backfilling was performed using Gradall XL-5100 excavator to place and bucket compact excavated materials consisting of F-M sand, little F gravel, trace silt, followed by several back-dragging passes with the Cat 950G loader to evenly distribute and depress placement to resistance. Excess onsite natural sand deposits excavated for utility structures were transported to Building "F for re-use as granular fill (see Stop & Shop Cotuit Landing report dated 3/4/02) . Excavation and installation of utility duct banks began using a Cat 436C backhoe to the proposed elevation at bottom of trench exposing natural sand deposits, which received a smooth bucket finish to d6n6ify disturbed soils. Backfilling of installed-pipe not performed this date. Alfield sketch;is enclosed for review. 6 - These-observations�:were -related`to"Mr'. Cunningham prior- to'departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser F � Of Massachusetts_ -The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/04/2002 Report No. 1 Barnstable Building Department Job Number 7466 Attn: Michael Trott Project S & S Landing Rte. 28 Improv.-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction cc: , Stop & Shop Supermarket Attn: Dan Donahue "Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard O J REuoVE EXISTING 10'PLUG AND 1rx8'x12 TEE LLI CONNECT EASTING 10' wATER 2— 12' GV R., m MAW TO NEW 17' WATER MAIN H 0 lrxlo•eNa>fwsER � 12 + v E--ONosTERvIuE SIDE REMOVE DUSTING a'PLUG AND CONNECT EASTNG a"WATER MAN M NEW 12'WATER MAIN Ir w in :->rwEty {I aria 1 u _ •a. e n NSTAR NE-17B = s MH 659/070Min �a a•"• l _ _... w �' v -° LiJ ___ _ _ _ K — — — — — Excavation and installation of utility duct bank begins. Q Q I i APPROXIMATE OMIT OF TO BE PERFORMED UN A SEPARATE OFF-9 IMPROVEMENTS CONTR CT 10 OIIA ` a 2RETAIL c . I YNCOST" f Excavation and installation of utility tructure(Verizon MH) i APPROXIMATE UMIT OF _ TO BE PERFORMED UN A SEPARATE OFF—SI - NSTAR NE-17B IMPROVEMENTS CON ACT MH 6591010 ° f , 4, o / Excavation and 1 1 � = . g ...,. -�_ �installation of utility / structure NSTAR NE-17B MH 659/010. 0 +o ea SCALE IN FEET TS5 Richardson Lane Stoneham,MA02180 JOB NAME: Stop & ShopRte 281mprovements DRAWN BY: John Kielty FIELD SKETCH PROJECT NO: DATE: 03-04-2002 � Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/04/2002 Report No. 4 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Partly sunny, 38 degrees TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Obesrve earthwork construction EQUIPMENT: CAt 436C backhoe TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation to bottom of canopy piers at south side of Retail Building "H" was performed using a Cat 436C backhoe to the proposed elevations at bottom of footing, exposing granular fill consisting of F-M sand, little F gravel, little silt, which received a smooth bucket finish to densify disturbed soils. Upon installation of sonatubes, backfilling was performed using Cat 436C backhoe to. place and bucket compact excavated materials. No further compaction efforts performed this date. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium ; Travel iJame' .�.. �7` ° fl, r ,= imeHou`rs Time- J. � Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard See Field Sketch We Lunow Ovum" 14 TAM AHD PROTECT v _y/ EaosTlNo SERWO / srATlaR wTN ruln m - a - tiI :a>. F :w'c \ �' +ev.�T -:s,- ��`�� [�pl�p.r.�/�//�(/{��j/�•r MAINTAIN AM PROTECT 1. °{1•. PRQIER --"�:.�•A' --- - ---��- e MOST04 GREASE ITTAP 'IDRAM f .. _ mm /. as INSTALL LL IrEc�O� -, y ^i�-:� _ � Q� �\ �r *\ t }} VALK DUSTING LATER LINE_... - `•.` , _ �,I '� / -I•S--- = t RELOCATE ^J^,✓••l`�- - t 61`_ _.. w f"7..1 1': ,/"`1 i ' � EJ05 NTRIRANT v=� - = �� - ` __ T:• [�-' = ��. � `T 1 1. i �1W� . 1 -`,r �..�-•; �h� as p,n�.oT'S �� 7��`,'�� 1 �o ��..b RIIACATE Q` HYDRANT 1 K Jr. �.e ,.1.. I' _.�-`�•' _/ , f1uR[Dly 1MT _..� � I / ��-� -"� -` = '_ � Iti�EA4 11`u• / '//�/� / l��iv '�� ! .i 1 = mm j� N ■ I ii�i,'y* ��'i'i' _ S -- - � � J//J//. } 1 :mD 1'�j'l ) - `• ' �s � 1 00)SC LLI 1',,lrtl; 1 / r YANTAN`ANO 1 -ao 1 AN AND �- i ao NS,OTEtr EwsTx10 :am PROTECT VUSTIVo RECDNECi ��p :/� _IS 't'1,y, GAS uE�ry'CiQ"' / -nw SEMOI gD/11ECIIOH II / /YMa/Odra clNOHs // S ti• 'l.. -( E % % , �� 1+1 I ,+,11 ` •1 C�I�� / /,- t u:' r --_- __� '_ �� Q, a' 0000 � ®` "Y g I' '1, I1 �, , 1 1 .(e:`:: F%,___-tL._>:.T-� �� _aa a-eT.T: < mime ,�' , �• "� m '' j�;+ I■ ` ;. jJ///i 1 [ ... c.J 'f o l. �'4 arbo.�c II 1 • - ii/J�''i..;'q'. _i iT SL1!U m Slims r{, \ PETAL A / d . ! '■J0 a �`ti 3 `MAMAIN AND PROTECT TER.CAS AND A•eI 1 - y.. CABLE JD-L`A 1 /• ' • 1 J J,.A, Q l ' 1 CdNE ROW DRAIN zs-D i ;E T ,I t SS° • • _ _ a m t RD ■i[cfsn'sApY Lac To Excavation and \7 I •-4 =o' �� installation of canopy Us ( I __�- :Rr■ \ o ` b . pier sonatubes va ■ :oo+ 'i -d' ni r r ----T --------- ' W mar o F ,Aa a F NsIALL _II_ T1pD 1 i -1/ WZ N ILl V I it O R� U:wci' ■ -Rl/ •lnOna; ■ IU.3bS -R 1`MT ■ !' t I 1 I as RESERVE1 it J 1 CT 5 .b .1" AREA I : ; c AREA I t0 BASIN, ! sMH T¢ a i ni 1---� • ALI ■ ---____r_� -�,� lE RF]101RD(T19) rw"r lac. r , - o s rrT ms / ! _--- 17-1 M EJaSTCONNECTION ING - i AND PROTEC' SD I-TK OONMl M1■DIq 1 ea.n ®M SDr M T SUP ---6•S--_--.- _— —_ SEMOt 9R4_IO � i. AV a - Ovum ou v ! y FETAL :na ' tt /MAINTAIN AND Q 7 ■ -ne 1-EA -n■ I ■ �+a•• © e 1N0Tloa 10 IIA FFE-ers. Mw R..7.,r ■ Zs �■ a� ne sA vTeAa ta: ,aI i 9 u :nm is -- PETAL MAINAND -- PETAL C _ 0 ;MAINTAIN AN D ne01E - ---_----_. „ 01297m UTILITY Rn ------------ See Field Sketch 5RlchardsonLane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John KieltyFIELD SKETCH EAST UTS Stoneham,MA02180 PROJECT NO: DATE: 03-04-2002 " Of Massachusetts. The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/01/2002 Report No. 48 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Clear, 42 degrees _TIME: 7. 00 AM CONTACT: Craig Williamson from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, Cat 330L excavator, small plate compactor, ASV 4810 tracked skid-steer TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: 0 Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Backfilling of interior drain pipe trenches in Building "F" continued using a Cat 436C backhoe to place and bucket compact 12"-18" lifts of excavated granular fill followed by 4-6 overlapping coverages with a small plate compactor to densify placement. Grading of backfill area was performed using a ASV 4810 tracked skid-steer to evenly distribute placement and depress to resistance. Backfill operations are ongoing. Excavation and installation of interior drain pipe continued at south end of Building "F" using a Cat _436C backhoe to the proposed elevations exposing previously compacted granular fill, which received a smooth bucket finish to densify disturbed soils. Backfilling of installed pipe not performed this date. Excavation and installation of precast light post bases continued using a Cat 330L excavator to the proposed elevations exposing previously compacted granular fill and/or natural sand deposits which ,received a smooth bucket finish to densify disturbed soils. Upon placement of structures, a single lift of excavated materials was placed and bucket compacted around base using Cat 330L excavator to densify placement. Twelve bases set this date. One light post base located. at center of main parking area required alterations due to placement above 30" drain pipe. Twelve inches were cut from bottom of precast structure, and 3000 PSI concrete was poured at base to stabilize structure and protect pipe below. Excavation to bottom of pier footing and bottom of elevator pit at southwest end of Building "F" was " Of Massachusetts. -The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 0 3/01/2 0 02 Report No. 48 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp completed using a Cat 436C backhoe to the proposed elevations at bottom of footing, exposing previously compacted granular fill'which received a smooth bucket finish to densify disturbed soils, followed by 4- 6 overlapping coverages with a small plate compactor. A field sketch is enclosed for review. These observations were related to Mr. Williamson prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard -ar s i App*Tt u1T a 10ft TO K POWORM D See Field Sketch East ,��,A¢PARATE•ASTETEATER TREATMENT \ /' ,��ri• CONTRACT(HOD) ��•��.\ r(SEE 011/0 C-le) �� : `` `•\� 2-2•PVC i _ 2 wA811`WAI pT r• MAINS1REATMENT FACILITY . •••• ,YRT •..2;OD0 CAL EOUAU7ATWN I 1J110EAGRdlW 7REATME NT TAN( • , •.TAKK!RAi STATION GENERATOR AND ENDIMM .... :�_ VAULT U_E/T-- ` 7RN14G0■,1 PM p M _ h�l.••• •.............. o °L� ' /`� ` �`1 _ Pf6SAIRE DOSING .f ), I?. 1 RAOOI IM PUMPS 9 :Ram IDS uCE/T LD 1_97. 11.000.4, a'J .,�,� "•,Y ■ MAINTAIN AND PROTECT SETTUNOI 1 VOSTWO GREASE YRAPLD r/ TANW "'' •b /�`rr,Ry - — i;1 t4 -af BALL Ir-45'NECT �m ' 3 `RIVE \� EMSTNG WATER S -lA e's — t.■[ a''—-—-— :�J/ar�rp s—-'! .. EbSTMf`HYDRANT r ` l 29 ,9 S ""'+if/ R RELOCATE / -IrA -al N T , — :am 1 2-2'PVC •} -rlf FORM MANS /' BUILDING 'F' ilApproximate OP & SHOP I I - 1 I limits of interior ARKE7 17A `" • 1,1 I I I 1 1 1 I,R I ,CI; y h%�' ,1 1' ill ' �` drain pipe w�0 s - Iy 4� 1 1 4■.■ynE'� FG 37 •�-. 1 r 1 r '''` 1 backfillin9 � ••by�M1::•::4 j5:.n�-..m1`.+n•'`i..�j;'�a eat.`0 0»=(1,Y1i)Lj.y'J',j+, -IL 11I1 _->a„0loe 1'I 1,11I I,i1�YI,1iI,1�I ^.ti/ro�.�I•� 1 1,1•1u,�r.•.r-1�J II1,�,'rr1,i,!,I,1 f�1.1,1�1i I �!C!■`{��,�J�. -'n i l \1 i CE+� WIL46 BASIN Glii r.0_UfOTJ� ', ,1 ,411 1 t^ 1 �1�1ll.af 11�IN �' ,e'UMT_ r L Approximate limits '11-e1.ao� i • ;' _ r ( �rl,�t.{( it. 11 1 1 P»f 1 1 'T�E•_-V' 11 ,t,r`'1 �i of interior drain pipe 1 A.A. I .FA A• }1'I t �'' ' - r.xf excavation & ", :.0 ¢x=+1 , °,, ` , -•1 IY wliy installationLTi, 4�j ` 3r LVl . -2ZD,{ �' - :A■ .,�?V ! )' 4"•^ w 17 e;' N•0 ` .10. 7 {{ RECOMECT YIv 1LINE Es- 16•D.L 0 :am 2•D \ 23 Saw -am MOB Precast light post —_r Installation of N.-51LOO Excavation to �s PA° '■ ot"., , .;:y!: 3 1 _ -e GIB :fii bottom of r T, - -�' I<�, aid"^ ;:DD 'base altered to be I I a precast light post L_- e S I-eaao dal: elevator pit I '�t -�• ■ a placed above 30" bases. Typ. 12 , e NTMm 1' ,�° s '� e�,_seeo drain pipe j places. ES-22 rl L _ `•I�. ,�.<,,:f'7�1w,,k a•,91 �� t �,�si VENT --------- ' 7 I n W 1'% y„Sl;",d;,,•nA;- 'k -tRs '.'�� .-1 f I 1 :rre S Q �. 60•.72' ` REsmvE 1 {%Y hs1►ro I 110'.72• I I AIfFAI IIACSOM HM AREAto ai° 90 MA Excavation to t „.,. . -----�---� . . -------.--� >r bottom of pier f , mow~ 14a �6 'o� ■ C -n• Doting YFF' w30-0 E ' °:;"�f■0WN& _ ,p p NrTI( Y) twEBst f 20 --- Q•S-- -- -- --_--� --- 5__ -- ---_—_--- uq� / ' : 1 13 -� •m 3e NID l - ^ 'M -r FVE_ y L��, RMUA RErAL 1:60 IQ.�. 7 ■ -e9 Ines. .ru -QA I ' Y 10 11A I 12.1m•IIIY TEE t-fr CV SL�BA_CM LP 1IT■S 5RIchamg nLane 0 JOBOJNAME: St p & Shop Cotuit Landing DATE: 0 -01 2ohn 002 Kielty FIELD SKETCH WEST . Of Massachusetts. ' 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 03/01/2002 Report No. 34 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 a4LL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 1 CUBIC YARDS: 10 SET 1 LOCATION: Stair Wall: Column line building F exterior base wall at southwest loading dock. Total Unit Slump(in.) 3 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 48 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 70 M966 6 x 12 28.27 Good 03/01/2002 03/08/2002 7 90,000 3,180 4 Truck No. 58 M967 6 x 12 28.27 Good 03/01/2002 03/29/2002 28 Ticket No. 19090 M968 6 x 12 28.27 Good 03/01/2002 03/29/2002 28 Time 1:45 M969 6 x 12 28.27 Good 03/01/2002 03/29/2002 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: * 1% Polarset Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2) Cone and Split (3)Cone and Shear (4)Shear (5)Columnar Cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard i Of Massachusetts. -The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 0 3/01/2 0 02 Report No. 34 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 . Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour'.. Bldg. F exterior stair base wall at southwest loading dock; pier footing column line B at 2.1- 2.3 column line G at 3.35; southwest elevator slab Method of Placement: ❑Pump [D Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose it Cylinder Storage: ❑Curing Box ❑X Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 3-5 Number of slumps out of specification reported to If rejected Approved by Remarks: I � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 03/01/2002 Report No. 34 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS-CONCRETE: 3000# 3/4" * No. O`-Sets: 1 CUBIC YARDS: to SET 1 LOCATION: Stair wall: Column line building F exterior base wall at southwest loading dock. Total Unit Slump(in.) 3 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 48 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 70 M966 6 x 12 28.27 Good 03/01/2002 03/08/2002 7 90,000 3,180 4 Truck No. 58 M967 6 x 12 28.27 Good 03/01/2002 03/29/2002 28 145,000 5,130 3 Ticket No. 19090 M968 6 x 12 1 28.27 Good 03/01/2002 03/29/2002 28 140,000 4,950 3 Time 1:45 M969 6 x 12 1 28.27 Good 03/01/2002 03/29/2002 28 143,000 5,060 9 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: * 1% Polarset Inspector Premium Travel ., Name .Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2) Cone and Split (3)Cone and Shear (4)Shear (5) Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva i � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 03/01/2002 Report No. 2 Barnstable Building Department Job Number 7458 Attn: Michael Trott Project Stop & Shop-Landing Retail A-Cotuit MA 200 Main Street Contractor Kay Construction Co. Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 '•`-CLASS GROUT:-'-3-500# Grout-----"-- ---' •-No:Of Sets 2 - - SET 1 LOCATION: 1211 C.M.U. Rear Wall Retail Building A, Bottom Lift Total Unit Slump(in.) 10 Lab Size Area Date Date Age Load Load Air Temp(F.) 40 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 70 M774 3 x 3 x 6 9.00 Good 03/01/2002 03/08/2002 7 24,000 2,670 Truck No. 57 M775 3 x 3 x 6 1 9.00 Good 03/01/2002 03/29/2002 28 52,000 5,780 Ticket No.. 119083 M776 3 x 3 x 6 9.00 Good 03/01/2002 03/29/2002 28 53,000 5,890 Time 1:30 M777 3 x 3 x 6 9.00 Good 03/01/2002 03/29/2002 28 1 50,000 5,560 SET 2 LOCATION: 12" C.M.U. Rear Wall Retail Building A, Top Lift "t Total Unit Slump(in.) 8 Lab Size 'Area Date Date Age Load Load, Air Temp(F.) 40 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Grout Temp(F.) 72 M885 3 x 3 x 6 9.00 Good 03/01/2002 03/08/2002 7 25,000 2,780 Truck No. 65 M886 3 x 3 x 6 9.00 Good 03/01/2002 03/29/2002 28 57,000 6,330 Ticket No. 119089 M887 3 x 3 x 6 9.00 1 Good 03/01/2002 03/29/2002 1 28 55,000 61110 Time 3:30 M888 3 x 3 x 6 9.00 Good 03/01/2002 03/29/2002 28 59,000 6,000 GENERAL REMARKS: Inspector = Premium Travel Name Time Hours Time P. viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Cape Cod Ready Mix Attn: Jay Pleva Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/01/2002 Report No. 3 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear, 42 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunninngham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Gradall XL-5100 excavator, Cat 950G loader TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of utility structures was performed using a Gradall XL-5100 excavator to the proposed elevations exposing natural sand deposits, which received a smooth bucket finish to densify disturbed soils. A 12 inch lift of 2" stone was placed at bottom of excavation using a Cat 950G loader and was bucket compacted using a Gradall XL-5100 excavator. Upon installation of precast utility structures, backfilling was performed by the Gradall XL-5100 excavator to place and bucket compact excavated materials, consisting of F-M sand, little F gravel, trace silt, followed by several back-dragging passes with the Cat 950G loader to evenly distribute and depress placement to resistance. �A 2 inch water line was encountered during placement of N-Star NE-17B structure approximately 20' from southwest corner of Retail Building "C". Structure excavation was relocated approximately 10' west of proposed location to accommodate existing water line. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 03/01/2002 Report No. 3 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction cc: Stop & Shop.Supermarket Attn: Dan Donahue Stop,& Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard See Field Sketch We VLCIA11 - AINTAr/AND PROTECT 1-1-.:•lJ•" I E .0_yr 1 E* 3104% s N"• 1 S 1 Tr'fATIOIH"PS G 1 lLAQ1�I� 1.1 •-� Dos 00ST&C GKASE TW M3 INSTALL IT-43�BOO AND CONNECT TO - :=S.'a .'Tjjf•'� \� �_,_+.,r� %/i.: :�//�, VKK ,i.s. S—-—z e as ItRT1)t1RMa.TTe �` -` __ ITTPPIjPE l 1 s.n RELOCATE IL HYMANT ' 1 t ., 1'tLyRAtldl•t�5`1�1�1 i /.GA// Ali 1 ATi• U 9.' YG I ;Prtl. 1 �' ,� ■ I t�t�?*tg11r'rI'Qs t~�t�'i' _ R _..'a - /. � / /////i � 1 :n,a }�' -ro I � rN wCt's 7 � rwr�u 'wo 1 -no 1 AM Aw tee° I' 1 I I I -M•t PROIER PROTECT Oa5Tm `�f •aao '•� �. it -I 1 �� - i'i ';' •J-�/ ' ; j RECONNECT SETRA Ca■tECs,CN •I gilt OpOO?•5 -ps �. 'l.. ( ' % �% 1•Z t 1 t3 1h','1 (�U9J'Y'�'`>Ud1�_ ,-me - ./ ./ - -aa s s �. -ria:54 s>Dnct rw so ioars ,�' R)a'i ,','!sl 11 / -G-� ' -nta f-ee Yt CT B11RG11.0 o I 's'I ''*s'✓ 1 •1 Y//// i f '' Iy ;1'✓J I■ , %• I / / 10 - 1•- — .4 I sewn+To sw �I,--� 1, I • ,1(,1 - ICJ)I 1 1 '` y / ...iTl REGL A - /1 1 ' .va 1 t 1'' ! ,r•i. •rJe _ ._�-'f1� •� rAMGM AND PROTECT / 1 '�•i•%//,/' 1 '' -57. t 1' ` � f %./' •-- �_ ( tFR.Gs.S AND x•,e s':I 1 �'"'-` wtIDt.�G• r. I ,' I -r1 - _Da1�E[7t`flt5 Q y0 L,L ' �. t C01ME ROOT IMAM ' l s• ` ■ ■ �� j- '1.• >o I ..1[�SSARV - llE , 10 P Cr Cb.Eft).cwr - � I c I I u _-� �r I to rT ■ V I \I:•{LrTSV 'N'F I .rs ■ n .� 1 I I � 7 n y S °4S9LL MSTALL - r�. 7'ata+ ( "� -14 W •1I o �f.WT.'4 ■ -M1 a.v..y ■ - ltA,^.b'q -ale I A ■ t A-,I J PACTOf \ I b 7 I � AREA � . � 1 •..:( t _ nit f Au AREA I b aiD -cr 71n . taH txslRlc eAsals ro ' g t1flpVFD(T19) A De o or uer sNs - Excavation and r "'$1}1G COMM",ON 5 I. A y'p 6�( installation of utility ��®' "r AIOTPRD --- -- D ----- - - 5" — -- -------- -- tructures continues. to a 10s ■ 9 FOAL -41e s .•�IYI +s''• © STY C01�KC11(MS� E DFe -r■ i c" f0 IIA. PFE-E7.7 ;. Q a' ; 3 ne 1= If _ " +,' Existing water line - -- - FtETgL r• IT . _ `'� t�'L•' �""'" ��`� •^ Nstar NE-17B M•H. �q``\\— ...-... .-...-..._...-aR- `Y.•`C`,'— •. .......»........ "• ...- . See Field Sketch — T■ s;Richardson nLane 0 JOB ECTI NO: DATE: & Shop Retail Sitework DATE: BY: John KieltyFIELD SKETCH EAST V s Of Massachusetts 'The Construction Testing People' io Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Masonry Field Report Report Date 03/01/2002 Report No. 1 Barnstable Building Department Job Number 7458 Attn: Michael Trott Project Stop & Shop-Landing Retail A-Cotuit MA 200 Main Street Contractor Kay Construction Co. Hyannis, MA 02601 WEATHER: Sunny, 40 Is .TIME: 1 : 00 PM CONTACT: Bob Cunningham of Kay Construction SUMMARY: .4 The writer reported to the above project site to perform a masonry inspection. The following was observed: The entire 1211 C.M.U. rear wall for Retail Building A was grouted from the first course to the top. #7 Rebars were secured to the slab 32" on center. #7 Rebars were placed and lapped 42" and at 32" on center. The top course was a bond beam. Double #6 rebars were placed inside for horizontal reinforcement. Clean outs were provided at the bottom course. Cape Cod Concrete arrived at the site with 16 yards of 3500, psi grout which was mixed to a slump between 8"-1011 . All vertically reinforced c cells were grouted. The'bond beam was grouted solid. The clean outs revealed full penetration. Samples were obtained from each truck to fabricate two sets of 3"x3"x6" grout prisms. One set of 1211 prism blocks were completed. These observations were related to Mr. Cunningham prior to departure. GENERAL REMARKS: Inspector Premium Travel Name P. viscione No Max Day 1 Hr(s) REVIEWED BY: William P. Crabtree / �Q W� v cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert -Kay Construction Corp. Attn: Michael Collentro Landry.Architects Attn:-Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard i � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 03/01/2002 Report No. 2 Barnstable Building Department Job Number 7458 Attn: Michael Trott Project Stop & Shop-Landing Retail A-Cotuit MA 200 Main Street Contractor Kay Construction Co. Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3500# Grout - No. Of Sets: 2 SET 1 LOCATION: 12" C.M.U. Rear Wall Retail Building A, Bottom Lift Total Unit Slump(in.) to Lab Size Area Date Date Age Load Load Air Temp(F.) 40 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Grout Temp(F.) 70 M774 3 x 3 x 6 9.00 Good 03/01/2002 03/08/2002 7 24,000 2,670 Truck No. 57 M775 3 x 3 x 6 9.00 Good 03/01/2002 03/29/2002 28 Ticket No. 19083 M776 3 x 3 x 6 9.00 Good 03/01/2002 03/29/2002 28 1:30 M777 3 x 3 x 6 9.00 Good 03/01/2002 03/29/2002 28 Time SET 2 LOCATION: 12 C.M.U. Rear Wall Retail Building A, Top Lift Total Unit Slump(in.) 8 Lab Size Area Date Date Age Load Load Air Temp(F.) 40 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 72 M885 3 x 3 x 6 9.00 Good 03/01/2002 03/08/2002 7 25,000 2,780 Truck No. 65 M886 3 x 3 x 6 9.00 Good 03/01/2002 03/29/2002 1 28 1 11 Ticket No. 119089 M887 3 x 3 x 6 9.00 Good 03/01/2002 03/29/2002 1 28 Time 3:3 0 M888 3 x 3 x 6 9.00 Good 03/01/2002 03/29/2002 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree CC: Stop & Shop Supermarket Attn:,.Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert „-,Kay-Construction-Corp.___ _._._._ _._ Attn:-Michael Collentro Landry Architects _ Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard i � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Block Prism Report Date 03/01/2002 Report No. 1 Barnstable Building Department Job Number 7458 Attn: Michael Trott Project Stop & Shop-Landing Retail A-Cotuit MA 200 Main Street Contractor Kay Construction Co. Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FM REQUIRED (PSI): 1, 500 PRISMS: 2 block, 2 high _BLOCK TYPE: Highway Block, Wareham PERCENT GROUTED: 100 0 y GROUT: 3, 500 MORTAR: Type S, 1, 800 PSI SET 1 LOCATION: 12" CMU rear .wall for retail bldg. A Unit Unit Gross Net Total Strength Strength Unit Lab Length Width Height Area Area Date Date Age Load Gross Net Load No. (in.) (in.) (in.) (sq. In.) (%) Cast Tested (Days) (lbs.) (PSI) (PSI) (PSI) N798 15.6 11.6 16.1 1 181.0 1 100.0 1 03/01/2002 1 03/08/2002 1 7 410,000 1 2,265 1 2,270 1,840 N799 15.6 11.6 16.4 181.0 100.0 03/01/2002 03/29/2002 28 515000 2,845 2,850 2,310 N800 15.6 11.6 16.2 181.0 100.0 03/01/2002 03/29/2002 28 512000 2,828 2,830 2,290 * Strength correction factor applied, ratio of prism height to least lateral dimension of prism ASTM C1314-00. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Block Prism Report Date 03/01/2002 Report No. 2 Barnstable Building Department Job Number 7458 Attn: Michael Trott Project Stop & Shop-Landing Retail A-Cotuit MA 200 Main Street Contractor Kay Construction Co. Hyannis, MA 02601 Concrete Co. cape Cod Ready Mix FM REQUIRED (PSI): 1, 500 PRISMS: 2 block, 2 high BLOCK TYPE: Highway Block, Wareham PERCENT GROUTED: 50 0 GROUT: 3 ,500 MORTAR: Type S, 1, 800 PSI SET 1 LOCATION: 12" CMU rear wall for retail building A Unit Unit Gross Net Total Strength Strength Unit Lab Length Width Height Area Area Date Date Age Load Gross Net Load No. (in.) (in.) (in.) (sq. In.) (%) Cast Tested (Days) (lbs.) (PSI) (PSI) (PSI)* N801 15.6 11.6 16.2 181.0 78.0 03/01/2002 03/08/2002 7 340,000 1,878 2,410 1,950 N802 15.6 11.6 16.2 181.0 78.0 03/01/2002 03/29/2002 28 429000 2,370 3,040 2,460 N803 15.6 11.6 16.2 1 181.0 78.0 03/01/2002 03/29/2002 1 28 1 424000 1 2,342 1 3,000 1 2,430 * Strength correction factor applied, ratio of prism height to least lateral dimension of prism ASTM C1314-00. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Viscione No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard I I n kD � �Qnc�i C-0 LAi .�" Sao. '� ��-� � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report,Date 02/19/2002 Report No. 28 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 :ALL COMPRESSIVE.STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 4000# 3/411 1 No. Of Sets: 1 CUBIC YARDS: 14 SET 1 LOCATION: Pier Footing column line 4 at line C Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 53 No. (in.) (sq. in.) Condition Cast Tested Days (IbsJ (psi.) Type Conc Temp(F) 70 L290 6 x 12 28.27 Good 02/19/2002 02/26/2002 7 85,000 3,010 3 Truck No. 65 t2l 6 x 12 28.27 Good 02/19/2002 03/19/2002 28 132,000 4,670 2 Ticket No. 18936 6 x 12 28.27 Good 02/19/2002 03/19/2002 28 125,000 4,420 2 Time 12:50 6 x 12 28.27 Good 02/19/2002 03/19/2002 28 130,000 9,600 3 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours - Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/28/2002 Report No. 2 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Clear/windy, 34 degrees TIME: 7 : 00 AM CONTACT: Bolo Cunningham from :day Construction PURPOSE: Observe earthwork construction EQUIPMENT: Gradall XL-5100 excavator, Cat 950G loader TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of utility structures was performed using a Gradall XL-5100 excavator to the proposed;elevations exposing natural sand deposits which received a smooth bucket finish to densify disturbed soils. A twelve inch lifr of 2" stone was placed at bottom of excavation using a Cat 950G loader and was bucket compacted using Gradall XL-5100 excavator. Upon installation of precast utility structures, backfilling was performed using the Gradall XL-5100 excavator to place and bucket compact excavated materials, consisting of F-M sand, little F gravel, trace silt, using excavator followed by several back-dragging passes with the Cat 950G loader to evenly distribute and depress placement to resistance. .A_field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours. Time J. Kielty No REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard See Field Sketch We IPM AND PROTEC STAnON WIN PW" it SS -34 MST"5CR%ACE3 U74 :mx V MAINTAIN AM PROW u LEAIr 'L NN-64 DOST&C GREASE?RAP WSTALL t r-43,we :7 AND CONNECT TO WATER UNE Jr— WMRAM RELOCATE ZCATE nj r Mm 6 AND W2 RECONNECT PROTECT DOS Cw� SEVER CONNECTION SIM mot-13 i ;,;,; CENTER --V ro PC r-------- '' 16 t,'de ` 5 4 W%wx TO 9A4 RETAIL A 3.'Ll-.� I ODINEI" TO.4WANSI -----4mcow& ■ I RD(LONCR-�NECESSARY ROC/011AH Lie TO -,h;�K \ a CP P_ROVME"W-FF COVER). 3 A SLY AQ- -15 .2 mro 7 LUaN ALL 7'wRlt -14 LLA3*4 \Sox 8 T r an I , � AMD 6 si %% AREA � (Typ.) AREA 1-6390 Z' STALI ———————I'-- K ROOOVED(TYP) A TLIG 11 tty InOsym— , COW&VION Excavation and 'k m AND PROIW sot, installation of S--—-—- -—-—- utility A 7 structur S. An F 0 Ou ETA L a - 4j QNTAW AND y UT 10 IIA 24 FR A 23 A FlerAL c . ............ See Field Sketch 5 RIchardson Lane JOB NAME: Stop & Shop Retail Sitework DRAWN BY: John KieltyFIELD SKETCH EAST UTS StonehaM,MA 02180 PROJECT NO: DATE: 02-28-2002 Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/28/2002 Report No. 33 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: 7 SET 1 LOCATION: Footing: column line F exterior stair footing at southwest loading dock ` Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 33 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 70 M928 6 x 12 28.27 Good 02/28/2002 03/07/2002 7 55,000 1,950 4 Truck No. 64 M929 6 x 12 28.27 Good 02/28/2002 03/28/2002 28 Ticket No. 19070 M930 6 x 12 28.27 Good 02/28/2002 03/28/2002 28 Time 10:10 M931 6 x 12 28.27 Good 02/28/2002 03/28/2002 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/2 8/2 0 02 Report No. 33 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 . Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: Building F exterior stair base walls-west wall at column line 4.6, stair footing at southwest Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑X Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: 0 Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 3-5 Number of slumps out of specification reported to If rejected Approved by Superintendent Craig Williamson Remarks: � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/28/2002 Report No. 33 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ,.ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 �No. Of Sets: 1 CUBIC YARDS: 7 SET 1 LOCATION: Footing: column line F exterior stair footing at southwest loading dock Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 33 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 70 M928 6 x 12 28.27 Good 02/28/2002 03/07/2002 7 55,000 1,950 4 Truck No. 64 M929 6 x 12 28.27 Good 02/28/2002 03/28/2002 28 116,000 4,100 2 Ticket No. 19070 M930 6 x 12 28.27 Good 02/28/2002 03/28/2002 28 115,000 4,070 3 Time 10:10 M931 6 x 12 28.27 Good 02/28/2002 03/28/2002 28 114,000 4,030 2 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES � f(1)Cone (2)Cone and Split (3) Cone and Shear (4) Shear (5)Columnar cc: Stop.& Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell ^rr Vanasse Hangen'Brustlin Inc - _ Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachusetts to 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 02/28/2002 Report No. 25 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 CONTACT: Craig Williamson of Kay Construction .TIME OF INSPECTION: 8 : 00 AM TIME OF CONCRETE PLACEMENT: 9 : 30 AM Immediately prior to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints, some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: Building F exterior stair base walls-west wall at 4.6; stair footing at southwest loading dock VERIFY: REVIEWED ATTRIBUTES Yes No Coverage x Clearance x Cleanliness(heavy rust,scale,mud,dirt,oil,etc. not permitted) x Bar Supports x Tying x GENERAL REMARKS: Inspector Premium Travel Name Time Hours` Time J. Kielty. No REVIEWED BY: William P. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard f Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/28/2002 Report No. 47 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA .200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Clear/windy, 34 degrees TIME: 7 : 00 .AM CONTACT: Craig Williamson from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, Cat 330L excavator, Cat 950G loader, small plate compactor, Cat D4C dozer TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Backfilling of interior drain pipe trenches in Building "F" began using a Cat 436C backhoe to place and bucket compact 12"-18" lifts of excavated granular fill followed by 4-6 overlapping coverages with a small plate compactor to densify placement. Grading of backfill area was performed using a Cat D4C dozer to evenly distribute placement and depress to resistance. Backfill operations are ongoing. Excavation and installation of precast light post bases was performed using a Cat 330L excavator to the proposed elevations exposing previously compacted granular fill and/or natural sand deposits which _received a smooth bucket finish to densify disturbed soils. Upon placement of structures, a single lift of excavated materials was placed and bucket compacted around base using Cat 330L excavator to densify placement. Twelve bases were set this date. A field sketch is enclosed for review. These observations were related to Mr. Williamson prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser r Of Massachusetts: -The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/28/2002 Report No. 47 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, NIA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp Cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co , Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard 4 .at APRoaI1ATE L"'T a raR,TD BE PTREORlIE9 See Field Sketch East I-SLID -` \ INACLIT1'CONTRACT(MOW) ATM TREATMENT WIND C-18) Q �•.'� ••• `` w��'-ID— i-Y PVCS M, ART WASTMATM ,r r \ TAEATMENT FACSM •22,DD0 CAL EQUALIZATION --, .TANK A PULP STA1104 TREATMENT TAKE Qo101AlOR AID ENQOSIIRE :::::::: :::-::::::::...-o . - VAULT aj TR ItR PAD PF432 0 PIEES91gED09N0 n.s ��j�•-•� - '�. •-• ` STATION WITH PUMPS y u } 1.37.50 E UOE/T \ ar25 s .wEo ! ^/ ,1.000 CAl_ 8j.1• `` vA1NTAN AND PROTECT • SETTUNC E•P%C t E70STNC GREASE TRAP- T; TANK ' •b .ae INSTALL Ir-rV BEND / — - AND COMER TO 29 IB �• VALVE DUSTING.WATER ENE .wA .ne NSA �lly J----- --d•s---t E70511Ng At RELOCATE HYDRANT �+ .w I 2-r PVCFORCE MAIMS r 1 BUILDING •F `w■ , Installation of �y PROPOSED STOP & SHOP I recast light - 1 SUPERMARKET 1.58L00 � ,II IL-11f�,•I 1 II tbases ', os . ■ , ,I 1,,1,,Ih, tMq,10C i I,, '0 / ///// A •• ETE-83.0 YP• 12 places.INA / - -. , .w10 ,,,, - _. ,,,'✓'' RECOLLECT I,,,•D 1 1,1,1• 1 � � .AAD I1T0 INFILTRATION■Asw -� 1 10 I I T+ ,',I _ •IITI�T, �7IE"'�- - 1�,} I IIII roximate - ,,','I', o ',', :.ID ,'I'IL,' . PP I.00 1 ,,,' li I I I��,e! __ limits of _—� — �' interior drain � ... •, I 1 I",' i•�_ , :9q ' 1 , � • L-- - -� Q „ � = 40 pipe backfilling •.:a.e 'r11 17 24'D i .LVL' 7 < L RECOMECY IR M. Sa.00 f TRANSrORN01 PAt •�° �"• I_� ,�a, � 'K ■ ■ 1 I � :n�wP ne 3 '57.00 V!-'f!arx SLID � E Le'L d T - ti P r r \ T IyT - ---- -w. .: i�, ,� I---- -, —T rN. 1.. - t t CB-7 �.-��. ry W wr :eno ' Sw GA tY""`r Q•�•7��,'u1��I �� %r.S ly I I 1 .ww SO'.7z .� �.t �r' W.7Z AREA m RESERVE RESERVE LEALEACHING;Y, AREA I b .- nM 1.6390 R D 3 tsD �R ) ' w c --- -- -- -- ----- - - 5- -- --------- c :w i .ii Kro ■ .� n FTE. / .«uw FETAL r 7 ■ -� I.E.I. .wA 1 I 2 t ' 0• Qi .ww 10 1]A. FFE-E7.7 ' I YLaW av TEIr ] AN-C QM raa SL1BA[x a OG UTS Rich rdson Lane PROJECT:NO p & Shop Cotuit Landing DATE: 02 28 2002 WN BY: John Kielty FIELD SKETCH WEST ,, " Of Massachusetts. -The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 02/27/2002 Report No. 24 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay construction Corp Hyannis, MA 02601 CONTACT: Craig Williamson of Kay Construction _TIME OF INSPECTION: 12 : 00 PM TIME OF CONCRETE PLACEMENT: 1 : oo PM Immediately prior to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints, some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: Building F exterior stair base walls - south wall at line B.7 and west wall at 4.2 VERIFY: REVIEWED ATTRIBUTES Yes No Coverage x Clearance x Cleanliness(heavy rust,scale,mud,dirt,oil,etc. not permitted) x Bar Supports x Tying x GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: William P. Crabtree /- W� cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Of Massachusetts, The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/27/2002 Report No. 35 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4" No. Of Sets: 1 CUBIC YARDS: 7 SET 1 LOCATION: wall: Stair base building F south Total Unit Slump(in.) 4 1/211 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 49 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 71 M920 6 x 12 28.27 Good 02/27/2002 03/06/2002 7 67,000 2,370 4 Truck No. 64 M921 6 x 12 28.27 Good 02/27/2002 03/27/2002 28 Ticket No. 19062 M922 6 x 12 28.27 Good 02/27/2002 03/27/2002 28 Time 1:35 M923 6 x 12 28.27 Good 02/27/2002 03/27/2002 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time . Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 0 2/2 7/2 0 0 2 Report No. 35 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: wall stair base building F south Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑X Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 3 " -5" Number of slumps out of specification reported to If rejected Approved by Remarks: Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/27/2002 Report No. 35 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete CO. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO.ASTM: C-39 CLASS CONCRETE: 3000#33j4 � I No. Of Sets: 1 CUBIC YARDS: 7 SET 1 LOCATION: wall: Stair base building F south Total Unit Slump(in.) 4 1/211 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) '49 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 71 M920 6 x 12 28.27 Good 02/27/2002 03/06/2002 7 67,000 2,370 4 Truck NO. 64 M921 6 x 12 28.27 1 Good 1 02/27/2002 03/27/2002 28 113,000 4,000 2 Ticket No. 19062 M922 6 x 12 28.27 Good 02/27/2002 03/27/2002 28 116,000 4,100 3 Time 1:35 M923 6 x 12 28.27 Good 02/27/2002 03/27/2002 28 115,000 4,070 2 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES F7 (1)Cone (2) Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co - Attn: Dan Donahue Stop &Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects ' Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva � Of Massachusetts. -The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 0 2/2 6/2 0 02 Report No. 23 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 CONTACT: Craig Williamson of Kay Construction .TIME OF INSPECTION: 1 : 00 PM TIME OF CONCRETE PLACEMENT: 2 : 15 PM Immediately prior to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints, some reinforcing details were reviewed for,"eneral conformance to project specifications and applicable criteria. This was done to assess overall,cleanliness and general clearance requirements. AREA REVIEWED: Building F exterior stair footings - south and west wall VERIFY: REVIEWED ATTRIBUTES Yes No Coverage x Clearance x Cleanliness(heavy rust,scale, mud,dirt,oil,etc. not permitted) x Bar Supports x Tying x GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time' J. Kielty No REVIEWED BY: William P. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/26/2002 Report No. 32 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/41, No. Of Sets: 1 CUBIC YARDS: 5 SET 1 LOCATION: Footing: Building "F" stair footing - South wall Total Unit Slump(in.) 4 3/4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 71 M427 6 x 12 28.27 Good 02/26/2002 03/05/2002 7 75,000 2,650 3 Truck No. 64 M428 6 x 12 28.27 Good 1 02/26/2002 03/26/2002 28 Ticket No. 19046 M429 6 x 12 28.27 Good 02/26/2002 1 03/26/2002 28 Time 2:40 M430 6 x 12 28.27 Go6d` ' 02/26/2002 1 03/26/2002' 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium. Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURETYPES 6L (1) Cone (2) Cone and Split (3)Cone and Shear (4) Shear (5) Columnar Cc: Stop & Shop Supermarket Co Attn: Dan Donahue -. +Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects, _ _ Attn: Dave Campbell- . +� {Vanasse Hangen'Brustlin,Iric 'Attn: -Steve Chouinard -. I Of Massachusetts -The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/2 6/2 0 02 Report No. 32 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store 466 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT �*TotalPour'* Footing building "F" stair footing South wall Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑X Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: []Thermal Blankets ❑ Heat ❑X None ❑ Other Slump Specification (in.) 3-5 Number of slumps out of specification reported to If rejected Approved by Superintendent Craig Williamson Remarks: Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/27/2002 Report No. 46 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Rain, 52 degrees .TIME: 7 : 00 AM CONTACT: Craig Williamson from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C, Cat 446B backhoes, Cat 330L excavator, Cat 95OG loader, small plate compactor, Bomag heavy plate compactor, Cat D4C dozer TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of utility structures was performed using a Cat 330L excavator to the proposed elevations exposing natural sand deposits, which received a smooth bucket finish to densify disturbed soils. A twelve inch lift of 1 3/4" stone was placed at bottom of excavation using a Cat 95OG loader and was bucket compacted by the Cat 330L excavator. Upon installation of precast utility structures, backfilling was performed using the Cat 330L excavator and Cat 446B backhoe to place and bucket compact excavated materials consisting of F-M sand, little F gravel, little silt, using excavator followed by several back-dragging passes of Cat 95OG loader to evenly distribute and depress placement to resistance. Excavation and installation of drain pipe continued at Building "F", using a Cat 436C backhoe to the proposed elevations exposing previously compacted granular fill, which received a smooth bucket finish to densify disturbed soils. Trenching under foundation footings was performed by hand. Backfilling of installed pipe not performed this date. Backfilling of foundation walls continued at exterior locations of Building "F" using a Cat 436C backhoe to place and bucket compact 12"-18" lifts of granular fill followed by 4-6 overlapping coverages with Bomag heavy plate compactor to densify placement. Grading of backfill area was performed using a Cat D4C dozer to evenly distribute placement and depress to resistance. Backfill operations are ongoing. Excavation to bottom of exterior stair footing at southwest loading dock of Building "F" was performed I Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/27/2002 Report No. 46 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp sing a Cat 436C backhoe to the proposed elevations at bottom of footing, exposing previously compacted granular fill, which received a smooth bucket finish to densify, disturbed soils followed by 4-6 overlapping coverages with a small plate compactor. A field sketch is enclosed for review. These observations were related to Mr. Williamson prior to departure. Inspector Premium Travel Name Time Hours Time .. . J. Kielty No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard IN APRONYATE LIMIT OF WORR TO K PERFORMED See Field Sketch East ,INDER A SEPARATE WASTEWATER TRGTIEEIT fACKM CONTRACT (HOLD) c-Te) l (/ ........................... ...................... 1 _ _ 1r / J ```•\�_-_•PVC / - 1 ZENON WASTEWATER ASTE E '��`• _ 1 FIdiCE YAN3 N LOT/r� 11IW IGnATER =' 1rW _2zaoo cAt EOUw7ATON\ '- TF�ATIIIENT FACILITY •PUMP STATIONGENERATOR AND DKLOSURE UNDERGROUND /�'••• .` / VAULT I`!••.........:.:...........�..._ e C�/ � .. TRANSFORMER PAD 6 }� ,— I-57.3UD o -o �an -= :a10 i IIADD cAt. a•J �� _ -a, >o NAMA."AND PROTECT tD sunmo °"Plc .D �,.� 35 oDSTwc GREASE TRAP- >/ TAW( "a — -nE AND CONNECTALL ~TO ? I " •e t— VALVE YANI *SEND - EFSTNO WATER U E_ mi5 .ai° -14 _es__—f At ETOST,NNiD ANATE T - I-a00 PVC 1 r - r� ! BUILDING 'F' '' 1 FORCEYATRS I �' 1r - L - —a PROPOSED STOP & SHOP I _ - r I r r r i 1. I l r 1 SUPERMARKET - I I r i l r Tti 1 I 1 'r;lA•�fitAildr'DASM' It I-36ao � 'lttiir�i'i7i'r r'Ih r' r ��66ii �IIr r r / -�"7,,, ■ r'1'1'r'I'r'I'1'I;I'I;i M' 1 • I 'r'11■1N7�71EDE�r'I;i 57A _ ETE-65.0 I,r,l,l tt „ppi19 :Wm EN � 1 - I,,,'I 1 T �- �'rll�l�; '" l .�r,m I +_.-•.-_ -_— 1; � .Ka t-.61.D0 ,.•,�. _L �,1-"a ,1,� Tiro E'z '1 _, ,;,;,'4{ i= `, ctisCENTER / Fro 11.1L,RA7npuNw DASH _pl ,,r l ► C3PIra�'� 2=3 CtEIEC.IART$-- 1°-t1r1111if"DE -��— --'l 1511' LONG ,� ,. I, , r,,Ir'r I 'I' to 1_61.00 � I • �i i;i;l, i • 1 ,�J ,rlyq��}/��,,;rJ�i�� 1■ � / �. OUR amem _ — G' Q 1 I 1 I r 1 I i;S; :n� iEr'1'r I r1 :v. • - Wm Excavation to ' bottom of stair "a footing -N=D Q, Eai° 17 bw.LvL 7 IfCCOKCT ¢I7 1 D D u Excavation- s I . _ -\ ■:aeo 5 .1 LINE. T SLIC nd installation . .. I = ry.-S.00 m • '"""S`°R'ER f drain pipes - 'Backfilling of I I --3 -"`_ _ • 1 1 17 _ =� ontinues '-°'.00 '? kfoundation as = row as Ix•omRt � 1-ST.N e'S t-eO.aO - � I -► I I :as +7=�_ ioD .,walls4. To DI ft ROOF ES-� z, r`ii { VENT . r �;: E===—�--- I . _ ■I—====_=?= E - � CD-7 Da i. _67 ~I 0 I 11 I = H W aT 1:7LlD 1 1.57.70 -'� .O�-�fiDr% =-e• '• I I .a,. eo•.7r S - 1-ao >r eG.7Y I I -aTe RESERVE I 1 G+ND AREA s 1 I LEA ARE I ,o ( a ,�a•DRESERVE =� e1 33D � . I ns ' '�O Excavation and ■ C p _ Ir0 l fi E95t D Installation of _— -- -- 1 / R .ap '■ utility :tea f 2'D _--_ -- ---_--� .a 1 -a • ' ,� I tructures �D ,1 ,N1Un. FETAL l 1rE IIA r TEE : .0 Q :aa h. 10 1 I-e'cv J., aieAa a t y r ' - a 2-12'c -- MF^ 3 "� O• ,1",;,,E ITS Stone ham. nLane 0 JOB NAME: St p & Shop Cotuit Landing DRAWN BY: orhin Kielty FIELD SKETCH WEST Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/26/2002 Report No. 32 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4" No. Of Sets: 1 CUBIC YARDS: 5 SET 1 LOCATION: Footing: Building "F" stair footing - South wall Total Unit Slump(in.) 4 3/4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 71 M427 6 x 12 28.27 Good 02/26/2002 03/05/2002 7 75,000 2,650 3 Truck No. 64 M428 6 x 12 28.27 Good 1 02/26/2002 03/26/2002 1 28 1 122,000 1 4,320 1 2 1 Ticket No. 19046 M429 6 x 12 28.27 1 Good 1 02/26/2002 1 03/26/2002 1 28 118,000 1 4,170 1 3 Time 2:40 M430 6 x 12 28.27 Good 02/26/2002 03/26/2002 28 1 124,000 4,390 1 2 Unit Wt Ibslcu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1) Cone (2) Cone and Split (3)Cone and Shear (4)Shear (5)Columnar CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva C . tc ° Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/26/2002 Report No. 45 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Partly sunny, 58 degrees .TIME: 7 : 00 AM CONTACT: Craig Williamson from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, Cat 446B backhoe, Hypac VR-20 single drum vibratory roller, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of interior drain pipe continued at Building "F" using a Cat 436C backhoe to the proposed elevations exposing previously compacted granular fill, which received a smooth bucket finish to densify disturbed soils. Trenching under foundation footings was performed by hand. Backfilling of installed pipe not performed this date. Excavation to bottom of exterior stair footings at south and west sides of Building "F" was performed using a Cat 436C backhoe to the proposed elevations at bottom of footing, exposing previously compacted granular fill, which received a smooth bucket finish to densify disturbed soils followed by 4-6 overlapping coverages with the small plate compactor. Several excavations were performed along 12" water main'to expose previously installed gate valves using a Cat 446B backhoe to remove previously compacted granular fill. Excavation efforts were performed in order to isolate a potential leak discovered during pressure testing of water main. A new i gate valve was installed at north end of site to further isolate water main run. Upon completion of testing and gate valve installation, excavations were filled with granular fill and bucket compacted to depress lift placement to resistance followed by 8-10 passes of the fully loaded bucket on Cat 446B backhoe. Clearing and grading of roadway landscape area was performed along Rte 28 utilizing a small Cat dozer to grade topsoil to proposed elevations followed by 4-6 overlapping coverages with the Hypac VR-20 single drum vibratory roller to depress to resistance. Grading operations are ° Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/26/2002 Report No. 45 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp ongoing. •. A field sketch is enclosed for review. These observations were related to Mr. Williamson prior to departure. Inspector Premium , Travel ., Name Time Hours Time J. Kielty No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard ` `• :IID �� UIIC(N�To See Field Sketch Excavation ,PO°,:;'� East _...................... .._........ ......... and installation (SEE ..�O 1°> r f new gate WAST>=WATBi ,Y• alve 1 Excavation fo IENT FaCiurY / :•� �, IA ater main TREATMENT TANK l�I 1 °' '1C[ . estmg ,0 T AND EMttDY■E a _ +`~ -..:.•;•::::.:::::::. __ _ ' PAC D<TRANWORMER�1c -° ' 1 LOt i •.�. STATION Itll,l PlA1P5 B .1 Excavation and " °7'S° -� UOCn M =D& I lD Installation Of drain 11.0W GAL PROTECT MAINTAIN AND t lD SETtUNc 6•P,C E,OSMNG GREASE TRAP- ?pipes continues TAW ~�� -a.f INSTAU 12-43'DEND )� IB l - K--- CONNECT TO 1 CSqA1[R . s��- EOSWM'IANT°� IJ 6410 r r BUILDING 'F' =a• FORM MAIMS PROPOSED STOP & SHOP I I tY 1 1'I 1'I I' ' r'r'l 1 - SI�PERMARKET '-�'°° 1 ,.-,�r',<I 11 1 �- I � ';'I�,a;,n;�l•a,�,;'1';I � - ,_ -r41 11 1 I 1 1 1 1'1 _ 1,1 1 111 1,1,1 1 Iht i • ' 1, 1INII5 5.D S7A f1E-6 I O 1.1 I ER F.D 31B1b Excavation to 1-e,.Do Excavation fo _L GAS / :we bottom of stair LTM„pl BASIN 16 130 IS ;I;I�i 1 i CO _aI ater main NX�ITECJ1M1T3 1, - ,1,1,1,1, ' 1 �I 1'.1�+1 1 t � _ ootin s esting LONG IlnnoDlnla s. {-e1.ao ■ ,� _n' i,l, 1 i_ ■ ' 16 '1'dt! 1 '$, 1 %/%/i% t ^ah �A�1 1 1 ' ' I , �1,,:na .�ii�i i it �y%,�i. • `---x - -aW 12' Nam,.�'�rl uI I I L..r 1 1 1 1 `� •_ ` 1 _■1 .a — r- 30 L1l i --'2 0 t 1 � - :aD Lff27 1B•O.L _ a i7 2YD i .L0.' .7 , ° s Excavation I 2-D L �� -RECONNEcr • ^ /\ tl T nd installation ' ' ' • ■1 5 xoD `I °iANg f drainpipes ' Ii ' 'j 1 13 � Y E-s7.00 '<<� ontinues �`l oo � E_%o',rt 1 I c Q° __$ `�rD� L:" IN 'A P. MA '�f -gip° , Itr :■.TI �1 , ,. t am tr YEN •j ES-Y! , � ?,tjf o. �- f o E_== I -%* _r r1 --- --_ - A 1. VENT 39 LU -57 I-57.70 -s9° ( 1 �n.E ,'� rading and ( m a - '_ ti.•_ _ I -aI RESERVEICE rolling of CH 1 LEACHING WGAREAlanscape area nT I t a a90 , MA mA 300 Excavation to ' + r DA bottom of stair _ S ,sD retmhEesr C rfootings .� --- —65-- — -- ----- -�L"- P' S-- -- --------- C 1 13 � -•. � ,�,0 I nt♦2 • Ir D II / FFE N ` '� 91NtA FETAL - I 2 2DA T 6- 10 1 A I FFE-67.7 f�',�"� ^�i' �:f.' �£ .:'ip,•:...- `t� 1 E< _'^�.'' mBAd LV. 3 �3 n 1 ,e Y I - � � ��, � •... ,,. " hAA Y'- � +��l-.Li p' tr-��'tff-��"`� �� 3i �.9�•'� ...........^"Plt•�A.�C..^,I Z4.? ,:f,°.�- TS,'i''�..�y�'.E?TMF/e.•2Y�'L�s `� r"� .a c^' r"' .3r�. ,�"' +. "Y - UTS Stonleham,MA02180 Lane pROJECT•NO p Shop Cotuit Landing DRAWN BY: John Kielty FIELD SKETCH WEST DATE: 02-26-2002 �F ti Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/25/2002 Report No. 1 Job Number 7465 Barnstable Building .Department Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction WEATHER: Hazy, 45 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, Cat 9950D loader, Zip-It AZ480 asphalt zipper, Cat 330L excavator TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of drain pipe and structures was performed at retail parking area using a Cat 330L excavator to the proposed elevations exposing natural sand 'deposits, which received a smooth bucket finish to densify disturbed virgin soils. Existing bituminous concrete pavement was cut and ground in-place along trench lines using a Zip-It AZ480 asphalt zipper attached to Cat 950G loader. Upon installation of precast structures and drain pipe, backfilling was performed using a Cat 330L to place and bucket compact excavated materials consisting of F-M-C sand, little gravel, trace silt, a followed by use of a Cat 95OG loader to evenly distribute and depress placement to resistance. No further compaction efforts performed this date. Excavation to bottom of canopy sonatube footings at south end of Retail Buildings "A" and 11H11 was performed using a Cat 436C backhoe to the proposed elevations at bottom of footing exposing onsite natural sand deposits which received a smooth bucket finish to densify disturbed soils. Upon installation of sonatubes, backfilling was performed using a Cat 436C backhoe to place and bucket {` compact excavated materials, consisting of F=M-C sand, little gravel,. trace silt. No .further compaction efforts performed' this 'date:-` t A site sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium , Travel Name -Time Hours Time J. Kielty No Max Day+1 Hrs OT 1 Hr(s) Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/25/2002 Report No. 1 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Hyannis, MA 02601 Contractor Kay Construction -REVIEWED-,BY: Chuck. Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corporation Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard I rZ See Field Sketch We a ANTON AM PROTECT -34 STATION IM PUMPS COSTING SUIWM MAINTAIN AM -SNG'MM', VoSTM GREASE TRAP ------ 38 —,-X -MAINTAO PWALL Ir-43*WO AND CONNECT TO VALVE UANHOC EWSTM WATER LINE RMOU Dn NYDRANT —Irw E ,L),HVPj3 110.0"Uff -4 -T Excavation of 7 canopy sonatube IX-: 02 PROTECT AND AN AM 0.2 PROTECT "footings r/0 GAS RECONNECT SEVEX CONNECTION I. 1 22 %Lw" Ilk it C SEMER TO S1,14-3--4 71 �7 Pr �C, RETAIL A AN I.' 's; �;W�.,&m AND 30-Lw cow *DOE DRAIN 2, 2 MTN RECONNECT I;a& NEC)ESSAIIY V- Erl LINE ■ m P* C I-I-L .7 P— r OLT L11 ON 37 V 4170 2 V*4 2 D 44 LUUJ =2' Excavation and YE :! d Rea b i ,-,, AREA pipe and structures. Comm BASIN! STAU CONNE NGCTION I m AM PRO w AT S-- -—-—-—-—---r-S--—-—- -—-—- 3RE1 OR "S.-I. ME;= FLE7AL 13 E- I:ftm I AND 7. Crocks to IIA 4 FR L QC Dmw vitm asm See Field Sketch IITS 5 Slo R ehachardon Lane PR0 Mtop & Shop Retail Sitework ien rns,MA02180 JECT NO: DATE: 02-25-2002 ltyFIELD SKETCH EAST Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/25/2002 Report No. 1 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site Work -Cotuit 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH.TESTS DdNE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 1 No. Of Sets: 1 CUBIC YARDS: 3 SET 1 LOCATION: Sonotube footing: retail A column line 12 at J.7 Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 45 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 62 M423 6 x 12 28.27 Good 02/25/2002 3/4/02 7 80,000 2,830 3 Truck No. 62 M929 6 x 12 28.27 1 Good 02/25/2002 3/25/02 28 Ticket No. 19022 M425 6 x 12 28.27 Good 02/25/2002 3/25/02 28 Time 11:2 0 M426 6 x 12 28.27 Good. 1 02/25/2002 3/25/02 1. 28 • . Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES t (1) Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar z CC: Stop &Shop Supermarket Attn: Dan Donahue • -;Stop & iShop Supermarket Attn: Arthur Joubert Kay Construction Corporation" Attn: Michael Collentro- - - r Landry Architects - - Attn: Dave Campbell - - ,,-a Vanasse'Hangen,Brustlin, -Inc. �- _ Attn:- Steve Chouinard AL I Of Massachusetts. The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 0 2/2 5/2 0 0 2 Report No. 1 Barnstable Building Department Job Number 7465 Attn: Michael Trott Project S & S Landing Retail Site work -Cotuit 200 Main Street Contractor Kay Construction Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Podr: Sonotube footings retail column line A at 12, H.5 to K.2, retail H, column lline 4.9, F.3: to F.7. Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑Vibrator ❑X Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑X Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: []Thermal Blankets ❑ Heat ❑X None ❑ Other Slump Specification (in.) 3 ro 5 Number of slumps out of specification reported to If rejected Approved by Superintendent Bob Cunningham Remarks: 7448 I � Of Massachusetts 'The Construction Testing People' Page 1 - 5 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/25/2002 Report No. 44 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Hazy, 45 degrees _TIME: 7 : oo AM CONTACT: Craig Williamson from Kay Construction PURPOSE: observe earthwork construction EQUIPMENT: CAt 436C backhoe TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of interior drain pipe continued at east end of Building "F" using a Cat 436C backhoe to the proposed elevations exposing previously compacted granular fill, which received a smooth bucket finish to densify disturbed soils. Backfilling of installed pipe was not performed on this date. A field sketch is enclosed for review. These observations were related to Mr. Williamson prior to departure. Inspector Premium Travel Name Time +Hours Time J. Kielty No REVIEWED BY: Chuck Fraser I cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard 4 See Field Sketch East ApRO)OMATE -I' TO rz=UNGER A SEX.. rAoUTf CONTRACT(HOW) (SEE WHO C-1a) - ---------- PVC ZENON WASTEWATER Iry • FACILITY-., OOO QAL EOUALIZArat LNOEPOROUND TREATMENT TANK TAT" GENERATOR AND DVLOSwM VAULT.............. ... .. TRM49MRMER PAD................. .. PRESSUIK DOSING SrATM WIN RMPS ID I,Gmep"T J-37.!O • US Lo X I 11.0w GQ_ MAMAN AM PROTECT ' !/ LO SETTLING 8"P_ COMO GREASE TW- T 35 INSTALL Ir-43'WO AND COW4CCT TO EMSTRNi WATER LINE 29 19 -14 It RELOCATE "4 8*5 r HYDRANT & 1 2-r PVC FOKE MAINS ?'Xcr/ -_ I - Lw) ;R BUILD G F PROPOSED STOP & SHOP UPERMARKEr 5&00 .4 T FFE 4 -'F.0 SFlBhK k wW Ell RECONNECT Excavation an installation of L 1,.;. C84TER .PAC W?jA;T1ON BA M n 223-%i:' aw interior drain 5!!');LONG pipes continues 0 W-28 _j py 0 , I J3WW LN FHOPEI -2 D 26 LINE :a=am 2-D, C 23 K '4 3 170PMER PAD IV. 54,00 & - t� 25 6A xs SSrE _3 -1.57.00 CA VENT ROOF .60 6'C7 1 60 - 1-61.00 Y 1- E= ES-22 r VENT—===__w_ k 14 '.72' 125 1-57.70 :aw 11 50.72' 50'x7r I RESERVE RESERVE AREA LEACHNG AREA 36A ------ • - ------- C b 2'0 13 0 E 2 Al No n w FFE- FErAL I 2DA 32 FrE-67.7 aq IrXrX1r TEE r.3 W CV, SEWL'�L 11:Ir Cy' 0 See Field Sketch East 5 Richardson Lane JOB NAME: Stop & Shop Cotuit Landing DRAWN BY: John Kielty UTSStoneham,MA 02180 PROJECT NO: DATE: 02-25-2002 FIELD SKETCH WEST , _i Of Massachusetts to 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/22/2002 Report No. 30 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 5000# 3/411 1 No. Of Sets: 1 CUBIC YARDS: 8 SET 1 LOCATION: Pier footing column line B at line 3.2 Total Unit Slump(in.) 5 Lab Size. Area Date Date Age Load, "Load Fracture Air Temp. (F.) 52 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 71 L949 6 x 12 28.27 Good 02/22/2002 03/01/2002 7 115,000 4,070 3 Truck No. 64 L950 6 x 12 28.27 1 Good 02/22/2002 1 03/22/2002 1 28 Ticket No. 19002 L951 6 x 12 28.27 Good 02/22/2002 03/22/2002 28 Time 12:10 L952 6 x 12 28.27 Good 02/22/2002 03/22/2002 28 Unit Wt Ibslcu ft Air Content(% GENERAL REMARKS: Inspector Premium_ Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2) Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/22/2002 Report No. 30 ' Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -.Total Pour:.. Pier footing column line B at line 3.2 Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑X Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 3 to 5 Number of slumps out of specification reported to If rejected Approved by Remarks: Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/22/2002 Report No. 31 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: . CLASS CONCRETE: 4000# 3/411 1 No. Of Sets: 1 CUBIC YARDS: 31 SET 1 LOCATION: Footing: pier footing 3 at E. Total Unit Slump(in.) 3 Lab Size Area Date Date •Age Load Load Fracture Air Temp. (F.) 52 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 70 L953 6 x 12 28.27 Good 02/22/2002 03/01/2002 7 99,000 3,500 4 Truck No. 68 L954 6 x 12 28.27 Good 02/22/2002 03/22/2002 28 Ticket No. 19005 L955 6 x 12 28.27 Good 02/22/2002 03/22/2002 28 Time 1:10 L956 6 x 12 28.27 Good 02/22/2002 03/22/2002 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium a Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES J. (1)Cone (2) Cone and Split (3)Cone and Shear (4) Shear (5) Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard I I i Of Massachusetts I 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/22/2002 0$ Report No. 31 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete CO. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: Footing: pier footing 3 at E. Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑X Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 3 to 5 Number of slumps out of specification reported to If rejected Approved by Superintendent Bob Cunningham Remarks: Total pour locations: wall: G at 4.8 to 4.9, 4.9 at E.a to G, 5.6 at F to G, G at 5.4 to 5.6, 5.4 at G to H, H at 5.4 to 5.11, F at 2.2 to 1, 1 at F to D.5, pier footings: B at 2.6 to 3.6, 3 at C to E, F at 3.35 to 4.1. i Page 1 of 4 J�Js The Construction Testing People" 5 Richardson Lane Stoneham,MA 02180 DAILY REPORT OF CONCRETE POUR PROJECT NAME: Stop&Shop Cotuit Landing PROJECT NO.: DATE: 2/22/2002 AIR TEMP.: 52 TOTAL YARDS: 39 POUR LOCATION: wall 0G0.48-49 049(a Fa-G 456(& F -G 4GCaa54-56 0540-G -H 4 H (a�54 511 0F(cD22 -1 41 a@F -D5 pier footings 0B0) 26 -36 03AC - E F 3.35 -4.1 Load & Slump Batching Batching Time in Yards Total Concrete % of Ticket# Set No. of Truck# Inches In Out Minutes Temp. Air Cylinders 64 5" 10:55 AM 12:15 PM 80 8 8 71 n/a% 19002 A 4 68 3" 11:50 PM 1:20 PM 90 7 15 70 n/a% 19005 B 4 55 1:05 PM 2:30 PM 85 6 21 19010 61 1:55 PM 3:25 PM 90 8 29 19012 64 2:35 PM 4:00 PM 85 10 39 19015 i INSPECTOR: John Kielty REMARKS: Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 02/22/2002 Report No. 1 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Mixed on site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TOASTM: C-109 CLASS MORTAR: Type S 1800 psi No. Of Sets: 1 SET 1 LOCATION: Wall: 12" block wall at rear of between H and L, 1st to 4th courses. Total Unit Air Temp. (F.) 55 Lab Size Area Date Date -Age Load Load Mortar Temp(F) 55 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 L780 2 x 2 x 2 4.00 Good 02/22/2002 03/01/2002 7 6,800 1,700 L781 2 x 2 x 2 1 4.00 1 Good 1 02/22/2002 03/22/2002 1 28 L782 2 x 2 x 2 4.00 Good 1 02/22/2002 03/22/2002 1 28 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time` G. Nehme No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Of Massachusetts 'The Construction Testing People' Page 1, 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/22/2002 Report No. 30 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store 466 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 5000#'3/4" VNo. OfSets:. 1 �COFIC YARDS: 8 SET 1 LOCATION: Pier footing column line B at line 3.2 Total Unit Slump(in.) 5 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 52 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) _ (psi.) Type Conc Temp(F) 71 L949 6 x 12 28.27 Good 02/22/2002 03/01/2002 7 115,000 4,070 3 Truck No. 64 L950 6 x 12 28.27 Good 02/22/2002 03/22/2002 28 139,000 4,920 3 Ticket No. 19002 L951 6 x 12 28.27 Good 02/22/2002 03/22/2002 28 145,000 5,130 2 Time 12:10 L952 6 x 12 28.27 Good 02/22/2002 03/22/2002 28 142,000 5,020 9 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium, Travel ,Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES � II (1) Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5) Columnar wCC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert a. ,,. Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell -- � Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva - Of Massachusetts 'The Construction Testing People' . Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/22/2002 Report No. 31 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE: 4000# 3/411 I. No. Of Sets: 1 CUBIC YARDS: 31 SET 1 LOCATION: Footing: pier footing 3 at E. - Total Unit Slump(in.) 3 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 52 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 70 L953 6 x 12 28.27 Good 02/22/2002 03/01/2002 7 99,000 3,500 4 Truck No. 68 L954 6 x 12 28.27 Good 1 02/22/2002 1 03/22/2002 1 28 1 120,000 1 4,240 3 Ticket No. 19005 L955 6 x 12 28.27 Good 02/22/2002 03/22/2002 28 1191000 4,210 4 Time 1:10 L956 6 x 12 28.27 Good 02/22/2002 03/22/2002 28 123,000 4,350 2 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium. Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva Of Massachlusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 02/22/2002 Report No. 1 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Mixed on site ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: 2-109 CLASS MORTAR: Type S `i.800 psi j No. Of Sets: 1 SET 1 LOCATION: Wall: 121, block wall at rear of between H and L, 1st to 4th courses. Total Unit Air Temp. (F.) 55 Lab Size Area Date Date Age Load Load Mortar Temp(F) 55 No. (in.)- (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Time 9:00 L780 2 x 2 x 2 4.00 Good 02/22/2002 03/01/2002 7 6,800 1,700 L781 2 x 2 x 2 4.00 1 Good 02/22/2002 03/22/2002 1 28 1 8,200 2,050 L782 2 x 2 x 2 4700 Good 02/22/2002 03/22/2002 1 28 1 8,000 2,000 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time G. Nehme No REVIEWED BY: Steven T. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Cape Cod Ready Mix, Inc: Attn: Jay Pleva r Y , � a � Of Massachusetts 'The Construction Testing People'' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 02/22/2002 t Report No. 22 `' Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 CONTACT: Bob Cunningham of Kay Construction _TIME OF INSPECTION: 10: oo AM TIME OF CONCRETE PLACEMENT: , 11 : oo AM Immediately prior to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints, some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: wall line G, 4.8-4.9; 4.9 at F.a-G; 5.6 at F-G; G, 5.4-5.6; 5.4, G-H; H, 5.4-5.11; F, 2.2-1; 1, F-D.5; Pier footings line S, 2.6-3.6; 3, C-E; F, 3.35-4.1 VERIFY: ATTRIBUTES REVIEWED Yes No — Coverage X Clearance X Cleanliness (heavy rust,scale, mud,dirt,oil,etc. not permitted) X Bar Supports X Tying X GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: William P. Crabtree Cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell ° Vanasse Hangen erustlin Inc' Attn: Steve Chouinard F y. y 1. e Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/22/2002 Report No. 43 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Clear, 53 degrees .TIME: 7 : 00 AM CONTACT: Bob Cunningham from .Kay Construction PURPOSE: observe earthwork work construction and perform field density tests EQUIPMENT: Cat 436C backhoe, small plate compactor, Bomag Supra heavy plate compactor, Cat 950E loader, Cat 330L excavator TEST METHOD: [91 Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Maximum Field Test Percent Dry Dry Percent Elevation No. Moisture Density Density Compaction Location " ' (Feet) 1 8.7 132.0 131.9 99.9 See sketch Bottom of footing 2 1 7.51 126.61 126.21 99.7111 1631 3 1 8.71 132.01 132.8 *100+ 1 162.51 OBSERVATIONS: Excavation and installation of Stormceptor SC-1 was completed using a Cat 330L excavator to the proposed elevations exposing natural sand deposits, which received a smooth bucket finish to densify disturbed soils. A 12' trench shield was assembled and placed in excavation. Upon installation of precast structures and drain pipe, backfilling was performed using Cat 330L excavator to place and bucket compact excavated materials consisting of F-M-C sand, little gravel, trace silt, followed by the Cat 950E loader to evenly distribute and depress placement to resistance. No further compaction efforts performed this date. Excavation and installation of interior drain pipe continued at south end of building, using a Cat 436C backhoe to the proposed elevations exposing previously compacted granular fill, which received a smooth bucket finish to densify disturbed soils. Backfilling of installed pipe not performed this date. Excavation to bottom of pier footing at south end of Building "F" was completed using a Cat 436C backhoe to the proposed elevations at bottom of footing, exposing previously compacted granular fill, which received a smooth bucket finish to densify disturbed soils followed by 4-6 overlapping coverages r. with a small plate � Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/22/2002 Report No. 43 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp compactor. Three field density tests were performed according to ASTM D1556 using the sand cone method. Test results exceeded 95% of the modified proctor ASTM D1557. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day+2 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard COMPACTION CONTROL SUMMARY Test Optimum Field Max Dry Field Dry Date Location Elev Soil Description Moisture Moisture Density Density Compaction No. Content Content 1 02/22/02 See Sketch B.O.F. FM sand, little F gravel, little silt 7.0 8.7 132.0 131.97 100.0 2 " 63' FM sand, little F gravel, trace silt 7.6 7.5 126.E 126.27 99.7 3 " 62.5' FM sand, little F gravel, little silt 7.0 8.7 132.0 132.88 100.7 Note: B.O.F. = bottom of footing i i ,UTS "The Construction Testing People" Project No.: 5 Richardson Lane Inspector: John Kielty Project Name: Stop& Shop Cotuit 02-22-02.xls `-- . Stoneham,MA 02180 N-Rox'•A KARATE WASTEWATER To� See Field SRrich East /� ,+-S►r \` I CONTRACT(HOLD)tA l )f/ .. .................. ........................... _ .. MANS 2$+ION WABT��IVATBi Q +- ?REATI�JT FACUTY :� - lYr ..�a7.000 cM..EOUAUZAnat 11 K t PUMP STAT1ox ,■,A ,tISA EA DXX SU NR GENERATOR AND •••� -••• IICCn . / VAULT • .•.� 1 2 7RANLRIER P fi p A M PRESSURE 0051N0 { ns TI rJ• ' STAd1 Im PUMPSWAKtAIN AND PROTECT 11.001)CAL EXISTING GREASE TRAP- 'i-9 :SAPO }% 1-57.7p E OCEnLID -n• ■s t TANK b n�° NstAu,r-ws eE)o Iftto T - / AND m wAT TO % _� 19 --6'S--i M70s r OOSTRa rATu uE- ( T Excavation and / = _w �� - installation of fr. � BUD ` �`' 'l -' a- tormceptor SC-1 _ PROPOSED Excavation and I Field density test#2 I ompleted. 1 SUPERMinstallation of ','Elev.:63' ' 1'I'6•t1R�ndt'el�1NI'''' - _� r,E_ Interior drain a 1p" ■ �I(foundation backfill) P.°sue '"0!"1 pipes I granular fill _ compaction: 99.7°/D z �;�;� I �' 1 ' °� Coco,WID so ' UM13 LOI/B1.61.00 I 1; IIII;IIII • I IIII .9.70' 1 1 1 �`/ y %�/ LA TV 1!� � _—J_ � t ' II 1 1 1 II I,I I 1 I :a2 1 1 III '!• • _ ^C ', -r•W —' �. lY f ¢n ' • o ^� , Field density test#1 1 j� ` 'a°°UPK -� I Elev.: YNtS _ T :„ma.P �" 13 ' ■ . (Pier B.O.F.footing) ■-___ ■I �� _� IV.-xoo ° T""" 'ao 1 ranular fill e^ _ : °` , R ompaction: 100% I I -72'4- �I r r li Pao 1l 11>� �A(t Ip..pi.O1O M� / t -= I I 25 nr 1. " 8 VENT ------ ------ LY C8-7 >a _6, I Field density test#3 W Y o Elev.: 62.5' ° e0•.rr r 1 -=p EX 77bb..0000 (foundation back fill) ' ' '° o"�'�EAI ! •' granular fill _ compaction: 100+% . -------XrD >r �. + —-— Q S�- -— —- -—-—-IN -— —- - / w A — n to t? Excavatio t 1J '_°° ■ „ I •>= 4 i ottom of pier „N,•. -• f000ting. . �° k 1-6•• =� t 1 Q 10 11A PFE-67.7 -nlo t tYa mr TEE tAd ID$1BAIX U' , R e 1 2-12 CV St:-tcY F_'ast _ •y . s 5RlohardsonLane JOB PROJECTNAMEE:t p & Shop Cotuit Landing DRAWN 0 BY: John 2 22 2002 Kielty FIELD SKETCH WEST 1N ur Stoneham,MA 02180 T i � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/21/2 0 02 Report No. 42 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Rain/drizzle, 50 degrees TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, Komatsu PC220LC excavator, small plate compactor, Bomag Supra heavy plate compactor, Cat 950E loader, Cat 330L excavator TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of Stormceptor SC-1 began, using a Cat 330L excavator to the proposed elevations, exposing natural sand deposits. Excavation became unstable and it was determined that installation would be aborted until a trench shield would be available to protect excavation. Excavation was backfilled until a future date. Backfilling of foundation walls continued at interior and exterior of east side of Building "F", using a Komatsu PC220LC excavator to place and bucket compact 12"-18" lifts of granular fill followed by 4-6 overlapping coverages with a Bomag heavy plate compactor to densify placement. Backfill operations are ongoing. Excavation to bottom of pier footings at southeast end of Building "F" was completed using a Komatsu PC220LC excavator to the proposed elevations at bottom of footing, exposing previously compacted granular fill, which received a smooth bucket finish to densify disturbed virgin soils followed by 4-6 overlapping coverages with a small plate compactor. Pressure testing of sewer lines was performed at SMH-11A to SMA-12 to SMH-13 to SMH-14. Test pressure of 5 PSI was maintained for 15 minutes at each run. Excavation and removal of temporary double catch basin and 12" drain pipe was performed at eastern edge of site using a Cat 330L excavator. Temporary service was installed on 1/29/02 to help with controlling runoff from existing parking area and protect leaching area construction from Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date ° 02/21/2002 Report No. 42 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp contamination. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell • Vanasse Hangen Brustlin Inc Attn: Steve Chouinard LYJI � a• Orc �:'T T �� n ��.` APROIDYATE WT Q LLgRK TT K -�` IfiDER A SEPARATE•ASh7ATER TZEU ENT \\ ewllfAcr rc 1 ......................... .._..._........... , L•D o-Ie) _ \ 2-2•PVC ' MAINS ZB+ION WASTEWATER _' 7AEAl1EEtIT FACLRY Ir. - �' -•..n o00 CAL.EOUAtRAT10N UNDERGROUND TREATMENT TALK / �''_:' 1 .TANt•R11P STAIION 1 004MATCR AND D14D91RE :........::.::::: ........... ea UGE/T VAULT }4 , TRANSFORMER vA0 !%. SD t 4/T 2b UO AID PROTECT I1.000 GREASE,RAPlD SETTLING a PVC �TANK , b - / \ 4 i-ws•DDD ANDECT TO VKVE OGSTeIG E'AT71 UNE- d I -°Y---�E Excavation and , BUILDING •F• ><• �� ' ,• ' -T � installation of _-- ' - f Stormceptor SC-1 - PROPOSED STOP & SHOP / 1 SUPERMARKET 1 11111��1�y ti I 1 1 1. 1 1 1 ,1 - aborted. - hSd00 1 1lJ1'1 I 1 '-�I 1 1 I �RA�IdI'D�SR!1 1 ,1�f,1,,1111111111111'll 1111 DIA.TEC,••)=1,1 1 RE-f&0 JIA `� ■ 1,1 1 1 1 1 1 1 I,1,I,IM, 1 • I 1,1, 1� VMRS EN � 11 •' II111111 I :+IA YR1fJ ! I F•I.00 1 ,, �0.Y ,1 1 1;f ',', ,1,',1�J,'✓-��-,-1 14DO• :MlD INnL 110N DASH -� 1' If 1111111,1 ,i 1111 ' I,I,tl� - ` A 8_UmI WIDE OLLTECJINIT9-- 1 . 111111111 . I fill :TTb '1 II1� 1 I ID IIfn LOW 1 I ,1 N.1l o 1 I 1 1 I 1 11 111 I ♦% _Excavation to hf,.� ' . ;l .•� 1,1,1 1 � ,A�•A• - bottom of pier 0 I l 1 1 ;1'1;1 ' + _ �' ; ", ,;,, •. 1-3" 0 lei 000tings. Typ. 3 I 1 ,,,, .n.• ,;;;;; 1 ;�;,�: .- _ places fn IS'O.L 0 1 17 2{•D i b'R l ' : • IECOII•ER GAS LAC 'r /12 -S•l0 2 � T 1 ■ ■ - ■ • 1 } N.-3•.00 TRANSFORMER PAD • t I _ -_ 8 .w7 1-57.00 ~�; "'°° �• :� f ,-,aeon — - Backfilling ■ oundation walls I 25 .. 4I TO - _ _- 1 " --------I --- ----- n CS-7 �,q 1 fw l'l- h57.70 -� 1 I j ,-f - a i W;� I Excavation and,. _ - -__ f,00 1T I I removal of temporary i s 0 ; -_ I _- I catch basin and rainage system P, I. I:1ILM ,6G •o , 21 / ..20 •� —_- —es__ _ -- LSD_ ----- - s— — _—_—_—__ I Q :{L• - 1, � 1 N ■ • I � A/ 96 FFE- •w • MAL ! ■ -fAs lY7m'YTY l!Z = �� I ILL K f -67.7 IY -fAI• 2- �Gv 27 - --� sEleAa LI• ' '. _a• :xm ' 44- (♦ TS' Sf icham9 nLane 0 JOB NAME: Stop & Shop Cotuit Landing DRAWN BY: John Kielty FIELD SKETCH WEST PROJECT NO: DATE: 02-21-2002 , Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/20/2002 Report No. 29 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: - C-39 CLASS CONCRETE: 4000# 3/411 1 No. Of Sets: 1 CUBIC YARDS: 15 SET 1 LOCATION: Footing column line F at line 1 Total Unit Slump(in.) 3 1/4 Lab Size Area Date Date Age Load Load, Fracture Air Temp. (F.) 48 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 76 L506 6 x 12 28.27 Good 02/20/2002 02/27/2002 7 105,000 3,710 4 Truck No. 67 L507 6 x 12 28.27 Good 02/20/2002 1 03/20/2002 28 Ticket No. 18950 L508 6 x 12 28.27 Good 02/20/2002 03/20/2002 28 Time 1:o0 L509 6 x 12 28.27 Good 02/20/2002 03/20/2002 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES / II (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard I I Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/20/2002 Report No. 29 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -TotalPour'. j Footing column line 1 at D.5-F, -coluron line F atl-2.2, 'Pier Footings column line 2 at E and E.a, Wall column line F and F.a 'at 4.8-4.9, column line 4.8 and 4.9 at F-F.1 and Fooing column line G at 4.8-4.9. Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑X Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 3-5 Number of slumps out of specification reported to If rejected Approved by Remarks: Concrete placement beyond 90 minutes, approved by Superintendent Bob Cunningham. F Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/20/2020 Report No. 4 Barnstable Building Department Job Number 7458 Attn: Michael Trott Project Stop & Shop-Landing Retail A-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Co. WEATHER: Cloudy, 50 degrees • _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, Cat 950E loader, Cat 330L excavator, 10 wheel dump, Volvo BM A35 dump, ASV 4810 tracked skid-steel TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of southeast leaching chambers and Stormceptor SC-5 was completed using a Cat 330L excavator to the proposed elevations exposing natural sand deposits, which received a smooth bucket finish to densify disturbed soils. A 12' trench shield was placed in the excavation. Upon installation of precast structures and corrugated pipe, excavation sides were lined with filter fabric prior to placement of 1 1/2"-2" washed stone from Lynch Pit in Falmouth, 3' around structures. Filter fabric was placed over stone prior to backfilling, using an ASV 4810 tracked skid-steel to evenly distribute and depress previously excavated materials consisting of F-M-C sand, little gravel, trace silt. Excavated onsite natural sand deposits were transported to Building "F" for reuse as granular fill (see Building "F" reported dated 2/20/02) . Three leaching chambers and Stormceptor SC-5 were placed this date. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser i � Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/20/2020 Report No. 4 Barnstable Building Department Job Number 7458 Attn: Michael Trott Project Stop & Shop-Landing Retail A-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Co. cc:, Stop & Shop Supermarket Attn:, Dan Donahue Stop,&, Shop Supermarket Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard a See Field Sketch Wes • .N. E L TANND A PROTECT UOST STATION IM PUMPS 1• - ! -y� NO Sow= J�. N�.�••�'•�-.• W11RAM AND fir �(/(�� ,' l \ oasTNc GREASE TRAP ;. iK' r ��. 4•�' . - '-- •- - - �T"j'�"�' �� ♦ DE'WIWTAY� _ resrAu r 2-+s er,o ✓ .a 1 AND , //y , •VKK WW1 SrNRAIE roWE� -_ zl.�:..-- �J..::�.r�.. .• i� 0' 1.ri ..k .//,'.%i//„__ -Qs— RELOCATE 1 , F _- �� 4__ �•.: pit+--•' HYDRANT mimru un 'r I 1 'r',�a4uAd,'KsM','r - u i /i�/ I ., r. rx 1� 1 � (•---. RECONNECT �� laf' • { rly� �'r','1 %. , /ii %• } 1 :a,o F�� ° "I _ YD �11rwr. ' � 1� � �r�r�iir i'1 \ 1 •1 � � MACr i .ro 1 'I 1! 0AD r'r'I I , T rArTT 1 .ao AN AND .3 ��•, } 1 11 I t � .� SEVER CONIEC,ION 1 ,r SERER CdD�C,DONS �6A�5� r-°rw / ,i L<'.� ,/ aim ,moo r r r r C>iP�""" 1 t �, - • '' 16 r'd rJ }• T ��' 1 / i// f-_ - 'fir-aam DUID+tNO , 1 C=2 � ,�r.'1 �� 1 � - ,�' } sEr!kll TO sl1-•Y�•�/ l.O. I :m» r �1 I . I /. •rs `-- _ ..- "Li: RETAIL A AND PROTECT 1 r r r r r r { 1 w . 1 r 1' ,',� I rr C� � �f/iBIE 1FR.DAS A10 r�a.i I �f� I � /•./�/ 30'LTL NIP,1 i , J Z�j,\ VE M r ( CO • ROOF DRAIN 2C0 i .LVL - 7 l I • - 1rTN 2 //\ m 1 Le • ■ - 1 ID 1__AD LkATA$ME�SSANVI- 1 . ` , 1 PRO A[M�� D`1Et _o— t P, y 1 1 _ r -sw rT 2 25 IWD r a, : 12 .\ n W -rT nA3 O .ro P'JII91F MSTALL —14 —�1--�� 7•tuhle �1 ,o Q au+oe,r, • .ar •rAo«rc • tu:ma -rT° t�'xmrv.mx I I C%RV r(/\ %t_ ■ PROTECT L E I ' ( • 1� {::1� 1 ANDWCHNO •\ ,p �' ,o AREA t (Tw.) L DOSINO OA916 M .ur T m Stw 1---- • ■ -------- KRDOVMTTP) • ,�L0.a �/ Excavation and '{ O o'' r'n'nn j . . . . rmc•u ' � installation of j t t01EC10N leaching chambers ie-u.n r ATE 9ot'r ,ro, 70.,-.10 . and Stormceptor _■. -- ----,1 - - s- -- -------- --02------ ----- ® SC-5 completed. �• E- 9 FETAL :Yw r"' S • .ra .B■ P ��++'.• E✓OS�R1,D' �mv ��_-nt 3Tentx�: VN 9Ep0IA fTE-E7.7. • ao R.mT.r[ • C-2. O°�ECTrONs. � i )) ••1 1RETAIL C 1NrtAN AND Pit= _...-.... .....o„_..._..._ ........... - See Field Sketch — -- -- - - - - _ - - _ _ — o� UTS SRIchardsonLane JOB NAME: Stop & Shop Cotuit Landing DRAWN BY: John Kielty FIELD SKETCH EAST Stoneham,MA02180 PROJECT NO: DATE: 02-20-2002 4 � Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/19/2002 Report No. 28 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, KA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ,,_ ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 y CLASS CONCRETE: 4000# 3/411 No. Of Sets: 1 CUBIC YARDS: 14 SET 1 LOCATION: Pier Footing column line 4 at line C Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load. Fracture Air Temp.(F.) 53 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 70 L290 6 x 12 28.27 Good 02/19/2002 02/26/2002 7 85,000 3,010 3 Truck NO. 65 L291 6 x 12 28.27 Good 02/19/2002 03/19/2002 1 28 Ticket No. 18936 L292 6 x 12 1 28.27 Good 02/19/2002 03/19/2002 28 Time 12:50 L293 6 x 12 1 28.27 Good 02/19/2002 03/19/2002 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1) Cone (2) Cone and Split (3)Cone and Shear (4) Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard I - - { � Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 0 2/19/2 0 02 Report No. 28 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: pier Footing column line 4 at C and E, column line 4.95 at B. Wall column line F at 5.7-5.4. Elevator Slab column line F-F.a at 4.8-4.9. . Footing column line G at 5.6 and column line H at 5.11. Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑X Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 3-5 Number of slumps out of specification reported to If rejected Approved by 'Remarks: Concrete placement beyond 90 minutes approved by Superintendent, Bob Cunningham. Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/19/2002 Report No. 3 Barnstable Building Department Job Number 7458 Attn: Michael Trott Project Stop & Shop-Landing Retail A-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Co. WEATHER: Clear, 52 degrees .TIME: 7: 00 AM CONTACT: Bob Cunningham from Kay Construction , PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, Cat 950E loader, Cat 330L excavator, 10 wheel dumps, Volvo BM A35 dump TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of southeast leaching chambers began, using a Cat 330L excavator, to the proposed elevations exposing natural sand deposits, which received a.smooth buckt finish to densify disturbed soils. A 12' trench shield was placed in the excavation. Upon installation of precast structures and corrugated pipe, excavation was lined with filter fabric prior to placement of 1 1/2"-2" washed stone from Lynch Pit in Falmouth, 3' around structures. Installation and stone placement is ongoing. Excavated onsite natural sand deposits were transported to Building "F" for reuse as granular fill. (See Building "F" reported dated 2/19/02) Three leaching chambers were placed this date. Note revised leaching chamber configuration in order to maintain existing concrete patio area. Excavation and installation of 12" corrugated drain pipe was performed at rear of retail building "A" using a Cat 436C backhoe to the proposed elevations exposing natural sand deposits, which received a smooth bucket finish to densify disturbed soils. Upon installation of pipe, a single lift of excavated material was placed and bucket compacted using backhoe in several passes to depress placement to resistance. No further compaction efforts were performed this date. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No ° '✓ Of Massachusetts -The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/19/2002 Report No. 3 Barnstable Building Department Job Number 7458 Attn: Michael Trott Project Stop & Shop-Landing Retail A-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Co. .REVIEWED BY -Chuck Fraser CC: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard See Field Sketch We > > V e L zo -34 1 0"0 sm TAM AM wm lEt7 ,5.yo _ .._..n.r•--�drR-'R Yoasrt»o ASE 1>ew r. •� �'�Drtw°R01ET F _ ��. � �,,:• - _ -��' 7�osnw luo / m P7srAu �-\ m.ec AtuwT � vKK OOSTNOAND T TO WARMOCATE 7FRJ� - _1 7'~ r. i •� 'Y/1 i .. /�...I�� //i. I I 1 lhir ` 'S' }�. 1 RELOCATE �.. tITDRANT l __�-_- - y i '' •�-6~�- _ � �-s�� e:ii.ar + -m,..;,�--�;fi ,.://�>c,- '�" �( '�'.. . 11tlnamta YA �t � 1 �i�,A�t�L�•kdl�,�i -�__ � //�/U ; 1 s7p• • u � I 'S Ilt as f'�ei 1 ■ I +t+i �,r,+,+, � +� _ � i. r / ////; �� 1 .aA 1' � ° ��I � ", tr0 6'wi. � 1 ,� i,,, ,1Tit _ i•/� 7 �A1111�� 1 -`"AIN a' = Excavation and vv� 1 -u PROW T E)OSOr1b`..1. PROW E70$TNIO CT SEVER car.EclloN '1 :4m sVo,oaR�cnoNs :ale installation of drain ;; ipo • I ,r,, m10 i'��1 11■ I .r{ 1 ��/,//// t / JJ :iuspewep f% • __� -,� \.` RETAIL A I tr1l t ( I,I V 1 %!•7 •--•" ._. 't Y ARI AND PROTECT AM -�M,�.t'IJ f _ 1 a /... • JtY Lr, 1 / 1 Q 1 1 21'D i ,.ldE ' t i • 1 r • J - 1 CURE COOP ESSA - r {I 'Vr + TD wnt LIE • ■ IrcL135ARr 2 ± u _ V 1 a I I ., a7 I - ■ � 4... _ .t.Ea a.a 1— --. A A i• r�trrn -1S �. 7 _____= c ' • w :aan - A/ a ai; n= r ry ---- --------- t T T 12 a -47 A•t n a0 v °'. ,t ^ai W �� 1 ,4 1to � ,ru»x� • .tas 1Aonw • - �� I t��x ■ ;1 i 1 1 :ate„ eo'.TY sm .wm a -aa PROMGT \ p z I t� •E7E t r t MUM f TAND / a�0 AREA ,-satto / t 1 S,EI K I �' # 7 + t L „�„ Excavation and �„ED 7� installation ofALL M RA I - leaching chambers "CIA) and Stormceptor Am— Rte.TT �• ATO SC-5 begins. Note ------- --�------ ----- tro S ff ; new configuration. ,. RffA tee+. wC ' to nA PPE-ers. • �, R-m.,r • :rs •v SS M D 4tBACN LN A Ae 0 _,r i 5 s .. L 1Z _ -•4 M-„-..... Q I YAMAN MO AIORL i ", CgIRR1101,5 � ' --- - original configuration _.. _..._...—a.—..._..._..� _ . .._..._._... r„L See Field Sketch - - - - - - - - - _ - - - _ __ — — _ ° UTS St nehamSMA02180 ROJECT NAME: NO p & Shop Cotuit Landing DATE: 02 1 BY: 9 2002 ie1� FIELD SKETCH EAST i Of Massachusetts & 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/18/2002 Report No. 27 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 4000# 3/411, r No. Of Sets 1 CUBIC YARDS: G2 SET 1 LOCATION: Wall column line A at 3.3-2.9, Pier Footing column line 4 at B and D Total Unit Slump(in.) 3 1/4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 33 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 69 L294 6 x 12 28.27 Good 02/18/2002 02/25/2002 7 82,000 2,900 4 Truck No. 63 L295 6 x 12 28.27 Good 02/18/2002 03/18/2002 28 137,000 4,850 3 Ticket No. 18922 L296 6 x 12 28.27 Good 1 02/18/2002 1 03/18/2002 1 28 1 142,000 1 5,020 1 2 Time 11:40 L297 6 x 12 28.27 Good 02/18/2002 1 03/18/2002 28 145,000 5,130 3 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: CORRECTED REPORT: CORRECTED TIME. Inspector '` Premium Travel Name Time Hours Time J. Kielty No Max Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree � - FRACTURE TYPES (1) Cone (2) Cone and Split (3)Cone and Shear (4)Shear (5)Columnar CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc' Attn: Steve Chouinard Cape Cod Ready Mix, Inc. Attn: Jay Pleva I Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/18/2002 Report No. 27 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL.COMPRESSIVE STRENGTH TESTS DONE ACCORDING.TO ASTM: C-39 ' CLASS CONCRETE: 4000# 3/4-1 No. Of Sets: 1 CUBIC YARDS: 22 SET 1 LOCATION: wall column line A at 3.3-2.9, Pier Footing column line 4 at B and D Total Unit Slump(in.) 3 1/4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 33 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 69 L294 6 x 12 28.27 Good 02/18/2002 02/25/2002 .7 82,000 2,900 4 Truck No. 63 L295 6 x 12 28.27 Good 02/18/2002 03/18/2002. 28 Ticket No. 18922 L296 6 x 12 28.27 Good 02/18/2002 03/18/2002 28 L297 6 x 12 28.27 Good 02/18/2002 03/18/2002 1 28 Time 11:40 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: CORRECTED REPORT: CORRECTED TIME. Inspector Premium Travel Name Time Hours Time J. Kielty No I Max Day 1 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES 1 (1)Cone (2) Cone and Split (3)Cone and Shear (4)Shear (5) Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin ,Inc Attn: Steve Chouinard » I i Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/18/2002 Report No. 27 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total:Pour wall column line A at 2-3_.3; column line 2.6. and 2.9.at A-aa. Pier Footing column line 4 at B and D Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑X Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 3-5 Number of slumps out of specification reported to If rejected Approved by Remarks: � Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/19/2002 Report No. 40 "Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Clear, 52 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, Komatsu PC220LC excavator, small plate compactor, Volvo BM A35 dump TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of 12" corrugated drain pipe was performed using a Cat 436C backhoe to the proposed elevations exposing natural sand deposits which received a smooth bucket finish to densify disturbed parent soils. Upon installation of,pipe, an 18" lift of excavated materials was placed and bucket compacted by the backhoe, followed by 4-6 overlapping coverages with the small vibrating plate compactor to densify placement. Remaining lift of 24" was placed and backdragged in several passes to depress placement to resistance. Excavation to bottom of footings along column line 1 and column line F at southwest corner of Building "F" was completed using a Komatsu PC220LC excavator to the proposed elevations at bottom of footing, exposing natural sand deposits, which received a smooth bucket finish to densify disturbed soils, followed by 4-6 overlapping coverages with a small plate compactor. Granular fill from natural sand deposits were transported and stockpiled at foundation perimeter using a Volvo BM A35 dump from ongoing excavation of leaching chambers at southeast landscape area (see retail "All report dated 2/19/02) . These observations were related to Mr. Cunningham prior to departure. Inspector ` °' Premium, Travel g Name 5 u. Time Hours Time J. Kielty No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser � Of Massachusetts. 'The Construction Testing P;e:ople' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/19/2 0 02 Report No. 40 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp Cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard 0 ��- APRowMUYE uer a t1GRN TQ ec PE}CRMIm See Field Sketch East I:LN ��.� UNDER A SEPARATE WAS"ATER TREATMENT ti /lr •: �\' CONTRACT ) /ACN2Tr (SEE le) `- 2-2-PVC I 1 - _::; ,YW MAWS .aw ZENON WASTEWATER 1 TREATMENT FACILITY '•.AOOD GAL EQUALIZATION UNDERGROUND TREATMENT TANK —IrD •PUMP STATION '' GEM-AIATOR AND DIODSIRE WASVORIEA PAD Amunc- PRESSMDOSN . .2 PRI PUMPSID S e :L•o 1,,000 GAL "••a \- s NAINTAN AND PROTECT lD SETIUNC e•Pvc EXISTING G FASE MAP S j TANK 'b `-'� Js .nJ }! Excavation and - � roe`" ^� 25 ,p VALVE EXISTING WATER IRE .eu .Na• 14 t--e� — --e'S---i ! ELOCATE l'_-.��•._.-.'-- :N.ro « installation Of drain - R , MT ENISID7G HYDRANT - >o --- I 2 Y P'• pipe. . 12•W' r I BUILDING I F' ,Y k . F — PROPOSED STOP & SHOP - • - 1 SUPERMARKET 1_ 00 ,L:ti�,�r,T;1,11,,11 _-I 1 11►.,L,RAt1Iw D,�N I,1; — ;1 1 1 1 1 1 1 1 1 ; ; �J CLLT7iC F7Z-eaG J7A iK ■ ;1 1 1 1 1 1 1 1,',1;F ly • I I�I�I;w UtRle�1,1�1�1 I _ � � � // �.j. /I ``\ ..�•__� -- :nip � i ,� :Li '��' —_ i l�/fi0 ffiTtfXI;Y 1 ;,,�'I'I �1 j �.... 11 I 1 111 � 1,11•. ��,1, I, r I 1BASIN RECONRFAT 3 1 1�1-L ��11�1� �� '�'' -IS i�i'1�1JJ i' ,1 Ir -L ,1,111 li 11 ,1,1 1 � �y'►TLnE1F#..^E_�"'-. 2�Y ClL7�gEG11QT�9�' WE -- -I UNITS Ld1G 1 1 I 1 1 1 0p 1 1t•>Q�I' _-- --�-;{C' MEL00 N • i' 1 '1'�'�' li° I ��i '6 �'��IN) 1 I //�% .m�cAi°n � -- l." 1 I 'i -1 1 1 i'�'�' � , ■ 1 ,1 1�>'•SiTi j■ 1, t �u ; %% I C 1-Lt� � �i � ��•••i�� ' e I� I '�1'1.9.iN 1�1�1� � t• i:,l �'�mL %/.' L_- ..-_ =!►OD IY �`�. l f JO'LVt ' i" I —2w10•'• �� r... - 1: Xo TS-27 w - t7 4•D .LR' 7 .•I.i IB•D.L G F nm 1. n• -M,: • RECONNECT •2 IL IV.-1L00 \ h EGN' `I «• n j l --~T- I I •irva- 1 l t S Stockpiling of ,2- Ern-�'�' as -- `•rublll :•un granular fill from 1 - -� I I :LT, -•' JC-3 a°° :ongoing:southwest e•cW T-S,IO — k� - -•INN ~ 1-4 -� r ■ =' leaching excavation T41pA0P*00a �.=t=== .�; I l Q� -�_ j � a �`'• ILTp - 1-57.70 �l m -Lb Q I • I I -LN 1 00100 RV ` 1 T I LEAL+INc AREA nro3 1-saeo ' t -- , JRA ^ -ns /• 30-D 'R / w S — --R•s--- -- -- _rD - - -- —_ S • 1 :n I S � :e►nN• 7D Excavation to •ru RN ■ bottom of foundation » FWw all footing -� �• -�• -nXv a i2-7CV� - _ SIBAt%IN ^ •• N - :-Ir cv _ �� -^ � -- ," '.-_ ••._- _ �-1V1— See Field Sketch East UTS5 RIChardsonLane JOB NAME: Stop & Shop Cotuit Landing DRAWN BY: John Kielty FIELD SKETCH WEST Stoneham,MA02180 PROJECT NO: DATE: 02-19-2002 M f � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/15/2002 Report No. 39 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Cloudy/windy, 48 degrees _TIME: 7: 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, Cat FL17 loader, Komatsu PC220LC excavator, small plate compactor, Hypac VR20 sgl drum vibratory roller, Cat D6R dozer, ASV 4810 tracked skid-steel, Volvo BM A35 dump TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: The backfilling of interior drain pipe was performed at interior north end of building using an ASV 4810 tracked skid-steer to evenly distribute previously excavated granular fill and sand-gravel fill, backdragging placement in multiple passes to depress to resistance. Backfilling of fire protection line, valves and tees was performed using a Cat 436C backhoe to place and bucket compact two 18" lifts of onsite granular fill natural sand deposits transported to location using a Volvo BM A35 dump from ongoing excavation of leaching chambers at rear of retail Building A -(see retail "A" report dated 2/15/02) . Placement was followed by 6-8 overlapping coverages by Cat D6R dozer to evenly backdrag placement to depress to resistance followed by 4-6 overlapping coverages with a Hypac VR-20 single drum vibratory roller to densify placement. Elevating of parking area subgrade was performed using a Cat D6R dozer to evenly distribute and backdrag placement of onsite natural sand deposits transported to location by a Volvo BM A35 dump from ongoing excavation of leaching chambers at rear of retail Building "A" (see retail "A" report dated 2/15/02) . Compaction was performed by the Hypac VR-20 single drum vibratory roller making 4-6 overlapping coverages to densify placement. Placement and distribution is ongoing. These observations were related to Mr. Cunningham prior to departure. Inspector Premium I Travel Name Time Hours ` Time J. Kielty No Max Day+l Hrs OT 1 Hr(s) Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/15/2002 Report No. 39 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp REVIEWED BY: Chuck Fraser CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard I 13 .a• %a woERW�MAIEMAS'�'"1 TTo yz= 4 �^'' See fieldSketchLast P(�E No1)RACT O)C-t•) - PVC i 1t a 2EIOW WAST7=WAT1�i ? f ■ tr• t TREATMENT FACiL" .-t -•�`2•ODO TANI�WIi�STA710N t•tOfAq mm TREATI■!fT TAYC GDCMATOR AM DIROSIRE r VALLT TRAR9IO OEA PAD O STATIM ID A 00A .l �. STA11011 Im PwPS / _ Q1 11 _ a•1 a YAMA•t AM PROTECT Backfilling of MUG QKASE TRM- t „ 1 >i .Y• DMAU 1r-F6'WO interior drain - SALVE - �T.°a'w�„NE -� -' pipes. j---- --a5---= DBE RI�A,E -- ^)/ M � E705TMy NYORANT - /��—'- --- I .. RMARKf.... � ME-Bs.O �7A •, • 1,1I,I,I,IM, ■ I ....1;1 w �E,1'111' �• ;• // _ O 1� t 1 1 1 11 I 11:1 I I 1 1 A t 1, .160 1;1'11111 11I1 - I'lllll'1 �-/ wDoNwro Loo -1 1 I,1,1,1,1 I� t I,I,�t I u/uu(u^'{�! L Distibution and ;1,;,�; - '' t6'{I■ ■DE I '1 I1111'1'1 1111111 �. 1 _---Is MIS UMt.ao t ■ ;1 t 1 '1;111 rolling of onsite natural sand- parking area 1 .YI Backfilling of fire ubgrade protection lines 17 t REOOIDIEOT E'yn ta•DA 0 xy and structures :,ia I ! C N.-x00 - e 1RANSiC0i11ER P -ew .°e ct t-at.00 R E=== t o Qo 'row t-ao r 1.57.O0 I:9.q . -aY VS.$-Moo Cha pqo 1:� !•47!-yye0 — / —� -Y7• I .A.A n1-61.00 —� \ ■ O �71 TO VD(T h' �y � � w _ W.7r RESEM / }d CKNO AREA t 61.00 " i LEA04NO�A76A I b Y�o •� ( �b 1-saeo „ a W. 1 C v — Y'I D --------- w ' 17 •o �i ■ • � � •C J o �' (�TAL :qY I ■ .w• tea. :pq a 1rxrx1r in : t Y :w■ .30 -rFt1A- FFE-67A. x-tr cv x7 �- -- 418ACA ul `+ .. . - � $2C f7f.•id$l;etch E:isl _ (/TS St RIchardson Lane neham,MAO2180 pROJECT•NO p & Shop Cotuit Landing DAE: 02 1BY: 5 2002 Kielty FIELD SKETCH WEST 1 i � Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/15/2002 Report No. 26 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/41- No. Of Sets: 1 CUBIC YARDS. SET i LOCATION: wall: Column line F at 4.9-5.11 and 5.11 at F-H Total Unit Slump(in.) 3 1/4 Lab Size Area Date Date .Age Load load Fracture Air Temp.(F.) 42 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 66 L077 6 x 12 28.27 Good 02/15/2002 02/22/2002 7 74,000 2,620 4 Truck No. 69 L078 6 x 12 28.27 Good 1 02/15/2002 1 03/15/2002 1 28 Ticket No. 18906 L079 6 x 12 28.27 Good 02/15/2002 03/15/2002 28 Time 10:00 L080 6 x 12 28.27 Good 02/15/2002 03/15/2002 28 F Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium' Travel -' - Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell vanasse Hangen Brustlin Inc Attn: Steve Chouinard I ..rti :47 Of Massachusetts. 'The Construction Testing People, Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/15/2 0 02 Report No. 26 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT .�TotalPour: Wall column line 4.9-5.11 at F-H, F-H at 4.9-5.11; Pier column line 4.95 at B; Footing column line A at 273.4, 2.6=-2.9 at A-AA . Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑X Thermal Blanket , ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 3-5 Number of slumps out of specification reported to If rejected Approved by Bob Cunningham Remarks: Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/15/2 0 02 Report No. 2 Barnstable Building Department Job Number 7458 Attn: Michael Trott Project Stop & Shop-Landing Retail A-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Co. WEATHER: Cloudy/windy, 48 degrees TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, ASV 4810 tracked skid-steer, Cat 330L excavator, Komatsu PC220LC excavator, Bomag Supra heavy plate compactor, 10 wheel dump, 18 wheel dump, Volvo BM A35 dump TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of leaching chambers continued using a Cat 330L excavator to the proposed elevations exposing natural sand deposits, which received a smooth bucket finish to densify disturbed virgin soils. A single 12 inch lift of 1 1/2" stone was placed under structures. Upon installation of precast structures and corrugated pipe, excavation was lined with filter fabric prior to placement of 1 1/2"-2" washed stone from Lynch Pit in Falmouth, 3' around structures. Stone placement is ongoing. Seven leaching chambers were placed this date. Note: excavated onsite natural sand deposits were. transported to Building "F" for reuse as parking area subgrade and water line backfill. (See Building "F" report dated 2/15/02) Unsuitable fill, consisting of wood, steel cable and debris was discovered during the excavation of leaching chambers below previously paved surface in a layer approximately 4' below finish grade extending to a depth of approximately 10' below grade. This area was over-excavated to an approximate perimeter of 10' north of proposed leaching chamber locations and to the proposed depth at bottom of chambers exposing natural sand deposits. Excavated debris and unsuitable material were removed, transported and stockpiled at north-center area using Volvo BM A35 dump. Over-excavated area was replaced with granular fill consisting of onsite sand/gravel mix placed and bucket compacted using Cat 330L excavator. Placement was lined with filter fabric prior to placement of 1 1/2"-2" washed stone 3' around structures. It is suspected that debris and unsuitable materials remain under paved area north of leaching field. i Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/15/2002 Report No. 2 Barnstable Building Department Job Number 7458 Attn: Michael Trott Project Stop & Shop-Landing Retail A-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Co. Settlement of paved area above suspected region is evident. Extent of unsuitable fill unknown. Future investigation/removal/replacement course of action is pending. Backfilling of rear foundation wall continued using a Cat 436C backhoe, ASV 4810 tracked skid-steer and Komatsu PC220LC excavator to place and bucket compact 12"-18" lifts of natural sand granular fill from ongoing leaching pit excavation followed by 4-6 overlapping coverages by Bomag heavy plate compactor to densify placement. Backfill operations are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time. Hours Time J. Kielty No • REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Attn: Dan Donahue Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard -4' Soo Field Sketch Wes(flk.j. 2D VL AIYum ma aroma °FRA VOSM0 SMIACM MAWTAW Emym AND aroecr l o°s+■c muse TIIAn m resTAu+r-+s•DTio � - �•.p i � - �t \�' t i%%� � � I - AND CDI°ECT m ?.. � _..._�--._�. •,•• l.i-��Tr-.- .-�.¢� m' � /�/_ 'i YAMII DOgTMD TIAIM 11C - r"-._... - _ _ _ -1 I _ti0 - ��.II �'r/ :'•%r r�' _WS-- — NTtlWTT .nl-�.�-�- `.� �` G+'� n:G'-' - iL •1 .) I __ _ RMOCATE s• ) 0 II __--�---- � 1-� .•ram- _— u•�:� ��.�..� ,, •,� �• "---- _ _ I �.. . i ►� ;I; i - t,Iti ;!INV, � •.� buried unsuitables. +�.= Removed and P1pTLCT oos++No RECONECTg'�t CONNfCD0N5 :qs � t i + 1• -+s 1', 'Area of additional replaced with suspected buried iatural sand _ unsuitables eposits within 10. - - Excavation and / f structures - �., - '� " installation of p",�I."S ,I •leaching chambers j Backfilling of , sl continues. See inset �.LK ram- ! �•, l • foundation wall _ or unsuitable soil DRA11 TH .LK ` I continues using ONAISSARY r g L, _ location. l 2 .f excavated materials r _ Au .-_-T -------- 1 , ... .^ n f -■0 M MSTNL -_VZ�R: 7b RR -14 1 r I ~' FE'SII+K I 1 � �• �.... , � , (1FJ ati Y •� ' �L VE I } AREA AREA I $ aro \ •�•_ �'.� -as■ ` n�'u •., rn,Irs rD e K ) r ! �. n ■ AT - tea: - :ws __ ' '- _____A - - � S— _ 1 spot glwflo �� ■ 'I �TAYK � _ e 4m T AND cuCTTO 7 ■ CWECTIOtg ■ � R.p%Ic ID 11A. • ,pL ' YF F 12 RUAa c �Ta••C , -- �� .. «•-�, ti�••:=000EC110A �� _ 0 - DMIB� -��. :�n�; �••=oaf«' �;tsrt�f: 1�l�x��:�-F'�'— —-- — — — — — = -- — — — __ — _ — —. - UTS 5R10ams nLane02180 PROJECT,No p & Shop Cotuit Landing DATE 02 1: John 5 2002 1ei� FIELD SKETCH EAST � Of Massachusetts. 'The Construction Testing People' � Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/14/2002 Report No. 24 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete CO. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4" No. Of Sets: 1 — CUBIC YARDS: 5 SET 1 LOCATION: Piers column line 5 at lines C-E .and Pier Footing column line B at 4.95 Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 31 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 63 L061 6 x 12 28.27 Good 02/14/2002 02/21/2002 7 60,000 2,120 3 Truck No. 57 L062 6 x 12 28.27 Good 02/14/2002 03/14/2002 28 Ticket No. 18896 L063 6 x 12 28.27 Good 02/14/2002 03/14/2002 28 Time 1:20 L064 6 x 12 28.27 Good 02/14/2002 03/14/2002 28 . Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector ; Premium Travel Name Time,, Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard f: Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781438-7755(Voice)781438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/14/2002 Report No. 24 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: Piers column line 5 at lines C-E. Pier Footing column line B at 4.95 Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑X Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ❑;None ❑ Other Slump Specification (in.) 3-5 Number of slumps out of specification reported to If rejected Approved by Remarks: Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/14/2002 Report No. 38 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Clear, 32 degrees TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, Cat FL17 loader, Komatsu PC220LC excavator, small plate compactor TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of 8" water pipe continued using a Komatsu PC220LC excavator to the proposed elevations exposing natural sand deposits, which received a smooth bucket finish to densify disturbed soils. Precast thrust blocks were placed at hydrant locations. Upon installation of pipe, a single lift of excavated materials, consisting of approximately 90% natural sand deposits and 10% subsoil, was placed and bucket compacted using 330L excavator followed by subsequent lifts of 18"-24" by backdragging and bucket compaction with the Cat FL17 loader making 2-3 passes to depress placement to resistance. No further compaction efforts performed this date. A temporary ramp over foundation wall was created using a Cat FL17 loader to place onsite sand material on and at foundation to provide access to building interior. Material was backdragged in multiple passes to depress placement to resistance. Excavation to bottom of interior footings along column line A at southwest corner of building was completed using a Cat 436C backhoe to the proposed elevations at bottom of footing, exposing previously compacted granular fill, which received a smooth bucket finish to densify disturbed parent soils, followed by 4-6 overlapping coverages with a small plate compactor. Installation of interior drain pipe continued. No excavation or backfilling. of installed pipe was performed on this date. These observations were related to Mr. Cunningham prior to departure. � Of Massachusetts. 'The Construction Testing People" Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Repoli Report Date 02/14/2002 Report No. 38 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp Inspector , Premium Travel Name �'. Timed J. Kielty No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard UNDER AiE uar a roRR T7 rK voRoae!D See Field Sketch East i' :X■ '�� ((--UNDER A SEPARATE RA Aj%)R TREATLOR FACILITY t3EE COKMACT ) C-1a) .......................... ........................... I We \�z-Y PRMANS i al ZENON WA87MATE31 - TAEATMElfT FACLM _ _--1 '•. 4ODO CAL EOUALIZATM 1 lIQ 1R[ATMDfT TAW •.TANt A PUWP STATION VALLI ::> ODQIATOR AND 0CLOSIM ... 0 ea/ TRN#WoR r.R PAO a IO ,?. �� PRESSIRK OOSNO 07.3 �C, \ ID 1 ��\ 1 STATIOM VM PUMPS g � f/ 11 \ '• a'1 /� n YAWAM AM PROIECT Installation of ' .'�E� 30 COMO CREASE TRAP- ` le. IMPAl1 IY-a3'O C i si interior drain — AND T TO 29 VALVE EXISTING RATER UK ..,• pipes continues. J----1 --O*S--- „ATE rr t ILDING IF' IZ IT P D STOP I &T I - - PERMARKE\ Dp Se. 1'Y1111111111 11 C ` I ■ U "WIDE DSD JIA 1 1 I 1 �iFD 5�� I I'Itl r // `` .-- • .A ;� •I■ ,1�1�1�1� - _' 'i 1 I y S 1.00 -! 1 -'aM 1 1 1� 1111 tl t,tltl'.l'� — f IRCON!'GT � :w Gs 1e17�'D 1 1 '''' Yl3O G 1��Ps11 TIS. �I ,Itltl 1111 . 1'1 1 _ js -.--- -�— 13 UNITS IA110 I 1 1 1 1 1 1 1 11 �n 1 �a1VL'/l[ � •— Q-��-�� 1-61.00 ' ■ t� _ 1111 ' 1 I� � " IS �'1 III �■ 1 ` 1 // ' m/la0. �-_. Q '1 I 1 1 ilt'i' ' 1 it' as li�i'i I I �, '/• /. . /i//.- 4 1 1111 1 m Te 30'L —:who 1 17 i .LIt- r ¢2' te'D.1 r :om 1 empofary ramp , LAWG location over -lamrfjF 1 T I oundation. N..34.00 0 TRA491 WAM PAD faW � --- ( I -� •Iw1 13 .11 b./1. =QQJ71 ae _ Y DD 1:nla s SUN) E'S ea00 - f .m 1 I I -as .73' -, T -� 4 a 7221 - > 'Y .70 T 'Y �� ,11 10 -euP >w eam " %-1• I .aw tto'.st' >• a►t eM / IS I e017Y I 1 .s RESERVE I \/ M.`.. - i I RESERVE ( AREA - b :x- / _ 1.00 I IEAC1■LEACHINGto1.6?°O AREA I 1b-e n, SEA , Excavation of interio ' '-3D•D —30.O C oundation walls to Excavation and 20 bottom of footing. installation of 8" ---"--- water line & hydrants • continues. - ETA " .6A IYxe'1ttY In = ' ' C Q :Tlu 10 lY OV 1 IIA f'F'E r�ew 67.7 1-D'OV 1- �- -- �' le: ' - sAm _ ' •� •-- - -e '- - See Field Sketch East UTS si nlehamgMA02180 PROJECT•NO p & Shop Cotuit Landing DATE: 02 1. John 4 2002 lefty FIELD SKETCH WEST � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 0 2/14/2 0 0 2 Report No. 1 Barnstable Building Department Job Number 7458 Attn: Michael Trott Project Stop & Shop-Landing Retail A-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Co. WEATHER: Clear, 32 degrees .TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 330L excavator, Bomag Supra heavy plate compactor, 10 wheel dump, 18 wheel dump TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of Stormceptor SC-4 and leaching chambers began using a Cat 330L excavator to the proposed elevations exposing natural sand deposits, which received a smooth bucket finish to densify disturbed soils. A single 12 inch lift of 1 1/2" stone was placed under structures. Upon installation of precast structures, excavation was lined with filter fabric prior to placement of 2" washed stone from Lynch Pit in Falmouth, 3 feet around structures. Stone placement is ongoing. One Stormceptor and 3 leaching chambers were placed this date. Note: excavated onsite natural sand deposits were transported to Building "F" for reuse as granular fill for ongoing foundation wall backfilling. Backfilling of rear foundation wall began, using the Cat 330L excavator to place and bucket compact 12"- 18" lifts of natural sand granular fill excavated during demolition and from ongoing leaching pit excavation, followed by 4-6 overlapping coverages of a Bomag heavy plate compactor to densify placement. Backfill operations are ongoing. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Chuck Fraser Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/14/2 0 02 Report No. 1 Barnstable Building Department Job Number 7458 Attn: Michael Trott Project Stop & Shop-Landing Retail A-Cotuit MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Co. cc: Stop & Shop Supermarket Attn: Dan Donahue ` Stop & Shop Supermarket Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin, Inc. Attn: Steve Chouinard i IPA See Field Sketch We V Comm ° 1 L ''•rAIY AND PROTECT srAnaY rtY PUMPSm ! .n K oasn+o saw -�_—.. �-/'1"''/`/'•'J`/`/`•.. ,_ 26 *1 \ PROTIECT Va µTM Esc TRAIP I°° NSTALL,Y-as efHD .lam _ _ - '� _ 1•sr'' yl to.eCY.wt !/ �• y AND CONNECT TO v 't 31. .� o _Q \ `\• 1 I A!!D�G VKK - DUSTING WATER UNE ...--.. �\. _ v t '`Y l P• �,/,: "/,i.// ' ?-A ROW RELOCATE' -Ir _ > �. =- /`�. f t•., i�.l. 11 x•vvE .�'i ^ e-Sl°C:9 R. D.nT D) .� �- '/�" t� ' RELOCATE , t � 'J � _ _ � � 1 HTonAYr �•� '•I V\:fP�•e`� ��5�- _ .l1.ryi ' -�,GiL`+N� / I//iL� W, 11f■111"me ' —.•--___S-. I 1i�,IihS�fgM'�di'1'� ` _ -_ -- -� _._._:. Ii r /i Nili/,%nf � � [, � _ 1 I 4 . ,� OIARC WINI 1, - y i / r // IN i rw'• F ` - .^ } i,•�mo r-`1 ORO SE 1 E,11 ;',i ARi'1 •1 -NAM ,r` `• / 1 .ao „ 1'1,1 �'i .,u YAM AN1q I' .ao P"T.Cr�OUSDiRw RECONECT PNOIECT FJ°S :a» •; IT .a:p SETRA ODR,ECI,W 1 [ ,i" 1 1 t5 ,�1�,4 , I GA4� `(�� ! t-ms 1 A7011 1 1 11r, ( IZJN�� I / } • � 1,' f 1 I /irii ----- -a-�- - �' .�, Excavation and i 4 1 ,+ o >,. _ - ' installation of / y 11'i :•■ I 1 �,• . .. o FROTER - tormceptor SC-4 & ,liri ._..._ GAS AM I • �r � a, Backfilling of �,s•= .leaching chambers ,o•Lw �' ` foundation wall 0 begins N :.B hg ,.�;ESE , I , • begins using NECESSARY excavated materials - I b ISOan-si emi F' i i 1ao - ---- --------- , T Ntix } a W ,v •., � o .■a? a, I '� eo.n I ` �•a�:o ■ ._we c.o«c • [uoma I`°0rrnna mx ■ c Y I I RESERVE f;'I 7 \ r. was ,a `it.7 i Nr AND� AREA i } 'aro AREA ( b I-�� , - , I (TON.) g M1 Sm 1 0 OOSIRR•BASINS ro Tta! , '! All I---- ■ ■ —_—_—__r—� KMOOOVm(TTV)IF-S a1IF 101;. % t I - �TEIC ■ • • ■ aU Y 0051N0 / tONRE1C110N °. Y AND PRDTErI_ S a.17 AT -- SDi't -� -�-�-� _�_ y- - - ----- --G'S------ «---- WEI 10 A�ANTT EC.1 O K % I) Q ! /YA°RAW i (} 1 ■ _a5 S. 1-bl _a■ 0 ( F105TR,0 Io F IIA FFE-B7.T. • R-6.2 • TIUn � e j .AU ' . Qj 23 . tx cm - '•.• ---1---- WrAL C YAI Q R[GL C ! ~r «. T I COSTIND AID nunr 8535 See Field Sketch -- -- - - - - - _ - _ _ _ — o 5 Richardson Lane JOB NAME: Stop & Shop Cotuit Landing DRAWN BY: John Kielty UTS Stoneham,MA02180 PROJECT NO: DATE: 02-14-2002 FIELD SKETCH EAST Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 02/13/2002 Report No. 14 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 CONTACT: Bob Cunningham of Kay Construction _TIME OF INSPECTION: 7 : 00 AM . TIME OF CONCRETE PLACEMENT: 8 : 00 AM Immediately prior to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints, some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: Retail "A" wall, line 8.1 at H-L VERIFY: REVIEWED ATTRIBUTES Yes No Coverage x Clearance x Cleanliness(heavy rust,scale, mud,dirt,oil,etc. not permitted) x Bar Supports x Tying x GENERAL REMARKS: Inspector Premium. Travel Name Time Hours Time . J. Kielty No REVIEWED BY: William P. Crabtree 1v~�C/ cc: Stop & Shop Supermarket Co Attn: Dan Donahue �/ Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard I r Of Massachusetts, 'The Construction Testing Peo,ple'' Pagel 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 02/13/2 0 02 Report No. 15 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 CONTACT: Bob Cunningham of Kay Construction _TIME OF INSPECTION: 9: 00 AM TIME OF CONCRETE PLACEMENT: 10 : 00 AM Immediately prior to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints, some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: Building "F" pier footing: line 5 at D; Wall: line G at 2.8-2.7; 2.7, G-F; F at 2.9-2.2; G at 3.35-3.7; Elevator mechanical slab line F-H VERIFY: REVIEWED ATTRIBUTES Yes No Coverage x Clearance x Cleanliness(heavy rust,scale, mud,dirt,oil,etc. not permitted) x Bar Supports x Tying x GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: William P. Crabtree �Q cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard i I Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 02/13/2002 Report No. 15 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, NIP. 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 CONTACT: Bob Cunningham of Kay Construction _TIME OF INSPECTION: 9: 00 AM TIME OF CONCRETE PLACEMENT: 10 : 00 AM Immediately prior to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints, some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: Building "F" pier footing: line 5 at D; Wall: line G at 2.8-2.7; 2.7, G-F; F at 2.9-2.2; G at 3.35-3.7; Elevator mechanical slab line F-H VERIFY: REVIEWED ATTRIBUTES —� Yes No Coverage x Clearance x Cleanliness (heavy rust,scale, mud,dirt,oil,etc. not permitted) x Bar Supports x Tying x GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: William P. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard r Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/13/2002 Report No. 22 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4° No. Of Sets: 1 CUBIC YARDS: 3'l SET 1 LOCATION: wall: Column line G at 2.7 Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load' Fracture Air Temp. (F.) 37 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 68 K779 6 x 12 28.27 Good 02/13/2002 02/20/2002 7 77,000 2,720 4 Truck No. 57 K780 6 x 12 28.27 Good 02/13/2002 03/13/2002 28 Ticket No. 18879 K781 6 x 12 28.27 Good 02/13/2002 03/13/2002 28 K782 6 x 12 28.27 Good 02/13/2002 03/13/2002 28 Time 12:10 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector. Premium ?ravel ' Name` Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard i � Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/13/2 0 02 Report No. 22 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: wall column li ne 5 at D, G at 2.8-2.7, 2.7 at G-F, F at 2.9-2.2, G at 3.35-3.7, Elevator Mechanical Slab Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑X Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification(in.) 3-5 Number of slumps out of specification reported to If rejected Approved by Bob Cunningham Remarks: Concrete placement beyond 90 minutes approved by Bob Cunningham. i i 0 Of Massachusetts hu, wThe Constructer leStitV lhb� Page # o Aff DAILY REPORT OF CONCRETE POUR PROJECT NAME: 5 To P �. S as F' do ru tT Sylt-.brA)6 'F" PROJECT NO.: DATE:_ o Z- 13 - o Z AIR TEMP.: 37 TOTAL YARDS: 3 1 Foo I I dl t S @ LiA1E p ' u/A�-L ¢. G c2 2, S - Z, 7s LOCATION OF POUR: F z,9- z,z . j A, 0 3. Z —3 '1 �L�✓AT02 M£�ll LA� 4- F— H FLoad Slump Batching Batching TimeIn Yards Concrete % of j Ticket # No. of Inches In Out Minutes Temp. Air Cylinders g; ,5 /o : oo /oS �I i i8gG8 � 7 iIs'lS �z : 4S 90 Z. �09 1 z ; Zo 1 30 -7O II �3 , I8883 � 7 1 50 3 00 70 g/31 1BSS 'T I 1 I I i I I I j I I I I I � I I I �� E.TII'uc'K INSPECTOR: ��o Nam) K/E -s �/ REMARKS: F,PoM RC-rAlt- "A" pouR 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 i " Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/13/2002 Report No. 23 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3 0 00# 3/4-1 No. Of Sets: 1 CUE31L YARDS: 35 SET 1 LOCATION: wall: Retail "A" wall column line 8.1 at H.5 Total Unit Slump(in.) 4 1/4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 37 No. (in.) (sq. in.) Condition Cast Tested Days - (lbs.) (psi.) Type Conc Temp(F) 68 K799 6 x 12 28.27 Good 02/13/2002 02/20/2002 7 71,000 2,510 4 Truck No. 63 K800 6 x 12 28.27 Good 02/13/2002 03/13/2002 28 Ticket No. 18865 K801 6 x 12 28.27 Good 02/13/2002 03/13/2002 28 K802 6 x 12 28.27 Good 02/13/2002 03/13/2002 28 Time 8:20 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium - Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree, FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard i � Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/13/2 0 02 Report No. 23 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete CO. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Column line 8.1 at H-L Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑X Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 3-5 Number of slumps out of specification reported to If rejected Approved by Bob Cunningham Remarks: Retail "A" wall _ Truck #63 column line H-H.8 Truck #58 column line H.8-J.5 Truck #64 column line J.5-K.2 Truck #57 column line K.2-H f 0 Of Massachusem Inc. w1rhe CO StruCtiOn TeSting PeOPW Page # l o F DAILY REPORT OF CONCRETE POUR PROJECT NAME: S7oP 4, S No P d0 TU iT RETA/L %A,, PROJECT NO.: DATE:_ a Z - ! 3-c Z AIR TEMP.: 37 TOTAL YARDS: 3.S LOCATION OF POUR:_ 8, 1 QZ L�,y k4 _ L WA t- L_ Load & Slump Batching Batching Time In Yards Concrete % of Ticket # No. of Truck # Inches In Out Minutes Temp. Air ! Cylinders �3 41/4 7 : to 9 zZo 76 9 .i' 9 �g ; i 88�� 4 y¢- 58 1 1 T;20 g 50 90 9/18 ,88(O6 7 :$o 9 io SO 9/Z-7 57 '•CS 9 '•30 7S g�3S /886g I i i i i i INSPECTOR: •�10NA� ��ELT1/ REMARKS: TRA,NEE f tRIAA) D 'LEhRv 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 Of Massachusetts i 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/13/2002 Report No. 37 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Clear, 32 degrees TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 326C backhoe, Cat FL17 loader, Cat 330L excavator TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of 8" and 12" water pipe and hydrants continued using a Cat 330L excavator to the proposed elevations, exposing natural sand deposits which received a smooth bucket finish to densify disturbed soils. Thrust blocks were poured in place at hydrant locations. water/sewer crossings were encased in concrete within 10, of crossing. Upon installation of pipe and hydrants, a single lift of excavated materials consisting of variable amounts of natural sand/subsoil blend (70%- 85% natural sand deposits and 15%-30% subsoil) was placed and bucket compacted using the 330L excavator followed by subsequent lifts of 18"-24" and backdragged and bucket compacted using the Cat FL17 loader making 2-3 passes to depress placement to resistance. No further compaction efforts performed this date. Excavation and installation of 6" pipe connection to grease trap GT-1 was performed using a Cat 436C backhoe to the proposed elevations exposing previously compacted granular fill, which received a smooth bucket finish to densify disturbed soils. Backfilling of installed pipe was performed using a backhoe with a smooth bucket finish to depress placement to resistance. No further compaction efforts performed this date. Installation of interior drain pipe continued. No excavation or backfilling of installed pipe performed this date. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. i Of Massachusett"s- 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/13/2002 Report No. 37 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, NIA . 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp Inspector.. „� Premium " Travel ...-a� ti�'_^�: Name Time Hours ' Time J. Kielty No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser Cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard - rral 1 CC9 �/ t APPODNATE LMT OF WOIDN 10 BE Pvavelm TINDER A SEPARATE/W��ASTEWATER TREAT1ENT y FACUTT CONTRACT .MV) (sEE YANG ale) / 1 - 1 PVC ZBNON WASTEWATSi Irw ,- TREATMBlT FACILIW f I ••..t7.000 CAL EOUAUMATICN UNDERGROUND TREATMENT TAN( .TAW PUMP STA11011 mfRATO AND ENCLOSURE _ TRAN90N■RR PAD Pon STATION NT11 PUMPSLD y } I-ST.SO UCE/T \, ye as -OaN y/ 1D -� a.;, >� LD Installation of e -� b AM PIROTECT °°TM°CREASE TRAP ae interior drain - vA<wE 'A .aA �,D pipes continues. 1--- TER UNE — --e,s---= `KYDRANT" t - rr` R BUILDING rF' - + PROPOSED STOP SUPERMARKET I_,aoo 1;1 1'1 1',1�F„1 1 1'1 ::;.,aCIl{{,,'��,a,�e;'I'; � - -- - i iT,',N,l,l,lill',1,',1'1 CTUUEC wRl,l,l FTE.a&O 37A C ■ 111 1 1'1 1 1 1,',','�' i ■ I �,1'11;w uf17 Sf+� 11111 _—__ 1'1 - 1111'1 1 i r 1 1 1'1 1.4' RECONNECT Df0.}pARW BASIN 1 Ie ,I,� ,1 - CENTER 303 CLILTJUNITS' 1S -�— -�— 11 UIeTS LONt I 11 1,I,';111 �O ;1;1 -m.10�' 1;1'1�1' ,• 1 1 __ --- t]e,.00 t ■ ' w '1'1 '1' I e ■ I ''1 Ie 'I��tij �u ! %/%/i/ , u11n Ia/A1S � — St I 'i I 1 1 i'''i' ' 1 1 1', - 'i�l,l I■ 1 ' `% �/'•'/ �' —:ZD') 1 r w w t7 .L0. ' < 1 ' Ern 16_DL r c :� , Excavation and - T ,� RECONNECT c j :a I installation of 6' T = pipe ■-__ ■ _ 1 Iv.-$400 I TRANSFORMER PAD J , -- I 1-61.00 R �Qi71 1 ai3 �r od► :ass e•s I-MOO . - _ rrili � • .2m ae e'c■I-S6110. — i — :aw . • Excavation and .•1pIT 00 -_= , I i I Dom„ 22 , - -installation of 81& * I. E_=- - --- --- , ----'--- ( • - ■I-avc-=cr-' ` 12"water lines& M;9 F VENT --- , S �, �� --Area of pipe ,: �l w a, hydrants continues. "I Q i RESERVE encasedin kCHM AREA Irma lb �� --7D•D °°� � � • .ma i• .-.�pb C D lI& WN ■ Ira e ( ) ESe 1 bi • •� ` twMw �- ■ FETALNJ N:Naa I 1rm-,Or TEE ' r :aas ,D 11A USE-e7.7 'a• t-r Ov SETBACK Ln W 2-tr CV _ 27 �- -- ) 5 Richardson Lane JOB NAME: Stop & Shop Cotuit Landing DRAWN BY: John Kielty " UTS Stoneham,MA02180 PROJECT NO: DATE: 02-13-2002 FIELD SKETCH, i �� Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/12/2002 Report No. 25 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000## 3/411 7 No. Of Sets: 1 CUBIC YARDS: 18 SET i LOCATION: wall: column line 2 at line C. Total Unit Slump(in.) 3 3/4 Lab Size Area Date Date Age 'Load Load Fracture Air Temp. (F.) 35 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type" Conc Temp(F) 62 K759 6 x 12 28.27 Good 02/12/2002 02/19/2002 7 65,000 2,300 4 Truck No. 58 K760 6 x 12 1 28.27 1 Good 02/12/2002 03/12/2002 28 Ticket No. 18852 K761 6 x 12 28.27 Good 02/12/2002 03/12/2002 28 K762 6 x 12 28.27 Good 02/12/2002 03/12/2002 28 Time 1020 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector . Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard � Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/12/2 0 02 Report No. 25 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete CO. Cape Cod Ready Mix FIELD SUMMARY REPORT �TotalPour: Wall: 2 line at B.8 to D, D line at 2 to 1, 1 line at D to C.S. Method of Placement:' []Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑X Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: 10 Thermal Blankets ❑ Heat ❑ None Other Slump Specification (in.) 3 to 5 Number of slumps out of specification reported to If rejected Approved by Remarks: i U� ®# Massachusetts Inc. "The C®nstructiOn Testing PeOPW Page # 4- DAILY REPORT OF CONCRETE POUR PROJECTNAME: SToP l SHoP GLo-TJ1T LAA)DIAjG' PROJECTNO.: DATE: 02 - 12 - O Z AIR TEMP.: ' TOTAL YARDS: 1 S LOCATION OF POUR: Z. R 0 - D D @ Z -1 d 1 Load & Slump Batching Batching Time In Yards Concrete % of Ticket # No. of Truck # Inches , In Out Minutes Temp. Air Cylinders Sb 3314 1 % 00 10: Z0 80 / D/ip laZ. A4- (, $ i f i i i i ; INSPECTOR:_ �oN ,,) Lo01,Ft_ y REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 Of Massachusetts Inc. "The Construction Testing LETTER OF TRANSMITTAL -SOIL TESTING RESULTS PROJECT: S�oy }S�no ��« (o��tv�� DATE: SAMPLE NO. --� a PROJECT NO. Ll Sample Submitted by: Date Submitted: SOURCE: ❑ On-Site Generated @ Location: ❑ Off-Site Borrow: P�ther: 0 V. A X RE UESTED TESTING PROPOSED USE Gradation Analysis ❑ Structural Fill Wash Sieve Analysis ❑ Granular Fill Moded Proctor Test ❑ Common Fill ❑ Atterberg Limits ❑ Ordinary Borrow ❑ Other: ❑ Massachusetts DPW Standard Specifications REMARKS ❑Does conform to the Project Specifications ❑Does not conform to the Project Specifications ' , ❑Marginally does not conform to the Project Specifications 'Other We Sv eon Z S� ��\�� c„.�' S Sv:\ \0 P ❑ No Specification provided to bur office. ❑ Specifications provided to our office but sample not submitted to a specific use. ❑ Sample submitted without indication of intended use and without Specifications. We suggest the suitability of this soil be reviewed and approved by the Architect & Engineers-of-Record prior to use on the project. Ned Callahan John C. McCarthy Soil Laboratory Manager Soil Department Manager 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 i GRAIN SIZE DISTRIBUTION TEST REPORT C CC N _ _ ,_ C C C //-�� '- a N 00 O O O O O C 10 ,O M N M M 90 80 70 w z 60 w z 50 w U W 40 d 30 20 10 0 200 100 10.0 1 .0 0. 1 0.01 0.001 GRAIN SIZE - mm % +31, % GRAVEL % SAND % SILT % CLAY USCS LL PI • 0 . 0 8 . 3 68 . 6 23 . 1 SM SIEVE PERCENT FINER SIEVE PERCENT FINER Location : inches number size • size • *ON SITE, SUBSOIL 0.75 100.0 4 91 .7 0.375 96.5 10 85 .8 20 71 .5 Description : 40 46.0 •F-M SAND, SOME SILT 50. 36.5 TRACE F-GRAVEL 100 27 .0 GRAIN SIZE 200 23. 1 D6O 0.617 D 30 MA SACHi JSETTS0, INC. D 10 ''v i�ti Remarks : - COEFFICIENTS BY: #200 WASH SIEVE C c Cu I UTS OF MASSACHUSETfS, INC. Project No. : 7404 I 5 Richardson Lane Project : STOP & SHOP STORE #66 , COTUIT, MA Stoneham, MA 02180 Date: 2/12/2002 Sample No . 7250 i MOISTURE-DENSITY RELATIONSHIP TEST 140 135 U a- 130 T m _HTm L 125 o ZAV for 120 I Sp.G.LI 2.75 115 O 2.5 5 7 .5 10 12.5 15 Water content , % Test specification : ASTM D 1557-91 Procedure A, Modified Oversize correction applied to each point Elev/ Classification Not , % > % Depth USCS AASHTO Moist . Sp•G. ILL PI No . 4 No.200 SM 8.3 % 23. 1 % ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 134.2 pcf 131 .8 pcf F-M SAND, SOME SILT Optimum moisture = 6.5 % 7. 1 % TRACE F-GRAVEL Project No. : 7404 Remarks : Project : STOP & SHOP STORE #66 , COTUIT, MA Location : ON SITE, SUBSOIL Date : 2-12-2002 MOISTURE-DENSITY RELATIONSHIP TEST UTS OF MASSACHUSETTS , INC . sample No. 7250 i Of Massachusetts Inc. "The.Construction Testing " LETTER OF TRANSMITTAL -SOIL TESTING RESULTS PROJECT: S�c,�-�S�,o�St@ �Cvt��'f . DATE: SAMPLE NO. 'j a�C„� PROJECT NO. Sample Submitted by: J GYw� �(,\�� Date Submitted: --00 SOURCExOoff-Site Borrow: Generated @ Location: ��nc y�c`j �c.f\ ��9 t/�``, o— ❑ Other: RFOUESTED TESTING PROPOSED USE Gradation Analysis .❑ Structural Fill Wash Sieve Analysis Granular Fill Modified Proctor Test ❑ Common Fill ❑ Atterberg Limits ❑ Ordinary Borrow ❑ Other: ❑ Massachusetts DPW Standard Specifications ❑ Other: REMARKS Does conform to the Project Specifications Secv�o h U aaUC) a.U\ C k �c�rJ�cc ❑Does not conform to the Project Specifications ❑Marginally does not conform to the Project Specifications ❑ Other ❑ No Specification provided to our office. ❑ Specifications provided to our office but sample not submitted to a specific use. ❑ Sample submitted without indication of intended use and without Specifications. We suggest the suitability of this soil be reviewed and approved by the Architect & Engineers-of-Record prior to use on the project. Ned Callahan* John C. McCarthy Soil Laboratory Manager Soil Department Manager i 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 GRAIN SIZE DISTRIBUTION TEST REPORT - c Cc < c - - - ._ < N co O O O O 0 o 100 n N � M 90 80 II 70 w z 60 w z 50 w w 40 a l 30 II 20 II 10 0i 200 100 10.0 1 .0 0. 1 0 .01 0:001 GRAIN SIZE - mm % +3" % GRAVEL % SAND % SILT % CLAY USCS ILL PI • 0 . 0 8 .8 84 . 2 F 7 .0 SP-SM SIEVE PERCENT FINER SIEVE PERCENT FINER Location : inches number size • size • *ON SITE, BUILDING A 0.75 100.0 4 91 .2 0.375 9E . 1 10 85.0 20 66.3 Description : 40 33.0 •F-M SAND,TRACE F-GRAVEL 50 20.3 TRACE SILT 100 8.8 200 7.0 Section 02200-9 2.01(K) GRAIN SIZE granulsr fill sample MEETS i D60 0.733 - r, . �__._._, ti GRADATION. p30 l D10 0"171 =`�- Remarks : COEFFICIENTS `_ #200 WASH SIEVE h2o Cc 1 . 25 CU 4.3 UTS OF MASSACHUSETTS, INC. Project No. : 7404 5 Richardson Lane Project : STOP & SHOP STORE #66, COTUIT, MA Stoneham, MA 02180 Date: 2/12/2002 Sample No. 7255 i E MOISTURE-DENSITY RELATIONSHIP TEST 130 125 U a 120 1000 U) C o ZAV for T 115 Sp.G 0 2 . 75 110 105 2.5 5 7 .5 10 12.5 15 17 .5 Water content , Test specification : ASTM D 1557-91 Procedure A, Modified Oversize correction applied to each point Elev/ Classification Nat . Sp.G. ILL PI % > % < Depth USCS AASHTO Moist . No .4 No.200 SP-SM 8.8 % 7.0 % ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 121 .6 pcf 118 .4 pcf F-M SAND , TRACE F-GRAVEL Optimum moisture = 8. 4 % 9 .2 % TRACE SILT Project No. : 7404 Remarks : Project : STOP & SHOP STORE #66 , COTUIT, MA Location : ON SITE, BUILDING A Date : 2-12-2002 MOISTURE-DENSITY RELATIONSHIP TEST UTS OF MASSACHUSETTS , INC . Sample No . 7255 ` Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 0 2/12/2 0 02 Report No. 36 ' Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Hazy, 35 degrees _TIME: R7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, Cat FL17 loader, Cat 330L excavator TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of 12" water pipe and hydrants continued using a Cat 330L excavator to expose natural sand deposits to the proposed elevations, which received a smooth bucket finish to densify disturbed parent soils. Upon installation of pipe, a single lift of excavated materials consisting of approximately 85" natural sand deposits and 15% subsoil was placed and bucket compacted using 330L excavator followed by subsequent lifts of 18"-24" by back dragging and bucket compaction using a Cat FL17 loader making 4-6 passes to depress placement to resistance. No further compaction efforts performed this date. .Excavation and installation of interior drain pipe continued at northeast end of building using a Cat 436C backhoe to the proposed elevations exposing previously compacted granular fill, which received a smooth bucket finish to densify disturbed soils. Backfilling of installed pipe was not performed this date. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day+1 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser Of Massachusetts. 'The Construction Testing People. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) 0 Soil Inspection Report Report Date 02/12/2002 Report No. 36 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp s cc: Stop & Shop Supermarket Co,- Attn: Dan Donahue Stop& Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard r A �� AT BE PERFORMED UNDER A Ane WASTEWATER IREATWIE TT \ 1r ;t:a■ Y . \ R(AOUTY CONTRACT ) 1 \ z-r P� ~� TREATMENT WASTEWATER tYW .-.-.2zooD cu.EQUALIZATION ' - TREATT FACANK ►-1 .TANM!PNIP STATION AIDS ((� VAULT a a....:::::.` ; iew�aax PAD ID Ifl� Excavation and �. STATION" •�`PS 9 "' ASr -aq I Ian , installation of w LD 'm-minterior drain b i,asnT*rQR, P- -4 INSTALL 1r-{e'WO r� pipes continues. _ �- M CONNECT M T 29 i9 vAw[ DOSTIN s WATER U E 14 Jr— it ROLOCATIC WDRANT :aro 37 1 1 t R E rt FORGE YAMS /� 1 V✓, _J� r�' r BUILDING IF' -- PROPOSED STOP & - 1 SUPERMARKET 1 IIIII I II II __�-- 37 1-38 1 11 I I I I 1 118�LTRAAAd1'BA411, I QN t►Ri4h _ i N ■ I,I I,,I I I I I,I Ih1 1 • I I11 ,I*LIM EN i)F=��R`* 1 , a■ ,I I I IF -' 'I'I tl,l,y1 ./'' -t j i aoanEa CENTER :wee --- -...� M,.00 -1- ;, Siro ,1,,I, �. I I _I ,11',I, i� 1 �� OAS VtE�, _�_ MrumATlwcJwle"9"�-- L ;' ,II,I,I ;I;,I. 'N�I'; .•�-� ` .W.w"O-•]F_y'{ I - IIIII � 1 I I -mee I I I Excavation and eRln mllea installation of 12" '-",•°° I • ;� "I I ;.'.'I ' { ■ I'J _ le ,'✓', ;� ;• ; •` '� water line&hydrants l8, continues. le R A US-27 1 �\ GAS lllE nJ 1 • ■ T ■• ■I S ' : () IV.-e100 a TRANSFORMER PAD .a I _---2 Z�sl17, r I ° Ern 11 i ° .s7.00 ai} "•r -ees no e's 1-ftOO C-7 Pm .0.e no row 1-5ee0 -- � _ -a■ -� ■ � I-61.00 16 To ROOT E'22 i+^t_=— ne _ 8 —_- - 12------ a W w'7 39R/ \ 1.57.70 t7r i5 I I t .aa e0'.72' _ J e0'.7Y I } -a■ o RESERVE AREA1 ) ILACHIRO AREAb3 aro ( b t-eaao S6A ew t; o� I ■ ------Tr-- • ■ -------r w I e 20 IrD ■ t 5— � � 1 esf ■ ,1 .tee I,-" 2 ' Ir 0 ME-67.7 -aw t r Ta -e ov rno 0 snAa B 2-IrCV - L If 1 - 5 Richardson Lane JOB NAME: Stop & Shop Cotuit Landing DRAWN BY: John Kielty FIELDV TS Stoneham,MA 02180 PROJECT NO: SKETCH',',DATE: 02-12-2002 Of Massachusetts 'The Construction Testing People' tF Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) I Soil Inspection Report Report Date 02/11/2002 Report No. 3 5 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Rain/snow, 32 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, Cat FL17 loader, Cat 330L excavator, Komatsu PC220LC excavator, Bomag Supra heavy plate compactor, ASV 4810 tracked skid-steer, Hypac VR20 single drum vibratory roller TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation and installation of 12" water pipe continued, using a Cat 330L excavator, to the proposed elevations exposing natural sand deposits, which received a smooth bucket finish to densify disturbed natural parent soils. Upon installation of pipe, a single lift of excavated materials consisting of i approximately 85% natural sand deposit and 15% subsoil was placed and bucket compacted using the 330L excavator, followed by subsequent lifts of 18"-241, by backdragging and bucket compaction using 2-3 passes of the Cat FL17 loader and ASV 4810 tracked skid-steer to depress placement to resistance followed by 2-3 passes with the Hypac VR20 single drum vibrator to densify placement. Note revised pipe location at northwest corner of site. Location changed in order to protect and maintain installed engineered retaining wall system. Backfilling of foundation walls continued at inside face of west side of building using a Komatsu PC220LC excavator to place and bucket compact 12"-18" lifts of granular fill followed by 4-6 overlapping coverages with a Bomag heavy plate compactor to densify placement Backfill operations are ongoing. Backfilling of interior piers began using a Komatsu PC220LC excavator to place and bucket compact 12"- 18" lifts of previously excavated granular fill followed by 4-6 overlapping coverages with the Bomag heavy plate compactor to densify placement. Backfill operations are ongoing. Backfilling of grease trap GT-1 was performed using a Cat 436C backhoe followed by a Cat FL17 loader to evenly distribute and backdrag to depress to resistance previously excavated materials, consisting of Of Massachusetts. 'The Constructtion Testing People' Page 2 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/11/2002 Report No. 35 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store 466 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp pproximately 90 natural sand deposits.and 10% subsoil, followed by 2-3 passes with the Hypac VR20 single drum vibratory roller to densify placement. Excavation and installation of interior drain pipe began at north end of building using a Komatsu PC220LC excavator to the proposed elevations exposing previously compacted granular fill, which received a smooth bucket finish to densify disturbed soils. Backfilling of installed pipe not performed this date. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day+1 Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects -Attn: Dave Campbell Vanasse Hangen Brustlin Inc. Attn: Steve Chouinard ffTgIWffaLmTr-ur-rz— water line. Note Irevised pipe 6dbm&A ;location. W-M low— LA U.0 0 tulm 7 1--3 04 P" IN can —ALA i R ' Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/08/2002 Report No. 21 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 33/4" No. Of Sets: 1� CUBIC YARDS: 15 SET 1 LOCATION: wall column line H at line 3.2 Total Unit Slump(in.) 4 3/4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 47 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) , (psi.) Type Conc Temp(F) 73 K246 6 x 12 28.27 Good 02/08/2002 02/15/2002 7 50,000 1,770 3 Truck No. 68 K247 6 x 12 28.27 Good 02/08/2002 03/08/2002 28 Ticket No. 18818 K248 6 x 12 28.27 Good 02/08/2002 03/08/2002 28 Time 12:40 K249 6 x 12 28.27 Good 02/08/2002 03/08/2002 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector ' • Premium Travel Name ' Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1) Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn:' Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Of Massachusetts: -The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/0 8/2 0 0 2 Report No. 21 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT ,-Total.Pour: Footing G •line,2.8--2.7, 2.7 line,G-F, C5, 8.1 line H-L. Wall H line 3.35-2.9, 2.9 line H-G, and G line 2.9-2.8 Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑X Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 3-5 Number of slumps out of specification reported to If rejected Approved by Remarks: Of Massachusetts Inc. "The Construction Testing peOp'en Page # DAILY REPORT OF CONCRETE POUR PROJECT NAME: SToF 4 5140F do-WIT LANDI^JG PROJECT NO.: DATE: Qz - o8- oz AIR TEMP.: 4-7 TOTAL YARDS: 1 S N 3.35-Z,C) Z,I Q H-62 t (9 m Z.9- Z,g LOCATION OF POUR: ! G a Z,%q- Z,,►- 4 Z,7 m -F RE-rAu. "A" Foo-rtw/d q S. / e PIER Foo'rWd a S@ LiN£G' Load & Slump Batching Batching Time In Yards Concrete % of Ticket # No. of Truck # Inches In Out Minutes Temp. Air Cylinders �08 43/4 Il , zo z :4S SS g�8 73 ' ,q, + 57 s i ' 15 C)0 715 ; �as2a � 9 ;Z5 Z ', 40 75 i 77 I i .j i i i I i I INSPECTOR: ToHO K1ELTy REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180*(781) 438-7755 Fax (781) 438-6216 04 Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 02/08/2002 Report No. 13 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 CONTACT: Bob Cunningham of Kay Construction _TIME OF INSPECTION: 11: 00 AM TIME OF CONCRETE PLACEMENT: 12 : 00 PM Immediately prior to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints, some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: Wall line H, 3.35-2.9; 2.9, H-G; G, 2.9-2.8; Footing: line G, -2.8-2.7; 2.7, G-F; Retail "A" footing: line 8.1, H-L; Pier footing at line 5 at C VERIFY: REVIEWED ATTRIBUTES Yes No Coverage x Clearance x Cleanliness (heavy rust,scale, mud,dirt, oil,etc. not permitted) x Bar Supports x 0 Tying x GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: William P. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentto Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard ` Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/08/2002 Report No. 32 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Clear, windy, 43 degrees Fahrenheit _TIME: 7,: 00 AM CONTACT: Bob Cunningham of Kay Construction PURPOSE: Observe earthwork and perform field density testing EQUIPMENT: Small plate compactor, CAT 436C backhoe, CAT FL17 loader, CAT 330L excavator, Komatsu PC220LC excavator, Bomag Supra heavy plate compactor, ASV 4810 tracked skid-steer, 10 wheel dumps TEST METHOD: Q Sand Cone ❑ Nuclear Densometer TITLE: Q Inspector ❑ Staff Engineer ❑ Engineer Maximum Field Test Percent Dry Dry Percent "Elevation No. Moisture Density Density Compaction Location (Feet) 1 9.9 111.9 112.2 100.0 See sketch Bottom of footing 2 1 6.4 132.01 131.31 99.5 63' OBSERVATIONS: Backfilling of leaching fields A and B continued using a CAT FL17 loader to evenly distribute and backdrag to depress to resistance previously excavated materials consisting of 90% natural sand deposits, 10% subsoil followed by 2-3 passes of a Hypac VR20 single drum vibratory roller to densify placement. Backfilling operations are ongoing. Backfilling of force main and vent manifolds not performed on this date. Excavation and installation of 12" waterpipe was performed using a CAT 330L excavator to the proposed elevations exposing natural sand. deposits, which received a smooth bucket finish to densify disturbed virgin soils. Upon installation of pipe, a single lift of excavated materials consisting of 90% natural sand deposits, 10% subsoil was placed and bucket compacted using 330L excavator followed by subsequent lifts of 18-241, by back-dragging and bucket compaction using 2-3 passes of CAT FL17 loader and ASV 4810 tracked skid-steer to depress placement to resistance followed by 2-3 passes of Hypac VR20 single drum vibrator to densify placement. Excavation of elevator pit was completed at the east wall using a Komatsu PC220LC excavator to the proposed elevations at bottom of pit, exposing natural sand deposits, which received a smooth bucket finish to densify disturbed virgin Of Massachusetts. The Construction Testing People. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/08/2002 Report No. 32 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp soils followed by 476 overlapping coverages of the Bomag Supra heavy plate compactor. Backfilling of foundation walls continued at the north and west sides of the building (inside face and outside face) using a Komatsu PC220LC excavator to place and bucket compact 12-18" lifts of granular fill followed by 4-6 overlapping coverages of the Bomag heavy plate compactor to densify placement. Backfill operations are ongoing. Assembly of grease trap GT-1 was completed. Backfilling not performed on this date. Excavation to bottom of footings along column line 8 at the north side of Retail building "A" was completed using a Komatsu PC220LC excavator to the proposed elevations at bottom of footing, exposing natural sand deposits, which received a smooth bucket finish to densify disturbed virgin soils followed by 4=6 overlapping coverages of small plate compactor (not shown on field sketch) . Two field density tests were performed in accordance with ASTM D-15561 sand cone method. Test results exceeded 95% of ASTM D-1557, modified and were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day+1.5 Hrs OT 1 Hr(s) I REVIEWED BY: Chuck Fraser Cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard COMPACTION CONTROL SUMMARY Test Optimum Field Max Dry Field Dry % No. Date Location Elev Soil Description Moisture Moisture Density Density Compaction Content Content 1 02/08/02 See Sketch B.O.F. FM sand, trace F gravel 12.8 9.9 111.9 112.22 100.3 ` 2 02/08/02 See Sketch 63' FM sand, little F gravel, little silt 7.0 6.4 132.0 131.34 99.5 Note: B.O.F. = bottom of footing :IP . I U I S "The Construction Testing People'"t' 5 Richardson Lane Project No.: Stoneham,MA 02180 Inspector: John*Kielty Project Name: Stop& Shop Cotuit 02-08-02 Field density .., © _ I ,• ' �� , �'�� '-�� $•jam"• (granular fill) compaction: 99.5% line CLIO Field density test#1 4 NIL '"elevator pit F. Elev B. - OF IMPTIMEN oil. o '.•�. I► `` J r -ll I ( '. i -CCW1P:.r_ • . !nsscur • i[]'L•lJ,■ !� '� a '�,•,� '_�{�� n � �•�i �. ipe and grease trap continues. Of Massachusetts -The Construction Testing People' 0 Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/08/2002 Report No. 21 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 -CLASS CONCRETE: 3000# 3/411 1 No. Of Sets: 1 CUBIC YARDS: 15 SET 1 LOCATION: wall column line H at line 3.2 Total Unit Slump(in.) 4 3/4 Lab Size Area -Date Date Age Load Load Fracture Air Temp.(F.) 47 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 73 K246 6 x 12 28.27 Good 02/08/2002 02/15/2002 7 50,000 1,770 3 Truck No. 68 K247 6 x 12 28.27 Good 02/08/2002 1 03/08/2002 1 28 1 95,000 1 3,360 9 Ticket No. 18818 K248 6 x 12 28.27 1 Good 02/08/2002 03/08/2002 28 88,000 3,110 4 Time 12:40 K249 6 x 12 28.27 Good 02/08/2002 03/08/2002 28 93,000 3,290 4 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name " Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard rt Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/06/2002 Report No. 33 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER:. Partly sunny, 33 degrees _TIME: 7 : 00 AM CONTACT: Bob Cunningham from -Kay- Construction PURPOSE: Observe earthwork constructon EQUIPMENT: Small plate compactor, Cat 436C backhoe, Cat 330L excavator, Komatsu PC229LC excavator, ASV 4810 tracker skid-steer TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: 0 Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Construction of leaching fields "A" and "B" continued with completed installation of 6" vent manifolds using a Cat 436C backhoe to excavate to the proposed elevation exposing natural sand deposits. Excavation and installation of 8" force main manifolds was performed, using Cat 330L excavator, to the proposed elevations exposing natural sand deposits which received a smooth bucket finish to densify disturbed parent soils. Backfilling was not performed this date. Construction is ongoing. Excavation and installation of sewer pipe and structures, including grease trap GT-1, was performed using a Cat 330L excavator, to the proposed elevations exposing natural sand deposits which received a 0 smooth bucket finish to densify disturbed parent soils. Grease trap assembly is ongoing. Backfill operations were not performed this date. Excavation of interior pier footings continued, using a Komatsu PC220LC excavator, to the proposed elevations at bottom of footing exposing natural sand deposits which received a smooth bucket finish to densify disturbed natural parent soils, followed by 4-6 overlapping coverages with the small plate compactor. Six footings were excavated this date. Pressure testing of 8" fire protection line at west under-footing location was completed. Test pressure of 150 PSI was maintained for 2 minutes. Pipe was encased in 3000 PSI concrete to top of footing elevation. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Of Massachusetts 'The Construction Testing People. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/06/2002 Report No. 33 Barnstable Building Department Job Number 7404 I, ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp Inspector Premium Travel .t P Y. p.: T �. �+s �; [ Y '� t+ S! 'h ,. AQ° v :. cd• ,. Name wc Timed Hours Tittr'me J. Kielty No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard e APROXMATE LMT OF WORK TO BE POWORMED A SEPARATE WASTEWATER TREAMENT f 1A=1 CONTRACT(HMO) ........................ .......... Excavation to ( Tom C-16) 'bottom of pier 2-r PVC SEE ZENON WASTEWA71ER Irw TFEATMENr FACLTrY footings. Typ. 6 2.000 CIL EOUILIIATIOW —UNDERGROUND MAINIENT TANK --:I"A PUMP STAT04 places. GENERATOR AND ENCLOSURE ....... ......................... VAULT TRAM" ................ PRESSURE DOSING STATION WrTH PUMPS 9 .67. lD 25 7.50 .5L lO ! j./ .6" :33LM W 11.000 GAL .0• UD SETTLING G*PVC MAINTAIN AND PROTECT-LD F TANK b E*S71NO GREASE TRAP- . CONNECT, SEND 29 vALVE t� CT TO TING WATER LINE 4 a's --G-S-- -1 k TE - W PE 1 2-2'PVC FORCE YAKSX,L.). Bul/r`•/ --r r SUM UMAMR F X-63.0 37A RECONNECT 1-61.00 � 0 &AFKID Um - C VTkrF COMAL MMIUM Pressure test-fire 8 IF tr IZD-protection line. Encased in 4-0 17 aeoe 3.2 'O.L 0 L. GAS LINE concrete. 23 7-0 -02 T — I • TRANSFORMER PAD IV.-511,00 4 2 XIM %fm ES7.le TO ROOF a- 4N Y --- — Ca-7 W 12 1-57.70 60'.7zi/ Rig .7r own RESERVE _ RESERVE to AREA -1-63,90 r------ n and Excavation LEACHING AM nstallation of sewer Construction of leaching ip and grease ------ --fields"A"&T"continues, rap GT-11 Installation of vent manifolds I V �iD C complete. Excavation and W_ installation of 8"force main manifolds begins. 12 FUAL :Inn ME 67.7 • 5 Richardson Lane JOB NAME: Stop & Shop Cotuit Landing DRAWN BY: John Kielty UTS Stoneham,MA 02180 PROJECT NO: DATE: 02-06-2002 FIELD S KETC H `1 Of Massachusetts -The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/07/2002 Report No. 20 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 ' CLASS CONCRETE: 3000.# 3/471 -No. Of Sets: 1 CUBIC-YARDS: 44 SET 1 LOCATION: wall: column line A at line 2.4 Total Unit Slump(in.) 4 1/4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 42 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 72 K242 6 x 12 28.27 Good 02/07/2002 02/14/2002 7 62,000 2,190 4 Truck No. 62 K243 6 x 12 28.27 Good 02/07/2002 1 03/07/2002 1 28 Ticket No. 18791 K244 6 x 12 28.27 Good 02/07/2002 03/07/2002 28 Time 11:2 0 K245 6 x 12 28.27 Good 02/07/2002 03/07/2002 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree I FRACTURE TYPES (1) Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard � Of Massachusetts -The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 0 2/0 7/2 0 02 Report No. 20 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: Wall: Aa at line 2.6 to 2, 2 at Aa to B.8, piers B at line 7.5 to 4.5, 6 at C to E, pier footings column line 4.9 at line D to D to* E. - Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑X Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 3 to 5 Number of slumps out of specification reported to If rejected Approved by Remarks: s - Of Massachusetts Inc. "The Construction Testing r � Page # DAILY REPORT OF CONCRETE POUR PROJECT NAME: �SToP SNoP -rurT ,,.__PROJECT NO.: DATE: a Z - 0 7 - o Z AIR TEMP.: 4 Z TOTAL YARDS: 4 4- W/ic.L Act Q L-W6 Z•!o - Z.� � Z � Lr�E Aa -B,g LOCATION OF POUR: 8 -7 -- 45 d _E Pr ER Fooi IA.)4 S 4 ,1 Load & Slump Batching Batching Time In Yards Concrete % of Ticket # No. of Truck # Inches In Out Minutes Temp. Air Cylinders 0 70►o to I6Z 4r4 1$79( A 4- 9 to :45 1 z to /zz i 18713 6° 111- zo 2 � o go "/33 1S7g �- SS I 3 1 : 5O -75 i I i I INSPECTOR: -T�wo (e/Ec..-ry REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/07/2002 Report No. 34 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Cloudy/rain, 40 degrees _TIME: 7 : 00 AM. CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Small plate compactor, Cat 436C backhoe, Cat FL17 loader, Cat 330L, Komatsu PC220LC excavators, Bomag Supra heavy plate compactor, ASV 4810 skid-steer, 10 wheel dumps TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: 0 Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Construction of leaching fields "A" and "B" continued with completed assembly of 8" force main manifolds. Filter fabric was placed over stone-encased perforated drain and vent pipes. Backfilling of leaaching fields began, using a Cat FL17 loader to evenly distribute and backdrag to depress to resistance previously excavated materials consisting of approximately 90% natural sand deposts and 10% subsoil, followed by 2-3 passes with the Hypac VR20 single drum vibratory roller to densify placement. Backfilling of force main and vent manifolds not performed this date. -Excavation and installation of 8" force mains was performed, using a Cat 330L excavator, to the proposed elevations exposing natural sand deposits which received a smooth bucket finish to densify disturbed parent soils. Upon installation of pipe, thrust blocks were poured in place at all changes of direction using 3000 PSI concrete. Pipe was encased in concrete within 10, of water line crossing at northern end of installation. A single lift of excavated materials, consisting of approximately 90% `natural sand deposits and 10% subsoil, was placed and bucket compacted using 330L excavator followed by subsequent lifts by back-dragging and bucket compacting using 2-3 passes of a Cat FL17 loader to depress placement to resistance, followed by 2-3 passes with the Hypac VR20 single drum vibrator to depress placement to resistance (note revised pipe locations) . Excavation of elevator pit began at east wall using a Komatsu PC220LC excavator to the proposed I elevations at bottom of pit, exposing natural sand deposits, which received a smooth bucket finish to densify disturbed soils. Excavation is I Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/07/2002 Report No. 34 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp ongoing". A site sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Traver Name Time Hours Time J. Kielty No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser CC: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard �7 19 APIOIOMATE LIMIT OF 11ORK TD ICE PUWQWED WOEI A SEPARATE/• .!a►■• \�` WASTEW ATER TEFAITl7T /ACIR CONTRACT(HOLD) \` (sEE weC-te) -r PVC •A.rs ,. ZB40N WASTEWATM �, TREATtrENT FAMM tYM •..22.000 GAL EOUAIIUIIq/ '- ' �..., •.TAME UNDERGROUND TREATMENT TANK t PLIWP 9TATNON GENERATOR AND ENCLOSWREVALLI - �tI•• C Oa . �'�_ 7R/W4OIOER PADLo a PRESSAIRE DOSING STATION WIFTNI PUMPS LO i tt.Doa OAI. �•S �� - -aa MAINTAIN AND PROTECT SETTLING e'I'm EnsTIKO CREASE TRAP- LO>'/ TA1T , b _ , rea of pipe INSTALL 12' am M vA��E encased in �T `�N� T—aw — J--- a' f concrete. )fLOCARANT Q : J7 1 :-r PVC ' -fAT FORCE MAINS r F R 13UELDWG F PROPOSED STOP & SHOP I -' �-- 1 SUPERMARKET I-J6.00 1 1 I.t r�i N I I N I I 1 11U1101N' I -�FFE-63.0 1 n, 1 11 11 ;Excavation and - -a'^ ;t nstallation of 8" c "°la SIN ; orce mains and 17 hrust blocks. iii I 1 ,t,1,1 , 1� , � �7/dT•. Excavation e1 levator pit begins e • t t xn a D.e c i 2-D 1.aeo I j c LANE -am IV.-X00 �• x10 ---- --- — 6 TITANSi01OE71 PAD , —__—z—zz -0� :app cT I-a100 Y I-s7.00 a'D a's I-eaao - ..v :ew t anti 0°� e'ctr l-yG60 — r. _ -aTI I T2 I .w _�1C \ ■ 1 ✓ -te a TD fl00INil 1 am :IIaI N h57.70 "A0 I .aM 1 5OWr .ao O 1 eo•.7r I -aT RESER ___- _= ssembly of grease i 1FAOeNG� Construction of leaching to s 1-aaNro JEA ► rap GT-1 ongoing. _ I ---- "--fields"A" &"B"complete. -J I Backfilling over filter fabric C IM�T 10'"OL begins. .,20 -dIt^�1s -- --------- 1 ly ft-ow ICLM ■ nwNa9 FETAL :Na■ Nf Q EFE-e7.7 - 1p Ir7!F`Mr TEE - ' -a' ,' .ne'A. 1-AA. AV 5(16AOc eP 2-Ir C 5 Richardson Lane JOB NAME: Stop & Shop Cotuit Landing DRAWN BY: John Kielty FIELD SKETCH, UTS Stoneham,MA02180 PROJECT NO: DATE: 02-07-2002 Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/07/2002 Report No. 20 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete CO. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: 44 SET 1 LOCATION: wall: column line A at line 2.4 Total Unit Slump(in.) 4 1/4 Lab Size Area Date Date Age Load . Load Fracture Air Temp. (F.) 42 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 72 K242 6 x 12 28.27 Good 02/07/2002 02/14/2002 7 62,000 2,190 4 Truck No. 62 K243 6 x 12 28.27 Good 02/07/2002 03/07/2002 28 95,000 3,360 4 Ticket No. 18791 K244 6 x 12 28.27 Good 02/07/2002 03/07/2002 28 90,000 3,180 4 Time 11:20 K245 6 x 12 28.27 Good 02/07/2002 03/07/2002 28 92,000 3,250 3 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES T � (1)Cone (2) Cone and Split (3)Cone and Shear (4)Shear (5)Columnar CC:. Stop & Shop Supermarket Co Attn: Dan Donahue Stop'& Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard 0Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/06/2002 Report No. 18 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411' No. Of Sets: 1 CUBIC YARDS: 17 SET 1 LOCATION: wall column line 7.1 at line C.5 Total Unit Slump(in.) 3 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 36 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 70 1982 6 x 12 28.27 Good 02/06/2002 02/13/2002 7 75,000 2,650 4 Truck No. 66 1983 6 x 12 28.27 Good 02/06/2002 03/06/2002 28 99,000 3,500 4 Ticket NO. 18775 1984 6 x 12 1 28.27 Good 02/06/2002 03/06/2002 28 105,000 3,710 4 Time 11:20 I985 6 x 12 1 28.27• Good _[02/06/2002 03/06/2002 28 107,000 3,780 3 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS-- Inspector Premium. Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES ti / , II (1) Cone (2)Cone and Split (3) Cone and Shear (4)Shear (5)Columnar CC: Stop &•Shop Supermarket Co Attn: Dan Donahue Stop-& Shop Supermarket Co Attn: Arthur Joubert t Kay Construction Corp. Attn: Michael Collentro ' ~ _ Landry Architects Attn: Dave Campbell _ Vanisse'Hangen Brustlin Inc. `-c "`-`- —Attn:. Steve Chouinard � Of Massachusetts. 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/06/2002 Report No. 18 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -.ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 1 No. Of Sets: 1 CUBIC YARDS: 17 SET 1 LOCATION: Wall column line 7.1 at line C.5 Total Unit Slump(in.) 3 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 36 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 70 I982 6 x 12 28.27 Good 02/06/2002 02/13/2002 7 75,000 2,650 4 Truck No. 66 I983 6 x 12 28.27 Good 02/06/2002 03/06/2002 28 Ticket No. 18775 I984 6 x 12 28.27 Good 02/06/2002 03/06/2002 28 Time 11:20 I985 6 x 12 28.27 Good 02/06/2002 03/06/2002 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2) Cone and Split (3) Cone and Shear (4)Shear (5) Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Of Massachusetts. 'The Construction Testing Npopfe' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/0 6/2 0 02 Report No. 18 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT _Total Pour: Wall column line 7.1 at line B.8-D.2 and Pier Footing column line B at line 5.6 and line 6 at line B-E. Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑X Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other 'Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 3-5 Number of slumps out of specification reported to If rejected Approved by Remarks: I Of Massachusetts Inc. «The Construction Testing PeoW Page # l OF DAILY REPORT OF CONCRETE POUR PROJECT NAME: S ToP 4 S NoP o-roir AA)DIA)4 PROJECT NO.: DATE: o Z -o -o Z AIR TEMP.: TOTAL YARDS:_ 17 LOCATION OF POUR: WAct- it 7./ co L IA),c P/49 FOOTIA)d S i�- 6 aQ $—E 4--3 4 � (p Load.& Slump Batching Batching Time In Yards Concrete % of j Ticket # No. of Truck # Inches In Out Minutes Temp. Air Cylinders 3 1/zl 9 4S ►I' 30 105 �� 70 1677S A - (o !0 1z: 4S �O�j7 1 /9779 I I i I I � I I l I . INSPECTOR Trf,40 IC iEi-T)t REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 021180 (781) 438-7755 Fax (781) 438-6216 f• Of Massachusetts Inc. «7he Construction lreStttg Pe*W Page # DAILY REPORT OF CONCRETE POUR PROJECT NAME: -F&r66Uc �—, Uanter PROJECT NO.: DATE: Z -(g "O Z AIR TEMP.: Z' '- 0' TOTAL YARDS: 15 - It000 -aA.1 ,ps) LOCATION OF POUR: S-p v-/F -l� EyG+�,p (�pl�j�(opiy, 607-3/ 60 zy Load & Slump Batching Batching Time In Yards Concrete % of Ticket # No. of Truck # Inches In Out Minutes Temp. Air I Cylinders /D l� z3o /y ( �2.3� z_oS 90 is �5 b — Zo335 4-4 i i i i I . I i INSPECTOR: /�f'inrrurQ.� 1 �GN REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 Of Massachusetts: 'The Construction Testing People- Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 02/06/2002 Report No. 11 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 . CONTACT: Bob Cunningham of Kay Construction _TIME OF INSPECTION: .10 : 00 AM TIME:OF CONCRETE PLACEMENT •'1i: 00 AM Immediately prior to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints, some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: Wall line 7.1, B.8-D.2; Pier footing line B at 5.6; 6, B-E VERIFY: REVIEWED ATTRIBUTES ---- Yes No Coverage x Clearance x Cleanliness(heavy rust,scale, mud, dirt,oil,etc. not permitted) x / Bar Supports x Tying x GENERAL REMARKS: Inspector Premium 4 Travel Name Time Hours Time J. Kielty No REVIEWED BY: William P. Crabtree �Q cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard " Of Massachusetts 'The Construction Testing Fe0p1e'• Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report . Report Date 02/07/2002 Report No. 12 Barnstable Building Department Job Number 7404 ' ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 CONTACT: Bob Cunningham of Kay Construction TIME OF INSPECTION: 10: 00 AM TIME OF CONCRETE PLACEMENt" 11: 00 AM Immediately prior.to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints, some reinforcing details were 'reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. " AREA REVIEWED: Wall line Aa at 2.6-2; 2, Aa-B.B; Piers line B, 7-5.45; 6, C-E; Pier footing line 4.9, D-E VERIFY: REVIEWED ATTRIBUTES Yes No Coverage x Clearance x Cleanliness(heavy rust,scale, mud, dirt,oil,etc. not permitted) x Bar Supports x Tying x GENERAL REMARKS: Inspector_ µ . Premium" r: 'Travel` Name Time Hours Time , J. Kielty No REVIEWED BY: William P. Crabtree ` W7 cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert ' Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard Of Massachusetts The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/05/2001 Report No. 17 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE: 3000# 3/411 1 No. Of Sets: 1 CUBIC YARDS: 14 SET 1 LOCATION: Footing: column line at line C. Total Unit Slump(in.) 2 3/4" Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 29 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 72 1503 6 x 12 28.27 Good 02/05/2001 02/12/2001 7 80,000 2,830 4 Truck No. 62 I504 6 x 12 28.27 Good 02/05/2001 03/05/2001 28 Ticket No. 18767 1505 6 x 12 28.27 Good 02/05/2001 03/05/2001 28 Time 11:45 I506 6 x 12 28.27 Good 02/05/2001 03/05/2001 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1) Cone (2) Cone and Split (3) Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave. Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard i Of Massachusetts. 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/05/2001 Report No. 17 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601. Concrete CO. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: Footing: 2 line B.5 to D, D line at 2 to 1, 1 line at D to D.5; pier footing B line at 6.5 to 7. Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: []Curing Box ❑X Thermal'Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 3 to 5 Number of slumps out of specification reported to If rejected Approved by Remarks: The concrete placement beyond 90 minutes was approved by superintendent Bob Cunningham. r Of Massachusetts Inc. "The Construction Testing Pam" Page # / F DAILY REPORT OF CONCRETE POUR PROJECT NAME: 58af PROJECT NO.: DATE: o Z -og-o z AIR TEMP.: Z9° TOTAL YARDS: 1+ LOCATION OF POUR: Foo t I,uG ; Z 8.5-D „ D Q Z-- ) T� 1 m D — D.5 PIER FoOTIAes R q - V Load & Slump Batching Batching Time In Yards Concrete % of + Ticket# No. of Truck # Inches In Out I Minutes Temp. I Air ; Cylinders (c3 Z3�4 10: 10 11 � SD loo gig �Z I �' )g7�7 ,4 -�- 7 io Z ; 1S 6?5 )4 110769 5 I • 1 .1 i 1 INSPECTOR: �oK� K�E�-tY REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 Of Massachusetts. 'The Construction Testing People'• Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 02/05/2002 Report No. 10 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 CONTACT: Bob Cunningham of Kay Construction _TIME OF INSPECTION: to: 00 AM TIME OF CONCRETE PLACEMENT: 11 : 00 AM Immediately prior to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints, some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: Footing: line 2, B.5-D; D, 2-1; 1, D-D.5; Pier footings: line B, 6.5-7; r VERIFY: REVIEWED ATTRIBUTES -� Yes No Coverage x Clearance x Cleanliness(heavy rust,scale, mud,dirt,oil,etc. not permitted). x Bar Supports x Tying x GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: William P. Crabtree cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave, Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard 1� � Of Massachusetts , 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/05/2002 Report No. 31 Barnstable Building Department Job Number 7404 . ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main 'Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Sunny/windy, 22 degrees _TIME:, 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Cat 436C backhoe, ASV 4810 tracked skid-steer TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Construction of leaching field "B" continued with placement of vent and perforated lateral pipes being ' completed. Lateral pipe was encased in 3/4" - 1 1/2" triple washed stone using an ASV 4810 tracked s skid-steer and covered to a depth of 3 inches with 1/8"-1/2" triple washed peastone from Lynch Pit in Flamouth. Installation'of 6" vent manifold began at east end of field using a Cat 436C backhoe to excavate to the proposed elevation exposing natural sand depsoits. Construction is ongoing. A field sketch is enclosed for review. These observations were related ,to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time _,,Hours_, ,Timed. .mac .: �a .q • J. Kielty No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay•Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard I� I 1 , Q•r.51SS11a A, PAR BUlt DIN( 'F' Iloilo ir PROPOSEDSTOP & SHOPI y11M i t�►• + -r •� 7 11 °�rFIn WOE / 41 r•. IN IRV -ff TO .j • I n: eu� I �1 •t ' t� FAA Nil . . continues. • " perf laterals, �� e . ., astone ,, ---- e r! n . . begins. gg S !!.. �. 11:1.11.0 Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/04/2002 Report No. 16 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project stop & shop store 466 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: 40 SET 1 LOCATION: wall: Column line A at 3.4 Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 42 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 73 I507 6 x 12 28.27 Good 02/04/2002 02/11/2002 7 78,000 2,760 4 Truck No. 56 I508 6 x 12 28.27 Good 02/04/2002 03/04/2002 28 102,000 1 3,610 1 3 Ticket No. 18755 I509 6 x 12 1 28.27 1 Good 1 02/04/2002 1 03/04/2002 28 1 110,000 3,890 2 Time 1:10 1510 6 x 12 28.27 Good 02/04/2002 03/04/2002 28 103,000 3,640 2 Unit Wt Ibs/cu ft jr Air Content(% GENERAL REMARKS:. Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1) Cone (2)Cone and Split (3)Cone and Shear (4) Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop: Supermarket Co Attn: Arthur Joubert c ` Kay Construction`-Corp. Attn: Michael Collentro Landry'Architects Attn: Dave Campbell vanasse Hangen irustlin Inc Attn: Steve Chouinard -' � Of-Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/04/2002 Report No. 16 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyanni's, MA 02 601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 J CUBIC YARDS: 40 SET 1 LOCATION: wall: Column line A at 3.4 Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 42 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 73 I507 6 x 12 28.27 Good 02/04/2002 02/11/2002 7 78,000 2,760 4 Truck No. 56 1508 6 x 12 28.27 Good 02/04/2002 03/04/2002 28 Ticket No. 18755 I509 6 x 12 28.27 Good 02/04/2002 03/04/2002 28 1510 6 x 12 28.27 Good 02/04/2002 03/04/2002 28 Time 1:10 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector . Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1) Cone (2)Cone and Split (3)Cone and Shear (4) Shear (5) Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur.Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard r � Of Massachusetts. 'The Construction'Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) f Compressive Strength Report - Concrete Report Date 0 2/04/2 0 02 Report No. 16 Barnstable Building Department Job Number 7404 , ` ATtn:• Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA , 200 Main Street Contractor Kay Construction Corp Hyannis, , MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT .Total Pour: Wall column lines A at. 39.-3.4, ' 3.4 at A-AA, ,AA at, 3.4-2.9, 2.9 at AA-AB_ AB at 2.9-2.6, 2.6 Fat AB-AA; Footing column line 2 at A.6-B.5 Method of Placement: ❑Pump 0 Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: 0 Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box 0 Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 3-5 Number of slumps out of specification reported to If rejected Approved by Remarks: t Of Massachusefft Inc. "The Constructionlesting *W Page # l o F + T DAILY REPORT OF CONCRETE POUR PROJECT NAME: n,oP .4 SHOP do i yiT LA-A)Lb fAJ PROJECT NO.: DATE: oZ — o 4 -oZ AIR TEMP.: +Z° TOTAL YARDS: +0 LOCATION OF POUR: j 41g z;9-z,� . j z.,G � Ag-,&A FooriaA Z a: A - 6.9 Load & Slump Batching Batching Time In Yards Concrete % of Ticket# No. of Truck# Inches In Out Minutes Temp. Air i Cylinders oS SS ( �� o -73° &3 t2 �� Z�os !gyp `.°`zo _T i1e7s7 1 : /0 3 ,' 0a 1i0 �Ol30 I/e7S9 5S 1 SS 3 ' 30 9S l°`40 �876/ i • i Ii I t i I i I I I J I I I I I INSPECTOR: ::oHf3 REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-67 / J Y . . i 4 , r " Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) a Soil Inspection Report Report Date 02/04/2002 Report No. 30 Barnstable Building Department Job Number 7404 - ATtn: Mitchell Trott Project Stop & Shop Store 466 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Cloudy, 35 degrees - _TIME: 7 : 00 AM CONTACT: Bob Cunningham from Kay Construction PURPOSE: Observe earthwork- construction and perform field density tests ' EQUIPMENT: Small plate compactor, Cat 436C backhoe, Hypac VR20 single drum vibratory roller, Gradall XL5100 excavator, Samsung SE210 excavator_ , Bomag Supra heavy plate compactor, ASV4810 tracked skid-steer TEST METHOD: ❑X Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Maximum Field Test Percent Dry Dry Percent Elevation No. Moisture Density Density Compaction Location (Feet) 1 6.4 126.6 124.8 98.6 See sketch Bottom of footing 2 1 7.51 126.61 126.51 99.9111 62' OBSERVATIONS: Construction of leaching field "B" continued with placement of vent and perforated lateral pipes beginning at north end of field. Lateral pipe was encased in 3/4" - 1 1/2" triple washed stone by an ASV 4810 tracked skid-steer and covered to a depth of 3 inches of 1/8"-1/2" triple washed peastone from Lynch Pit in Falmouth. Construction is ongoing. " Backfilling of foundation walls continued at west side of building (inside face and outside face) using a Samsung SE210 excavator to place and bucket compact 12" lifts of previously excavated granular fill. Inside facing fill was followed by 4-6 overlapping coverages of Bomag heavy plate compactor to densify. placement. outside facing fill received 3-4 overlapping coverages from Hypac VR20 single drum vibratory roller. Backfill operations are ongoing. Excavation of foundation wall footings continued at south wall column line 1, using a Samsung SE210 excavator, to the proposed elevations at bottom of footing, exposing natural sand deposits which received a smooth bucket finish to densify disturbed natural parent soils followed by 2-3 coverages with Bomag heavy plate r Of Massachusetts 'The Construction Testing People' , Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) 0 Soil Inspection Report Report Date 02/04/2002 Report No. 30 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Hyannis, MA 02601 Contractor Kay Construction Corp r, compactor: " . a y•� r Excavation of interior pier footings began using a Samsung SE210 excavator to the proposed elevations at bottom of footing, exposing natural sand deposits which received a smooth bucket finish to densify disturbed parent soils. Six footings were excavated this date. Two field density tests were performed in accordance with ASTM D1556 using the sand cone method. Test results exceeded 95% of the modified proctor ASTM D1557. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours Time J. Kielty No Max Day+2 Hrs OT 1 Hr(s) -RE VIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell i ' Vanasse Hangen Brustlin Inc Attn: Steve Chouinard • bottom of pier ield density test#2 (granular fill) ram,:.��i•.�-:�1•='. .\ � 1■ � compaction: 99.9% logo IWa ._ - WO .(onsite natural sand) z*�I: •y.... c I\�, compaction: 98.65S ram ILA Pam: ;. ,I ,�'�' �I I • • irrll ��1r�1� h Excavation to bottom f foundation wall oting ,�� a ��11�� .. � �..�.�=�• ••_ -. .- - . .- . � /�� o J • r �r _ � � � � 1 1 � 1 1 O0f Massachusetts 'The Construction Testing People' ° Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/01/2002 Report No. 15 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM:, C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGIW-TEST DONk ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000## 3/4�1 � No. Of Sets: 1 CUBIC YARDS: 17 SET 1 LOCATION: Footing: F line at 2.2 Total Unit Slump(in.) 4 1/4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 49 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 75 I304 6 x 12 28.27 Good 02/01/2002 02/08/2002 7 60,000 2,120 4 Truck No. 67 I305 6 x 12 28.27 Good 02/01/2002 03/01/2002 28 100,000 3,540 4 Ticket No. 18743 I306 6 x 12 28.27 Good 02/01/2002 03/01/2002 28 110,000 3,890 3 Time 1:30 I307 6 x 12 28.27 Good 02/01/2002 03/01/2002 28 104,000 3,680 4 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name , Time Hours . Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES (1)Cone (2) Cone and Split (3) Cone and Shear (4) Shear (5)Columnar • . CC: , Stop .& Shop'Supermarket Co ;'''. Attn: Dan Donahue " Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc; Attn: Steve Chouinard Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/01/2002 Report No. 15 - ' Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 a Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ' �4LL COMPRESSIVE STRENGTH TESTS:DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3.000# 3/411 No. Of Sets: 1 ` CUBIC YARDS: 17 SET 1 LOCATION: Footing: F line at 2.2 Total Unit Slump(in.) 4 1/4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 49 No. (in.) (sq. in.) Condition Cast Tested Days (lbs.) (psi.) Type Cone Temp(F) 75 1304 6 x 12 28.27 Good 02/01/2002 02/08/2002 7 60,000 2,120 4 Truck No. 67 1305 6 x 12 28.27 Good 02/01/2002 03/01/2002 28 I306 6 x 12 28.27 Good 02/01/2002 - 03/01/2002 . 28 Ticket No. 18743 I307 6 x 12 28.27 Good 02/01/2002 03/01/2002 '28 Time 1:30 Unit Wt Ibs/cu ft _ f Air Content(% GENERAL REMARKS:' Inspector Premium Travel Name Time Hours Time J. Kielty No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES rTT� y V- (1) Cone (2)Cone and Split (3)'Cone and Shear (4)Shear (5)Columnar cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard ., a Of Massachusetts. -The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 02/01/2 0 0 2 Report No. 15 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project stop & Shop Store #66 - Cotuit, MA 200 Main Street Contractor Kay Construction Corp Hyannis, MA 02601 Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour. Footing at F line 2.9 to 2.2, AA line at 2.6 to 2.0, 2.0 .line at AA to ?3. Method of Placement ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑X Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: X❑Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) • 3. to 5 Number of slumps out of specification reported to If rejected Approved by Remarks: I i , r - ;� Of Massachusetts Inc. 'The Construction Testing e" Page # 1b .4-- DAILY REPORT OF CONCRETE POUR PROJECT NAME: :roP 4 a He)P dozc)ur PROJECT NO.: DATE: D z - o I - Z AIR TEMP.: A-O' TOTAL YARDS: 17 FOoT/NG 1NE 2— Z .Z , I- AA �a SINE Z .lp- z.o � LOCATION OF POUR:_ y z,o ,,, �LAIE A A - R Load & Slump Batching Batching Time in Yards Concrete % of : Tic # No. of Truck # Inches In Out Minutes Temp. Air Cylinders 6 7 4 z :ice /: 3S SO /S 7t3 I `� 9 i I I i I i i I , INSPECTOR:_ ZT-0 y �� -ry REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/01/2002 Report No. 29 Job Number 7404 Barnstable Building Department ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street -Hyannis, MA 02601 Contractor Kay Construction Corp WEATHER: Rain/drizzle, 45 degrees _TIME: 7 : 00 AM CONTACT: Bob 'Cunningham from Kay Construction PURPOSE: Observe earthwork construction EQUIPMENT: Small plate compactor, Cat 436C backhoe, ASV 4810 tracked skid steer, Cat FL17 loader, Samsung SE210 excavator TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Excavation of foundation wall footings continued at south end of building using a Samsung SE210 excavator to the proposed elevations at bottom of footing exposing natural sand deposits that received a smooth bucket finish to densify disturbed soils, followed by 4-6 coverages with a small plate compactor. Over-excavation of unsuitable materials from previously prepared foundation wall footings was performed at southwest corner of building using a Samsung SE210 excavator to remove approximately 6" of saturated material at bottom of footing elevation exposing natural sand deposits which received a smooth bucket finish to densify disturbed soils. A single 6" lift of granular fill was placed and bucket compacted, followed by 4-6 coverages of small plate compactor to densify placement. Backfilling of foundation walls continued at northeast corner of building (inside face and outside face) using a Samsung SE210 excavator to place and bucket compact 12" lifts of granular fill excavated from rear underslab area of Retail Building "A", which is, currently undergoing demolition. A sample of this material, consisting of F-M sand, little gravel, trace silt, has been obtained and transported to the UTS lab for sieve and proctor analysis. Results will be available upon completion of analysis. Compaction was performed using 4-6 overlapping coverages by Bomag heavy plate compactor to densify placement. Backfill operations are ongoing. Removal and relocation of existing hyrant, located approximately 30' northeast of garden center, was performed using a Cat 326C backhoe to excavate to existing pipe, gate valve and tee to permit removal Of Massachusetts. The Construction Testing People'' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/01/2002 Report No. 29 Barnstable Building Department Job Number 7404 ATtn: Mitchell Trott Project Stop & Shop Store #66 - Cotuit, MA 200 Main Street $ Contractor Ka Construction CorpHyannis, MA 02601 y nd capping of pipe. Excavated material consisted of F-M sand, little gravel, trace silt with trace foreign material '(brick, concrete fragments) . Hydrant was re-installed at new location using 3/4" crushed stone, concrete base and precast thrust blocks. Excavated materials, consisting of F-M-C sand, little gravel, trace silt, were replaced and bucket compacted in 18"-24" lifts followed by backdragging with 6-8 passes of Cat FL17 loader to density placement. A field sketch is enclosed for review. These observations were related to Mr. Cunningham prior to departure. Inspector Premium Travel Name Time Hours ; Time J. Kielty No Max Day+l Hrs OT 1 Hr(s) REVIEWED BY: Chuck Fraser cc: Stop & Shop Supermarket Co Attn: Dan Donahue Stop & Shop Supermarket Co Attn: Arthur Joubert Kay Construction Corp. Attn: Michael Collentro Landry Architects Attn: Dave Campbell Vanasse Hangen Brustlin Inc Attn: Steve Chouinard r It rr MAIM i rvy ..._. _ ��-��--��• a `r , _ _ cL3'r�l Wes. S _ 7-Aling r �� atoll ■ .. / ontinues. to.•..l'!u■ T. 12D. A ix -;:, ..,.,t -� :. �► 11111�: :, .ate, HIM 'i1 .a�� Qwr•.n� 1 , of footing 951 r PI �p;�:� �. ♦ igSILu� ,;� ' �� '!�'�! � '� :•. a ..: : .�.a I�\� •�i • _ 1 • . of granula r fill.All ��. a ,..: — .�� '��. r� /►' 17. 1 :1 • • �.