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Home My WebLink About0025 COMMUNICATION WAY - PLANS (4) I _ - I I f i I i SPALDING TOUGIAS ARCHITECTS NOTES Irxc o, rnted 1) EXISTING CONDITIONS SHOWN PER FIELD SURVEY PERFORMED BY H & R SURVEY ON 1 /19-20/1998. STA 2) ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL 12 Farnsworth street DATUM OF 1929. BENCHMARK USED CROSS CUT ON Boston, un 02210 HYDRANT FLANGE BOLT, ELEV = 51.73 (AS SHOWN ON 617 542 1432 fax REFERENCE No. 2) sta-inc.eom a-mail N 3) UNDERGROUND UTILITIES WERE COMPILED FROM AVAILABLE RECORD PLANS OF UTILITY COMPANIES AND PUBLIC AGENCIES AND ARE APPROXIMATE ONLY. ON TI BEFORE DESIGN AND CONSTRUCTION CALL "DIG SAFE" 1 -800-322-4844. SOME DATA IS CONFLICTING PRI VA TE - 50, WOE) AND CAN ONLY BE VERIFIED BY EXCAVATION. co N 82'06,43" E I look 01 I EA 25 SEMEN T -- - \ SLOPE - - - INFINIUM SOFTWARE r I 5111 78 HEADQUARTERS , i I i 1 25 Communications Wa _ y Hyannis, MA 02601 cB N LOT 2 CB O 508-778-2000 00 co 0 cn P CA LO 1 CB 270,173f S.F. rn OR 6. 0 C. 79.53 Z CB 00 ❑ CB 1 ICE SEPTIC CRECCRD) DRAIN l/EMT h EA SEMEN T DRAIN 7F3,2fa' � ��EASEMENT ---; F- D CB CB b N 82 06 43 L /` �4 337.27 84.9 ' t 84.53 84 3 n 83,92 A �3.25 77-28 7711 83,71 a 7735 7738 81.73 BIT CCWC x A 77,2 �, x 83.27 332 83,75 ' BE 43 ` 3� Cc - Vd.a . 6. 8 RM 81,5; 6. 4 2 f \ d' 80,68 � 3C6 BENCHMARK 76,59 -' 78.18 �\ LAwNx x 2.95 76.� -, 757a ��a : .� 7a,9s a�4 - s4, s TOP OF NAIL \ 5, x 758 a Z 6.1 49 76.57 CB. 7 42 BIT Cl7NC B 8' V /� 6� `' 76,71 � ELEV = 84.01 / 75.43 7 .7 76�7f,24- 13R=76.4'9 \ - � "_ � 2 _LANDSCAPED 759.' rr 8B-68,3 \ 78. 8 =7 'g 6 �2 ^ 5 C D R�75,68 76.59 s 75�J5- 36 BERM 75,52 B=g7.5 76.22 `` x L x d)2 // cc 75,99 7 6.3,9 76.576, CB 8c 7fS 4 CONC 80,4�' 8 ,c'Y/ /` -�x\ \\ 81.03 x 75.17 7556 _ 3 /'/� / ' // 92 72 .8 x.0 O 4.62 578 74,74 74,56 CB pH 75.22 IV B=68,8 79,13 ! - 81.a6 �1C7. 7 2$ x R=74,01 7 , Q R LP LP x �' S 7 .21 80�3I 88�2 LEGEND 74.3 74,32 4 52 75 VATE B BOTTOM - �, - - _ 73,96 �5 =652 coNc 6 f 'J r . PED76-3 76.23X S S / 73.26 l /` �3 ,J , 75. LANDSCA 76,54 :�.�� 78.85J 0, 5 x` EX 76,32 i .82 7• 74 7 7 \ 8 \ rl BERM BITUMINOUS `/ h O S CONCRETE BERM =7306 HYD LANDSCAPED x 76.;r � M /l��yj BIT CONIC BITUMINOUS CONCRETE `_ _ 7 ,4 73.24 -_ 321x x 7552 59 L PED 56��/ 7`�6 7,344 4.8 �' r' 7 7 ;s.l 73„?9 TILE FLt10�5 7.. 4 76.b5 / �a �: 7 \\ \� \O� .<�7 CB CATCH BASIN .�z91� - 1 I,7 1 STY ELEV - L12 79`7 \ // 64J ill 7 HVAC77, i -- v /2,6f \ CC- CONCRETE CURB � . ,3 0 } 72,71 72,18 72,31 -.� -, r l \ �n�sd 53 -' ,� REFERENCES CMP CORRUGATED METAL PIPE SMH \ 9 \ `y \ J 7,86 76. 7 4.9 x \ ff R=67,74 �J x BIT CONC. pNC DppR SILL 7� 74,56 �7492 � x x, \\ � � _ �,1� � " 1 ) LOT LAYOUT PLAN, COMMUNICATION WAY, CONC CONCRETE r=6;,� \` � 71.Sr 7P.2 ELEv = 76'S5 plv, 1`' \ '^ \ '%5 - x� �;�6.� 1 c, BARNSTABLE, MA, BY CIVIL DESIGNS, INC., 65,5 / R=71,55 MP 7 . �\ \ -� 84.4.5 1 EFT ELECTRIC, FIRE, TELEPHONE 72. _ �12 C Hvacl 4,15 \ � � o i` DATED 1 6 1986. � >r O �f / / GR GUARD RAIL 1z'CMP z24 I S � 1 `� GW GUY WIRE 4`d\ J.Ss--- 72.46 7�,53 \ q w� 6 -.6� 71.84 �� 2 STORY BRICK ' � 72.15 � �`�� ---aalJ71 0� � "�- /r O HVAC HEATING VENTILATION AIR CONDITIONING �1 x \ ' � 74,34 6.92 '��'� __ •` �� 1 2) "DIMENSIONING AND UTILITIES PLAN, PROPOSED ' ' 25 72.34� 69y' BACK ¢ r. l FACILITY FOR FIBRONICS, INTERNATIONAL, INC.," l HYD HYDRANT s72s r. 2 % 7�'46 � �' ` ., � � � 7 --x \ �� 76. i 7287 7 . 76.45 BY CIVIL DESIGNS, INC., DATED 1 9 1986. INVERT 6;I6 7c38 u.o9 # WAY ��51 I ODED �� sa. �$. f ' 1 �� I / / L SCAPED LANDSCAPED 25 coMMUN►cATION �` 1 / LP LIGHT POLE I 1 a, _ �7 . 341 a 76,83 x \ \ x 1 BERM �` Iq _- ?6,S \� _- i 7 ,sS 71 775,?_ x 1 �\ ! R SILL / _.. - ,91 7567 MH MANHOLE � I GR I / OH OVERHANG �d 1 J CONC DED 6,49 r- 11 - -`��" . \ 6. 3 \ I 7s 46 72.42 E!Ev - 75 91 73.15 1 \l -- PIV POST INDICATOR VALVE .. g � ` , ati _ 76.oa i r- 7 4 �,p� 17. _ r \ I R RIM ,v �© 76.© CO - sus71 E 7 80 7968 \7a3s``\ 6 X 577 7ss ` l 75vC -- ,9,Sa 1 �, 9 713Y �. 7536 `2 _ f ��y %4.6' " 6� DRAIN S SIGN �71, _774.3 7S.rz? 75 c T \ 7 41 SMH SEWER MANHOLE 6. c� ___ __ ,61, 7 .6 80 ,6� `� Eil l � J �' EASEMENT 1 _ Its ram- _ - \, EA a TRANS TRANSFORMER 0--� x _ _ -�. �` W�- - i -� �� _ - --~ 3 �. O 74,41 74.ti� 7='� �.16 �� \ E,84� 7�. '� g8 .� '- - - / ?91- 80.3P 79,52 754 76. �j1 U P UTILITY POLE 1,c 69a2 - 1 -x �� S �` __ �_ - 7 6 M_ - _-- o0 75rs `� S �� 71.��1 74,13 - x \ \ -- _-- _ _�- x 031 `S 69,28`-- �� _G6n` 78�'y 7, 18 X775, 7?5,3 WG WATER GATE / k684 69,53 - � - ____ �O \�`` \ _ __ a - 7, a `"L.= 83:34 =40.. 8.•�` �-- �s4 74.s . x cc 6< ,s OVERHEAD WIRE _ SM 68,2 j �c�d a9�jx 5 - --- -+� . u i 75a� %s,�' 7 74.64 7a55 I 7�?i / - 74,3�� l 5 74,99 a7 7 74,,2 4 HANDICAPPED_ PARKING R=68,44 =59 0 I f/ �ff0 o M " �,p 74,8s 4.74 1 ' No. Date Revision I=573 j 6s.a ,! 68.c 7 �8 73,64 J 7�Ofa - 71.99 ',78 " �7a74 7 99 n1 �" w x' 30.11. 66, 6 66 84*49 46 � " 6889 70,95 72,17 ti x - __ 4..>b 74,74 74,46 i '! J 73,96 -. �� Seal 73 8 74,35 4 67 69.45 _..__ 74,178 7,77 ` �¢�2 7353 UP 66.I7 l j x 71.48 72.c'3VE 65 4 / 69,17 100' WIDE) 7389 73�'s 71.99DRI - 6.35 70.39 (PR/VA TE 67.9.9 65. SMH Drawing Title R=65.34 I=SEALED .,� wing BENCHMARK R) Q� TOP OF CONCRETE BOUND ELEV = 69.84 0 40 80 120 160 ft EXISTING SCALE: 1 " = 40' KE� CONDITIONS PLAN HINDS No.SM27 � a DRAWING TITLE: PROJECT TITLE: ENGINEERING DESIGN CONSULTANTS, INC. SHALL INDEPENDENCE DRIVE - NOT BE RESPONSIBLE- FOR CONSTRUCTION j UTILIZED BYHTHE CONTRACTOR; NORPROCEDURES EXISTING CONDITIONS PLAN HYANNIS MASSA H *'� N�C USETTS project No. Drawing SAFETY OF PUBLIC OR CONTRACTORS EMPLOYEES; KS� (BARNSTABLE COUNTY) OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH � ' / $INN) Date COPYRIGHT (C) BY ENGINEERING DESIGN CONSULTANTS, INC. THE CONTRACT DOCUMENTS. PREPARED FOR: PREPARED BY: ALL RIGHTS RESERVED '' ` 0 44 1Vj1UNjCA ENGINEERING DESIGN CONSULTANTS, INC.'S 0 1 /29/98 ISSUED FOR SITE REVIEW MAP KWH KWH '.�s `® �; INFINIUM SOFTWARE ENGINEERING DESIGN CONSULTANTS, INC. s�sie REPRODUCED, TORED IN A RETRIEVAL SYSTEM OR TRANSMITTED IN ANY FORM OR BY ANY MEANS ELECTRONIC LIABILITY FOR THIS PLAN IS LIMITED TO THE " ' ti • 30 TED LANE NO PART OF THIS DOCUMENT MAY BEs ..�. SCALE: TAE: SHEET: PLAN NO.. MECHANICAL, PHOTOCOPYING RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF ENGINEERING DESIGN CONSULTANTS, INC. ANY EXTENT OF ITS FEE LESS THIRD PARTY COSTS. REV. MADE CHKD APPD SOUTHBOROUGH, MASSACHUSETTS Drawn By Checked � MODIFICATIONS TO THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION ENGINEERING DESIGN CONSULTANTS, INC. SHALL RENDER THEM INVALID AND UNUSABLE. NO. DATE REVISION IV BY BY BY 1 " = 40' N 29, 1998 1 OF 1 1561TP1 TELE NO.: (508) 480-0225 FAX NO.:(508) 485-1937 I g-A3 ®Copyright Spalding Touy'.as Architects, Inc. lip I = 2 0 0 0' GENERAL NOTES 1 � ID CAPE: HIGHWAY 1. THE SOIL CLASSIFICATION FOR THE LOCUS SITE IS GLOUCESTER: EXTREMELY STONY, LOAMY SAND (USDA, SCS). SOIL TESTING SPALDING PERFORMED ON 11/26/85 THROUGHOUT THE PROJECT LOCUS y� LOCUS REVEALED 12' - 15' OF FINE - MEDIUM SAND WITH PERCOLATION RATES TOUGIAS ZN DRIVE BREAL OF 2 MINUTES PER INCH AND NO GROUNDWATER WAS ENCOUNTERED. POND ARCHITECTS 2. LOCUS SITE IS NOT LOCATED WITHIN AN HISTORICAL DISTRICT. Incorporeited 3. THE LOCUS SITE IS LOCATED ENTIRELY WITHIN THE WP ZONE: FLIN T R OC K WELLHEAD PROTECTION DISTRICT AREA. 50% LOT COVERAGE IS ' FQ� POND i �Q� 4 PERMITTED WITH RECHARGE OF IMPERVIOUS SURFACE AREAS. �? 4. THE LOCUS SITE IS NOT LOCATED WITHIN A FLOOD AREA REGULATED STA BY SECTION 3-5.1. 12 Farnsworth Street 5. THE LOCUS SITE IS NOT LOCATED WITHIN AN AREA OF CRITICAL Boston, MA 02210 ENVIRONMENTAL CONCERN AS DESIGNATED BY THE COMMONWEALTH 617 542 4522 tel R0,40 OF MASSACHUSETTS, EOEA. 617 542 1432 fax ,Q MARY 6. THE LOCUS SITE DOES NOT CONTAIN NOR DOES IT LIE WITHIN 100 ate-inc.com a-mall 0 DUN N FEET OF A WETLAND OR WATERBODY. GTc° POND /32 7. THE LOCUS SITE IS LOCATED WITHIN THE INDEPENDENCE PARK AIRPORT INDUSTRIAL COMPLEX. ALL ABUTTING PROPERTIES ARE ZONED INDUSTRIAL. LOCUS JfA ON bTp;,CA TI ......... CO VA r 60, WOE) (pRl N92.o 43 E INFINIUM SOFTWARE NOTES: 336.01 ZONING LEGEND: DISTRICT — INDUSTRIAL HEADQUARTERS CRITERION REQUIRED EXISTING PROPOSED MIN. LOT AREA 90,000 SF 270,173t SF 270,173f SF 25 Communications Way LOT FRONTAGE 20' 509.34' 509.34' _ - Hyannis , MA 02601 FRONT YARD 50' 62.06' 62.06' 508-778-2000 SIDE YARD 30' 68.60' 30.70' REAR YARD 30' 384.85' 384.85' N 0 BUILDING HEIGHT 30' MAXIMUM 2—STORY OFFICE 2—STORY EXPANSION wo N 0 BUILDING AREA 25% MAXIMUM 100,000±SF 109,600±SF MAX. IMPERVIOUS COVERAGE 50% 40.95% (122,823t SF) 46.72% (126,217f SF) t'1 MIN. OPEN SPACE 50% 54.54% (147,350t SF) 53.28% (143,956f SF) z 0 PARKING CLASSIFICATION INDUSTRIAL: 1/700 SF INDUSTRIAL: 0 SF INDUSTRIAL: 0 SF o WAREHOUSE: 1/700 SF WAREHOUSE: 0 SF WAREHOUSE: 0 SF J� .D ~p P OFFICE: 1/300 SF OFFICE: 50,000 SF OFFICE: 59,600 SF � ,p PARKING ALLOCATION 231 SPACES 231 SPACES (199 REQ.) HANDICAP PARKING 7 SPACES 7 SPACES � GRAIN� --- EA SEMEN T EDRAIN ASEMENT I Ng2•06'43 E 33-7 BIT C17NC l CG LEGEND f BIT CONC BITUMINOUS CONCRETE END EXIST CONC WALK do BERM LAWN ° CB CATCHBASIN MATCH EXIST CONIC 1x1Re aA BIT CONC CB/PLUG CONCRETE BOUND/PLUG DMH DRAIN MANHOLE cc O .� EFT ELECTRIC, FIRE ALARM, TELEPHONE BERM.: caNG / Qr EMH ELECTRIC MANHOLE - y� GC GRANITE CURB w. �� rMATQi EXIST BIT GG GAS GATE N o G os cQ O_ Ci7N O et HYD HYDRANT INV INVERT f�� R.3d cf) ! LP LIGHT POLE N CrA 1 SN MH MANHOLE N PVC POLY—VINYL—CHLORIDE Co ouN►P iv RCP REINFORCED CONCRETE PIPE BIT ti S SIGN `- SB/DH STONE BOUND/DRILLHOLE SMH SEWER MANHOLE GG 2 STORY BRIO TMH TELEPHONE MANHOLE G TRANS TRANSFORMER B 1 LOT 1 "IN W WATER LINE pROPOSED SIGN WG WATER GATE EXP s BOORING #3 270,173f S.F. g,600 SF O OR Z M +6 TEST PIT #6 6.202t Ac. co �►c 5 WETLAND FLAG o � ECB EROSION CONTROL BARRIER C? -- VGC VERTICAL GRANITE CURB R�o`�pOST —_ CC CONCRETE CURB GUA�AIL TO FR e Boa°' DECK [, GRAIN DRAIN coin HCC HAUNCHED CONCRETE CURB I3uILo•�c PROPOSED EASEMEN °s EASEMENT J SWSL SINGLE WHITE SOLID LINE h RaLovE °ECK SWBL SINGLE WHITE BROKEN LINE EXIST OEM 's NO. Date Revision SB SPEED BUMP �=283,34' R' CCB CAPE COD BERM N R=4068.00 seal CONC CONGRETE COMP HYDRANT aE01M TS TRANSITION STONE EDWARD S84 •49'46 W SMITH,Jft .BM HCR HANDICAPPED RAMP 18106 CS CURB STOP 430,11' VE �AQ No. Iowa FD FOUNDATION DRAIN .BN _ 0' WIDE) ID INTERCEPTOR DRAIN (PRIVATE l0 PPVC PERFORATED POLY—VINYL—CHLORIDE DCB DOUBLE CATCH BASIN Drawing Title UD UNDERDRAIN CO CLEAN OUT DI DUCTILE IRON RD ROOF DRAIN FE FLARED END TD TRENCH DRAIN CW CROSSWALK V HANDICAP VAN SPACE HP HANDICAP SPACE ADDITION LAYOUT & PROPERTY OWNER: CONTRACTOR: MATERIALS PLAN INDEPENDENCE PARK ASSOCIATES KAY CONSTRUCTION CORP REALTY TRUST 815 E 5TH STREET (PO BOX 67) 815 E 5TH STREET SOUTH BOSTON, MASSACHUSETTS SOUTH BOSTON, MASSACHUSETTS TELE NO.: (617) 269-8690 TELE NO.: (617) 269-8690 DRAWING TITLE: PROJECT TITLE: ENGINEERING DESIGN CONSULTANTS, INC. SHALL 25 COMMUNICATIONS WAY NOT BE RESPONSIBLE FOR CONSTRUCTION LAYOUT AND MATERIALS PLAN MEANS, METHODS, TECHNIQUES, OR PROCEDURES H YAN N I S MASSACHUSETTS Pro eet No. Drawing No. UTILIZED BY THE CONTRACTOR, NOR FOR THE � SAFETY OF PUBLIC OR CONTRACTORS EMPLOYEES; iNF-9712 � OR FOR THE FAILURE OF THE CONTRACTOR TO •EDWARD ASSESSORS MAP 314 PARCEL NO. 005 CARRY OUT THE WORK IN ACCORDANCE WITH 2 5/4/98 ISSUED FOR BLDG. PERMIT NO CHANGE) PSB GES GES w m,-1 Date INC. Fro. 16106 PREPARED FOR: PREPARED BY: COPYRIGHT (C) BY ENGINEERING DESIGN CONSULTANTS, THE CONTRACT DOCUMENTS. � January z9, 199E ALL RIGHTS RESERVED 1 2/17/98 RE—ISSUED FOR SITE PLAN REVIEW PSB GES GES 9EOIg�ca�° : INFINIUM SOFTWARE ENGINEERING DESIGN CONSULTANTS, INC. sale ENGINEERING DESIGN CONSULTANTS, INC.'S 0 1 /29/98 ISSUED FOR SITE PLAN REVIEW PSB GES GES 30 TED LANE 1" = 40' ° NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC LIABILITY FOR THIS PLAN IS LIMITED TO THE SCALE: DATE: SHEET: PLAN NO.: MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF ENGINEERING DESIGN CONSULTANTS, INC. ANY EXTENT OF ITS FEE LESS THIRD PARTY COSTS. REV. MADE CHKD AqPD SOUTHBOROUGH, MASSACHUSETTS Dram B7 Checked SMODIFICATIONS TO THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION ENGINEERING DESIGN CONSULTANTS, INC. SHALL RENDER THEM INVALID AND UNUSABLE NODATE REVISION BY BY 1" = 40' JAN 29. 1998 1 OF 4 214SP1 TELE NO.: (508) 480-0225 FAX No.:(508) 485-1937 psD Gig INF-A3 ©Copyright Spalding Tousias Architects, Inc. 1997 I .•.•:* 1...* NOTE x +Eps x is A LEVEL PLANEr:.�..:. w. r e•-. - .;x FLAT TOP ALTERNATE REQUIRED �,,.r• � :: FOR SHALLOW STRUCTURES. A 4'•� FINISH GR DE N :r '! 6 !! 51 WIDTH VARIES WELD,EDI WIRE I1-O,r wAlx str:EET I s I„R BRISTLE-BROOM FINISH-\ /// TOP COURSE SPALDING -t�-- FIN. GRADE p M DI_ . TOP COURSE 6 x 6 W 1.4 x W 1.4 4 CONCRETE SLAB =III_Illllj :• , • :�. ► . . . p lu 6 WELDED WIRE MESH = ,,. �: ,. 6 CONCRETE SLAB BINDER COURSE CURB RAMP SLOPES of RAMP SLOPES BINDER COURSE I" FINISH GRADE '' '' �� RB Ro Wz i ° c o ° =11A3 TOUGIAS ° ° ,+ ° " • 0 .„: K x 15 LESS THAN b INCITES. ARCHITECTS _ "•:' r • :.,:; oe• c 8 COMPACTED nrcrr THE SLOPE Cr THE n..rrcc LEBARON LKI10 FRAME AND COVER +' • --GRAVEL I -A000 o PROCESSED GRAVEL BASE oo II 9a 41ALL NOT IXCEEp 1:12 �.•o�..•-� Adf �� da PLaNTn+e oTrcn Incorporated .. o ° 8"COMPACTED II ;i�.•.o..e . •••do•� ,.• :•A Ill. oa•'•. a o a'• � o. . 'v •. *4 RE-BAR PROCESSED GRAVEL ,4 If WTI=III-l11= 111=111^ •° BIT CONC.BERM N011_wAUm+e su"sAa CONCRETE COLLAR SET FRAME IN FULL CONTINUOUS BASE �O^ "'' " "'O�`a"n COMPACTED n,R� lu uu-u _ Ril SUBGRADE e ° PROCESSED GRAVEL BASE•_. x �s x i ..., MORTAR BED AND CONC. COLLAR. _ 6 SCREENED GRAVEL 4�' u B" -T 1 gll-11-11%III COMPACTED SUBGRADE e•! o o . • . t:\"; GROOVED TOP RING 4„ 8u -COMPACTED SUBGRADE b .'•a�-oa'ox' '•Q:d.:o_. c Qe:: a o . SLOPE ��Pr STA N FLAT TOP ALTERNATE REQUIRED MAX sLO2 COMPACTED SUBGRADE• MAX ECCENTRIC CONE SECTION I'. - FOR SHALLOW STRUCTURES. I/4" EXPANSION JOINTS 15'O.C. CEMENT CONCRETE WALK CEMENT CONCRETE DUMPSTER PAD `"' 12 Farnsworth Street (SEE ABOVE) T NOT TO SCALE NOT TO SCALE Boston, MA 02210 �• 12 •\ STEEL.R REINFORCING TO MEET 10 817 542 4522 tel VERTICAL CONCRETE CURB CAPE COD BERM •.\ NOT TO SCALE NOT TO SCALE FLARED SIDES RETURNED CURB 617 542 1432 fax ---- ---_-- I SPECIFICATIONS FOR H-20 ata-inc.com a-mail MORTAR ALL JOINTS ', LOADING No scALE HANDICAP RAMP DETAIL .,. 'I STANDARD BARREL SECTION wo,< oCTCRAr(s eA,,,•Ma s,A,y ommv Cr •A+sm naMUTrn oars IN A ou„nn NOT To SCALE _ 7 ICY,µ°•K A WOO a MCWMA, °]N AT A UMU-TD-COIM VAONO O" AC 2.13 M.A 0 91.0°O/fl,AM ----------- 5" MIN. kaw,r rr",Ao OMiMo aA►.a °t.rrr MONOLITHIC BASE )' 4 -0 �.1 OoT-o�oApc a ww,_o.wrr SECTION 01 A. '.A OUTSIDE PIPE t DIMENSIQNS r ; PLUS 2 CLEARANCE , 8"SCREENED �'''n •a�'o:.- - GRAVEL :4 6,; TIOT;." 0 60' WIDE) LNDISTURBED SOIL OR LEDGE (PRIVATE PRECAST CONCRETE DRAIN MANHOLE INFINIUM SOFTWARE NOT TO SCALE _Al� HEADQUARTERS LEBARON LF248-2 CATCH BASIN FRAME BRICKS MAY 8E USED E R GRADE AND,GRATE OR As 2 5 Communications Way y ADJ11SrME1VTsa COURSES MAX.) REQ 0 BY DPW THE FRAME TO BE ART IN FULL Hyannis, M y A 02601 ' OF MORTAR 9_ WEEPF-TOLES TO HONE I.4MESH GALV. - CONCRETE r J N 24- �: AND B 3 GAUGE FASTENED TO WALL INFILTRATOR COLLAR. y Q z OPENING AND B1ICKFILLEO WITH 2C.F OF `�v o CRUSHED STONE rf Z~ - Chamber 508-778-2000 - (n / ••-' FLAT TOP ALTERNATE RECtJiREO N 8"MIN. �/ FOR SHALLOW STRUCTURES. Standard Model LP 48"DIA • (SEE ABOVE) U_v r-CLEAR OUTSIDE PIPE DIAMETER i > _I NORMAL WATER LP w a_Q - _ _ PLUS 2"CLEARANCE 30„ , LEBARON L202 HOOD OR EQUAL REINFCRcco CONCRETE • MORTAR SECTIONS TO BE DESIGNED ALL ;' SUMP � FOR MIN. H-20 LOADING. JOINTS �' wpn Copacny wrxtrtATOtY Cnamber and end pate. 5" MIN. 5" MIN. • _ T T 8"SCREENED n - GRAVEL - g a o, - _ - _ =_- I rr ❑ e. - - -- 11 oo. c,� ,V.:• PRECAST CEMENT CONCRETE BASE UNIT _ _ - _ UNDISTURBED � i" g - _ __ - _ EARTH OR LEDGE Schematic of Single-Layer System SEPTIC CREC�RD) ORA/N �H h EASEMENT PRECAST CONCRETE CATCH BASIN .,_eArrw _ --- DRAIN GAS TRAP ----------- WITH tz NO i TO SCALE y Top Pipe b LP 1-}- ., ❑CB EASEMENT aar.nr ....o.Cv.On 70 .80 j o.A�•rnrs r"Aro.O L P t7 CATCH BASIN CASTING do COVER ,, -�pt.6Stone LP -� \ FINISH GRADE �O DO 69 .47 n \ �.u�a r svrAecr cu.Ac .sr t�`I LP I- i 24 DIA. h AOT.•ACg sms A *Asr AAO Ar°K�rtrAraff Misr Of C0a 4clm \ \ \ ro A.-- or rss SCA%OAAo hroCror CC"". � ' - .._ i�l•F��EF1:i•�4iP9�--� � � LP _ \ \ PRECAST CONC.DRYWELL Schematic of Single Layer System 1 ` \� ` -- _ \i ' ¢ \\ \ BIT CpNC (H-20 CONSTRUCTION) -PEASTONE L�ht \ / FILTER CB \ \ CB i 12 R.C.P, r "�: �.. _o • .4 o.a • �� - eruoou•r% o ------*----4- -- -� - \ / ❑R�7568 B=683 \ B=70.A / -75-- _. ` BERM 0 B=c7.5 \ \ CC O / J/�_ - \\ \ \ 2C CC CB CON o c' a o o c, p a �r T. MH I \ '� // \ \ L p ` =i a o 0 0 0 'c a ° �• v It• • ts, aoarnr Top Pipe - / CB �' N O �j �., � PAVE1t1 \ MH P V R=76.91 � -.. // �. �. /�. / /// `•• \ t-- r-' _ !a 4- r...w tvAon 6 3 .5 D ` R=74,01 TO CATCH BAST \ ER LP LP I V B=68. U. o O ) �11 orue�isMAro.O - - 8=65.2 WA TER S n a o c - 1� BOt=62.67 - - \~ Cq S c c a a _, o a=y BOt. Stone CBYD 62.17 tx�Li• % . C7, C3 CO G G G,:G 0'• •'• J�•I`,�•1 r r�I'•-a-AO'.-CICGUCRIS A/rAaeCU�ACIW 8A1r \ / " r� ' . , ,.�o nS Q onrsto s,o t f"•vtnl gilNG PIT ~ �`R \ �� CB-4 L i 1 \ \ \\ \ \\ \\\ \ ✓ / // / //// / Ki IP u- ,. v-44,1="�.�.v_I i1=!us `•L r�=msll�u I, Aoa:ro s«s A,.Ff3X S.,o.t•PWCC.M,s..r co�•crra �A � / - � R�72 40 1 STY R-7130 4 _ ro A..�Ar o-►sr srAAwo roocro+a+.rr. B'-o"DIA.• vsTM \ °\ 1=s7s0 72.5 x 1=68.10 R=70.00 \ 1 1=66,10 r T ' �. INFILTRATOR 2 1.65.00 SMH S= . x 12" DI \ � `_� \ � � I \� � \ \ \ \ \ \ � � / / ►� I I/2 CRUSHED STONE SEE DETAIL A R=67,7 ,/ 5x B S_0,020 �q tING PIT \ 2.65x I / \ \ \ \ \ \ ) / \ \\ \\ // \�/II / \ W11F1 CB GRATE -�\\�\ CONNEA�ST i \ / ^ ` \\ \\ \ \\/ / \ \ R=64.00 LEACHING PIT (DETAIL A) cc _ 1=6 =6� s -72.00 ` SEE DETAIL B B ROOF \ < 1 OVE EXIST \ / 2 STORY BW NTS AND kS TO '- \ '� WING LOT 1 8U1lDING. ' 1 , PROP OS \ 270,173f S.F. MANSION n c �r FINISH GRADE CATCH BASIN CASTING ac COVER OR RM ' I ` 9,600 SF 55 • �= CO I'>!•.Ott 12' PVC 6.202f Ac. s;o.000 rip) - 66.55 6. 24"DIA. s PVC ( 0 1 _R �> IST FLOOR E EV_ _ _ O s 00 •,ma c \ BASE FI_0 r 1 _ \ ' \ I I \ ` \ \ I ! r \\ 1 3.� tQ PRECAST CONC.DRYWELL I r `✓' `='=^ j -� - - 80- p / W-20'CONSTRUCTION) = .�FILTERONE r T`(P) 7 \ FRfI O \ \\\\6 PVC ( _ _ _ -r : -80 - \ \ \ _ A/N \ / DRAIN `I oo it 5.0.000 0 �� \ \ �\ ` `so-. \ - - - - - \ \ - - - -, I lEA�EIME �! o s . a 4 -� 1=63.00 12 \\ \ - _ - _ - _ - - \ \ I 1S \y I EASEMENT cf'u c' a o c c, p a o?�. r,'Lr 12 ' _ y�� \ \ )S\ \ \ - _ -' ' !i \ \ - - - - J \GI✓ I I CB h : :,G>r L p• �• •� to $=0.000 ' r(ce \\� \\\\ \ \\ ` ` ` - _ - �� !=n� \ \ \ - _ - _ //// \ / G No. Date Revision • NK.` :i a C3 o CM C3 'o o 3 rD II a r ,.,�/C / t y \0� \ \\ \ \ `� •� - - _._.. _ .� 1 -� �- _ •- - _ D/GG CB 30 o o a o a u o - $=0.01O OUPSeal A`. c .,o• o o r C a�i - • tp�.' 573 � �u�o� r l �t I // �• I I GEORGE l0 N P„- 4 �taueu� ru u_t i?Tus t �_ t_ \ I ' EDWARD 8'-0"DIA._' / / / / l ~ / SMITH, Jft No. 1fi1. I \ 08 1 W'CRUSHED STONE \ \ \ \ PRI VA TE 1 DD' WlDE) VE ( LEACHING PIT (DETAIL B) NTS Drawing Title SMH R=65.34 I=SEAL EII FILTER FABRIC TO OVERLAP THE TRENCH AT CENTER. PERFORATED • ;_ ?IPE(INVEL.VARIES) o BASEMENT FLOOR • Id' , ` GRADING & Ir A ' MIRAFI OR ° •• DRAINAGE PLAN EQUIVALENT o °. FILTER FABRIC ° •._• ° % PROPERTY OWNER: CONTRACTOR: 3/4"-1-1/2° /�� 1=i�-I-1'• _i�I•sl � WASHED 6"MIN INDEPENDENCE PARK ASSOCIATES KAY CONSTRUCTION CORP STONE REALTY TRUST 815 E 5TH STREET (PO BOX 67) FOUNDATION DRAIN DETAIL 815 E 5TH STREET SOUTH BOSTON, MASSACHUSETTS NOT TO SCALE SOUTH BOSTON, MASSACHUSETTS TELE No.: (617) 269-8690 TELE NO.: (617) 269-8690 DRAWING TITLE: PROJECT TITLE: ENGINEERING DESIGN CONSULTANTS, INC. SHALL 25 COMMUNICATIONS WAY NOT S, RESPONSIBLE FOR CONSTRUCTION GRADING AND DRAINAGE PLAN Project No. Drawing No. MEANS, METHODS, TECHNIQUES, OR PROCEDURES tM H YAN N I S, MASSACHUSETTS UTILIZED BY THE CONTRACTOR, NOR FOR THE SAFETY OF PUBLIC OR CONTRACTORS EMPLOYEES; +� OR FOR THE FAILURE OF THE CONTRACTOR TO GWR� 'Q INF-9712 WWAiW ASSESSORS MAP 314 PARCEL NO. 005 CARRY OUT THE WORK IN ACCORDANCE WITH 2 5 4 98 ISSUED FOR BLDG. PERMIT NO CHANGE PSB GES GES s swTH,AL N Date COPYRIGHT (C) BY ENGINEERING DESIGN CONSULTANTS, INC. THE CONTRACT DOCUMENTS. ( ) Mo. 1f1106 v PREPARED FOR: PREPARED BY- January 29, 1998 ° ALL RIGHTS RESERVED 1 2/17/98 RE-ISSUED FOR SITE PLAN REVIEW PSB GES GES � sGISTS 0 fir INFINIUM SOFTWARE ENGINEERING DESIGN CONSULTANTS, INC. Scale ENGINEERING DESIGN CONSULTANTS, INC.'s 0 1/29/98 ISSUED FOR SITE PLAN REVIEW PSB GES GES 30 TED LANE 1" = 40' LIABILITY FOR THIS PLAN IS LIMITED TO THE U/ NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC SCALE: DATE: SHEET: PLAN NO.: MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF ENGINEERING DESIGN CONSULTANTS, INC. ANY EXTENT OF ITS FEE LESS THIRD PARTY COSTS. REV. MADE CHKD APPD SOUTHBOROUGH, MASSACHUSETTS Drawn By Checked By MODIFICATIONS TO THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION ENGINEERING DESIGN CONSULTANTS, INC. SHALL RENDER THEM INVALID AND UNUSABLE. N0 DATE REVISION BY BY BY 1" = 40' JAN 29, 1998 2 OF 4 214SP1 TELE NO.: FAX NO.: PSB I GES iV (508) 480-0225 (508) 485-1937 INF-A3 ©Copyright Spalding Tougias Architects, Inc. 1997 CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL REPORT TO THE OWNER AND ENGINEER ANY SPALDING SIGNIFICANT VARIATIONS IN EXISTING SITE CONDITIONS FROM TOUGIAS THOSE SHOWN ON THESE PLANS. ANY PROPOSED REVISIONS TO THE WORK, IF REQUIRED BY THESE SITE CONDITIONS, SHALL NOT ARCHITECTS BE UNDERTAKEN UNTIL REVIEWED BY THE OWNER AND THE Iaoorporated 2. THE CONTRACTOR SHALL NOTIFY THE RELEVANT TOWN DEPARTMENTS AT LEAST 48 HOURS IN ADVANCE OF ANY REQUIRED INSPECTIONS. STA 3. IN ORDER TO PROTECT THE PUBLIC SAFETY DURING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR 12 Farnsworth Street INSTALLING AND MAINTAINING AT ALL TIMES NECESSARY SAFETY Boston, MA 02210 DEVICES AND PERSONNEL, WARNING LIGHTS, BARRICADES, AND 617 542 4522 tel POLICE DETAILS. 617 542 1432 fax 4. THE CONTRACTOR SHALL REGULARLY INSPECT THE PERIMETER OF sta-inc.com a-mail THE PROPERTY TO CLEAN UP AND REMOVE LOOSE CONSTRUCTION 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTITUTE EROSION CONTROL MEASURES ON AN AS NECESSARY BASIS, SUCH THAT EXCESSIVE SOIL EROSION DOES NOT OCCUR. MEASURES SHALL INCLUDE HAY BALE DIKES ALONG THE PERIMETER OF CUTS AND FILLS, MULCHING, AND PLANTING OF DISTURBED AREAS AS SOON AS PRACTICABLE. 6. AT THE END OF CONSTRUCTION THE CONTRACTOR SHALL REMOVE ....... IVA ALL CONSTRUCTION DEBRIS AND SURPLUS MATERIALS FROM THE r r Z-�x y SITE. A THOROUGH INSPECTION OF THE WORK PERIMETER IS TO ON BE MADE AND ALL DISCARDED MATERIALS, BLOWN OR WATER CARRIED DEBRIS, SHALL BE COLLECTED AND REMOVED. WpE) 7. AT THE END OF CONSTRUCTION, AFTER ALL DISTURBED AREAS (PRIVATE - 60 HAVE BEEN STABILIZED, THE CONTRACTOR SHALL CLEAN THE SUMPS OF ALL CATCH BASINS AND THE INVERTS OF ALL DRAIN INFINIUM SOFTWARE 8. THE LOCATION OF UNDERGROUND UTILITIES AS REPRESENTED ON THESE PLANS IS BASED UPON PLANS AND INFORMATION PROVIDED HEADQUARTERS BY THE RESPECTIVE UTILITY COMPANIES OR MUNICIPAL DEPARTMENTS SUPPLEMENTED BY FIELD IDENTIFICATION WHEREVER POSSIBLE. NO WARRANTY IS MADE AS TO THE ACCURACY OF THESE LOCATIONS OR THAT ALL UNDERGROUND UTILITIES ARE SHOWN. THE CONTRACTOR IS TO CONTACT DIG SAFE AT LEAST 72 25 Communications Way HOURS PRIOR TO THE START OF CONSTRUCTION. DIG SAFE TELEPHONE NUMBER IS 1-800-322-4844. - Hyannis, MA 02601 9. THE CONTRACTOR IS TO VERIFY THE LOCATION, SIZE, AND DEPTH OF EXISTING UTILITIES PRIOR TO TAPPING INTO , CROSSING OR 508-778-2000 EXTENDING THEM. IF THE PROPOSED WORK POSES A CONFLICT WITH THE EXISTING UTILITIES, THE ENGINEER IS TO BE NOTIFIED PRIOR TO THE CONTRACTOR CONTINUING. 10. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS, DOOR LOCATIONS, AND ENTRY DETAILS. 11. REFER TO PLUMBING DRAWINGS FOR EXACT SIZE AND LOCATION OF WATER, ROOF DRAIN AND SANITARY SEWER CONNECTIONS. 0 12. REFER TO ELECTRICAL DRAWINGS FOR SITE LIGHTING CIRCUITS, FIXTURE DETAILS AND BUILDING CONNECTION LOCATIONS. ELECTRICAL CONTRACTOR SHALL CONFIRM THAT SITE LIGHTING LAYOUT WILL PROPERLY COVER PARKING LOT LIMITS AND NOT CAST GLARE UPON ADJOINING PROPERTIES. 13. ALL REINFORCED CONCRETE PIPE IS TO BE CLASS III. ALL PVC SANITARY SEWER IS TO BE SDR 35 WITH RUBBER RING JOINTS. ALL PVC STORM DRAIN (PERFORATED AND SOLID) SHALL BE SDR 35, ADS TYPE N12 POLYETHYLENE PIPE OR APPROVED EQUAL; EXCEPT FOR THE ROOF DRAINS WHICH SHALL BN DU TILE IRON.E IRWATER MAIN IS TO BE CLASS 52 CEMENT pTIG� CO n� DRAIN`�� -� EASEMENT ' 1. 14. WALKS SHALL BE OF 4" THICK PORTLAND CEMENT AND SHALL BE DRAIN CONSTRUCTED ON 6" OF COMPACTED BANK RUN GRAVEL. n CONCRETE FOR WALKS SHALL HAVE A MINIMUM 28 DAY b 0CB ��ESEMENT COMPRESSION STRENGTH OF 4,000 PSI. WALKS SHALL BE REINFORCED WITH WWM 6X6 #10/10, CONFORMING TO ASTM A184. a 15. THE TOWN OF BARNSTABLE DEPARTMENT OF PUBLIC WORKS IS TO BE NOTIFIED PRIOR TO THE START OF ANY WORK ON INDEPENDENCE A DRIVE. h m 16. THE TOWN OF BARNSTABLE WATER & SEWER DEPARTMENT IS TO BE b BERM 0WG NOTIFIED PRIOR TO THE START OF ANY WORK ON THEIR SERVICES. Brr cnNc M 17. NO LEDGE, BOULDERS, OR OTHER UNYIELDING MATERIALS ARE TO ❑CB CB R=79.63 BE LEFT WITHIN 6" OF THE WATER AND SEWER IN THE TRENCH, C CB B=68.39 B=70.8 NOR ARE THEY TO BE USED FOR BACKFILL FOR THE FIRST 12" 0R=75.68 0 ABOVE THE SERVICES. BEST MH B=67s :�---r" cc O CC CB CpNC j PAS MH SLCVR=76,91 `V 18. STANDARD PAVEMENT AREAS SHALL HAVE 12 INCHES OF GOOD, RB7401 TO CATCH BA9N o PI 8=69. Q wa CLEAN BANK-RUN GRAVEL, CONFORMING TO MDPW M1.03.1, WITH 8=65.2 rFR ya NO STONES LARGER THAN 3" IN DIAMETER AND SHALL BE PLACED CB rD AND ROLLED WITH AT LEAST A TEN TON ROLLER. THE SURFACES SHALL BE WET DURING ROLLING TO BIND THE MATERIAL. ALL STONES OF 4" DIAMETER OR LARGER SHALL BE REMOVED FROM 5 THE SUB-BASE PRIOR TO PLACING BASE MATERIAL. �00G PT 12 GRATE 7 R 72-40 u 1 STY �72,30 "rA 1=67.60 1=66.10 19. STANDARD PAVEMENT AREAS SHALL BE PAVED TO A THICKNESS OF 1=66.10 3 MEASURED AFTER COMPACTION, R 70.00 " WITH A 1 1/2 " BINDER COURSE 165.00 sMH S' NC 12' 01 � AND 1 1/2" TOP COURSE OF CLASS I BITUMINOUS CONCRETE DETAIL A 1=6 67 ` B S---0.020 PAVEMENT, TYPE I-1. IFp,CHIN�GgtA1E Cq�1ECo C OAST o 20. HEAVY DUTY PAVEMENT AREAS SHALL HAVE 12" OF GOOD CLEAN SEE DETAIL A4,16 6 1=7200 BANK-RUN GRAVEL CONFORMING TO MDPW SPECIFICATION 8 C'3 1= �7.s CC RoaF Y BRICK M1.03.1, WITH NO STONES LARGER THAN 3" IN DIAMETER AND �0�p4STT 2 STOR SHALL BE PLACED AND ROLLED WITH AT LEAST A TEN TON pt A1N UNTO ES -BTf 1NG +Hy ROLLER. THE SURFACES SHALL BE NET DURING ROLLING TO LOT 1 e��IN pRopoc Vim+"'BIND THE MATERIAL. ALL STONES OF 4" DIAMETER OR LARGER SIGN SHALL BE REMOVED FROM THE SUB-BASE PRIOR TO PLACING BASE 270,173f S.F. S= PVC EVAN 1 MATERIAL. OR 20.0 S 9 600 SF 55 21. HEAVY DUTY PAVEMENT SHALL BE PAVED TO A THICKNESS OF 4" 6.202f AC. S;0' �np) r M T FLOOR ELEV== S5 69 " URSE 6 F e o IS V-66. O AND AI MEASURED/2"TTOP COMPACTING, OF CLASS I BITUMINOUS IDECON°CRETE Sac.000 � � - Cx BASE FLOOR ELE 163.00 PAVEMENT, TYPE 1-1. 1_ .30fo-1 o^' 1=63.45 CO 22. THE AGGREGATE SHALL BE COMPOSED, MIXED AND LAID HOT INcx EM - TWO COURSES AS SPECIFIED IN THE "COMMONWEALTH OF ° [�DWA_IN MASSACHUSETTS STANDARD SPECIFICATIONS FOR HIGHWAY AND g• PVC ( � CO cn TRA S EASEMENT DRAIN _I BRIDGES", 1988 EDITION SECTION 460 FOR CLASS I BITUMINOUS S=0.0o0 EASEMENT 1 CONCRETE PAVEMENT, ASS SPECIFICALLY SET FORTH IN SECTION 1=63-00 No. Date Revision 460.20 AND 460.82. 12' PVC a o ��¢ 4 B S=0.o00 Co SE C w ° 0 GG CB 23. ANY EXISTING PAVEMENT REMOVED FOR UTILITY TRENCH 12' PVC 6� . EXCAVATION WITHIN A PRIVATE OR PUBLIC WAY OR OTHERWISE 5=0.010 ' DAMAGED DURING CONSTRUCTION, SHALL BE REPLACED WITH A RSMH=68 Seal OPI ' FULL DEPTH OF PAVEMENT SECTION AS SHOWN ON THE TRENCH 15734 R-67,78 OTIN• t PATCHING DETAIL INDICATED HEREON. I=59.0 GEO RGE EDWARD 24. EROSION CONTROL GRASS MIXTURE (SIDE SLOPE GREATER THAN 4 '' SMITH,JR. HORIZONTAL TO 1 VERTICAL) FOLLOWING COMPLETION OF a No. !alas GRADING. THE FOLLOWING SEED MIX SHALL BE APPLIED: TYPE OF SEED % BY WEIGHT (PRIVATE _ 100' WIDE) DRIVE CREEPING RED FESCUE 30 TALL FESCUE 30 WHITE DUTCH CLOVER 30 Drawing Title RED TOP 10 SEED AT THE RATE OF 2#/2,000 SF R 534 USE THE ABOVE MIX AT THE RATE OF 50#/ACRE AND I=SEALED WITH 1/2 BUSHEL/ACRE OF WINTER RYE 25. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED WITH A MINIMUM OF 4" OF TOP SOIL SPREAD EVENLY THROUGHOUT. PROVIDE EROSION CONTROL MEASURES AS NECESSARY TO PROVIDE SLOPE STABILITY UNTIL VEGETATION IS ESTABLISHED. 26. ALL STUMPS, TOP SOIL, SUB SOIL AND OTHER DELETERIOUS MATERIALS ARE TO BE REMOVED FROM THE PROPOSED BUILDING UTILITIES & AND PAVING AREAS. 27. CONTRACTOR SHALL REVIEW SITE BORING RESULTS AS PROVIDED CONSTRUCTION BY INFINIUM SOFTWARE. PROPERTY OWNER: CONTRACTOR: NOTES INDEPENDENCE PARK ASSOCIATES KAY CONSTRUCTION CORP REALTY TRUST 815 E 5TH STREET (PO BOX 67) 815 E 5TH STREET SOUTH BOSTON, MASSACHUSETTS SOUTH BOSTON, MASSACHUSETTS TELE NO.: (617) 269-8690 TELE NO.: (617) 269-8690 ENGINEERING DESIGN CONSULTANTS, INC. SHALL DRAWING TITLE: PROJECT TITLE: 25 COMMUNICATIONS WAY NOT RESPONSIBLE FOR CONSTRUCTION UTILITIES PLAN Project No. Drawing No. MEANS, METHODS, TECHNIQUES, OR PROCEDURES UTILIZED BY THE CONTRACTOR, NOR FOR THE °' H YAN N I S, MASSACHUSETTS SAFETY OF PUBLIC OR CONTRACTORS EMPLOYEES; INP-9712 OR FOR THE FAILURE OF THE CONTRACTOR TO 1EDWAR CARRY OUT THE WORK IN ACCORDANCE WITH 2 5 4 98 ISSUED FOR BLDG. PERMIT (NO CHANGE) PSB GES GES $ ,��R. N ASSESSORS MAP 314 PARCEL N0. 005 COPYRIGHT (C) BY ENGINEERING DESIGN CONSULTANTS, INC. THE CONTRACT DOCUMENTS. PREPARED FOR: PREPARED BY: Date January 29, 1998 2 17 98 RE-ISSUED FOR SITE PLAN REVIEW PSB GES GES �"� 161 0 1. sale ALL RIGHTS RESERVED 1 / / os�� a INFINIUM SOFTWARE ENGINEERING DESIGN CONSULTANTS, INC. ENGINEERING DESIGN CONSULTANTS, INC.'S 0 1/29/98 ISSUED FOR SITE PLAN REVIEW PSB GES GES "�s . C 30 TED LANE 1' -LIABILITY FOR THIS PLAN IS LIMITED TO THE 40' NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC SCALE: DATE: SHEET: PLAN NO.: Drawn By Checked By MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF ENGINEERING DESIGN CONSULTANTS, INC. ANY EXTENT OF ITS FEE LESS THIRD PARTY COSTS. LN . MADE CHKD APPD 4i SOUTHBOROUGH, MASSACHUSETTS MODIFICATIONS TO THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION ENGINEERING DESIGN CONSULTANTS, INC. SHALL RENDER THEM INVALID AND UNUSABLE. DATE REVISION BY BY BY 1" = 40' JAN 29, 1998 3 OF4 214SP1 TELE NO.: (508) 480-0225 FAX NO.:(508) 485-1937 Pas GES INF-A3 ©Copyright Spalding Tougias Architects, Inc. 1997 J SPALDING TOUGIAS ARCHITECTS Inoorporeted STA 12 Farnsworth Street Boston, MA 02210 617 542 4522 tell 617 542 1432 fax sta-inc.com a-mail ''..'''''______C UT;ICA TI01v JfA Y 0 (pRI VA TE _ 60' DOE) INFINIUM SOFTWARE HEADQUARTERS `P 25 Communications Way LA `LP ED _ - Hyannis, MA 02601 508-778-2000 LA D DRA/N` ,,[` -- EASEMENT ' 1. DRAIN EASEMENT LANDSCAPED -�" LP LP LP LP BERM 0 BIT CONC L PED ,,,�•..�- CC CC C C UN LP C LP S S S S REL�A� CaNC o S LANDSCAPED s O UO T cp PROPOSE() LINE pELOCAIE LANDSCAPED L'SCAPED UGNT X I P 1 STY ,Q BIT Cf1NC q CC 2 S Y BRICK TD p LOT 1 PROPoSED UMING N 270,173f S.F. W�S10 WOODED OR B RM 99600 SF 6.202f Ac. 0 DCCK IrCK C3 i_D)iA1N _ DRAIN /EASEMENT o s EASEMENT / WOODED n o �V i S -O UP PROPOSED TREE LINE UP No. Date Revision 4 UP -- 100' ODE) DRIVE (PRI VA TE Seal EDWARID S+ ITH,dR. "o. 1610E Drawing Title ' 4 15153 = ? LANDSCAPE & LIGHTING PLAN PROPERTY OWNER: CONTRACTOR: INDEPENDENCE PARK ASSOCIATES KAY CONSTRUCTION CORP REALTY TRUST 815 E 5TH STREET (PO BOX 67) 815 E 5TH STREET SOUTH BOSTON, MASSACHUSETTS SOUTH BOSTON, MASSACHUSETTS TELE NO.: (617) 269-8690 TELE NO.: (617) 269-8690 DRAWING TITLE: PROJECT TITLE: 25 COMMUNICATIONS WAY Of LANDSCAPE AND LIGHTING PLAN HYANNIS, MASSACHUSETTS project No. Drawing No. MF-9712 oraoRar �. ASSESSORS MAP 314 PARCEL NOARD . 005 2 5/4/98 ISSUED FOR BLDG. PERMIT (NO CHANGE) PSB GES GES n'K Date PREPARED FOR: PREPARED BY: January 29, 1998 /sTt<a 1 2/17/98 RE—ISSUED FOR SITE PLAN REVIEW PSB GES GES No. a INFINIUM SOFTWARE ENGINEERING DESIGN CONSULTANTS, INC. Soale FQ r 1 2/17/98 ISSUED FOR SITE PLAN REVIEW PSB GES GES SCALE: DATE: SHEET: PLAN No.: 30 TED LANE Drawn Fly - 40' Checked B, REV. MADE CHKD APPD r SOUTHBOROUGH, MASSACHUSETTS DATE REVISION 1 = 40 JAN 29 1998 4 OF 4 214SP1 TELE NO.: — FAX NO.: — 1 NO. BY BY BY � (508) 480 0225 (508) 485 1937 INF-A3 ©Copyright Spalding Tougias Architects, Inc. 1997 SPALDING TOUGIAS ARCHITECTS Irioorporated NOTES 1 ) EXISTING CONDITIONS SHOWN PER FIELD SURVEY PERFORMED BY H & R SURVEY ON 1 /19-20/1998. STA 2) ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL 12 Farnsworth Street DATUM OF 1929. BENCHMARK USED CROSS CUT ON Boston, MIA 02210 HYDRANT FLANGE BOLT, ELEV = 51.73 (AS SHOWN ON 617 542 1432 fax REFERENCE No. 2) sta-inc.com a-mail N 3) UNDERGROUND UTILITIES WERE COMPILED FROM AVAILABLE RECORD PLANS OF UTILITY COMPANIES AND PUBLIC AGENCIES AND ARE APPROXIMATE ONLY. BEFORE DESIGN AND CONSTRUCTION CALL "DIG SAFE" CA TI01v 1 -800-322-4844. SOME DATA IS CONFLICTING co (PR/VA TE - 50, WIDE) AND CAN ONLY BE VERIFIED BY EXCAVATION. WA N 82-06;43" E 336•01, - - - EASEMENT - 25, SLOPE - - - - _ FNSOFTWARE - - - HEADQUARTERS SL78 1 25 Communications Way Hyannis , MA 02601 LOT 2 CB N N CB 508-778-2000 � o CY; }} o CIt ,P A - LO 1 CB 270,173f S.F. rTt OR 6. 0 C. 79.53 z CB OD ❑ O� Q CB SEPTIC <RECpRD) DRAIN�� EASEMENT ' 1. VENT n _ DRAIN 0 7,9,25 - E o CB EASEMENT b N 82•06;43 L 6,14 CB ` 84,0 y 337.27 84.53 84 3 77.28 7711 \3,25 83x71 7 CCNC 7735 77,38 \ 8, 3 BI 83.75 82.39 CC 83.2,' T'e 3.32 VG 76, 8 6. 4 b 11 BERM �03 2 d' 80.68 \ /�� ~" 3,86 2.9s BENCHMARK o 70',59 7818 78.99 O 824 LAWNx 84 s TOP OF NAIL ' 76, _-••.._ 75.74 +D� 7 .49 8 76,71 ` ',,, \ BIr cnlJc \ Y 758 2 6•1 M 76.57 CB B 8' 6X ELEV = 84.01 7 .7 APED 76, 7 .24--Cgg El CB 9 _7 •8 6 l _. _x` ) 81. 9 i 2/ 75 43 C i�ANDSCA 75,9, _ O k5,,68 76.59 68.3 78. ,5 753] _ 96 ERM 75,52 O B=�75 76.22 i.5 87\ CC i // / 5 i4,89 -�5, B MH 75,99 76:5 r CB 78 4 CI1NC 90,45-'' 8 ,G'.r' /�_ _ \\ 81.0.3 O '� ` 75.66 CC 76,38 76, _ 8c �/ �/� r \ i/ X 4,6c �y (J2 74,74 74.56 \17 off p 3 / 79,13 x �� 92,72�� .8 , 81.06 O Z �5.7/8 x CB 75,22 ' LP 1 v B=68,8 �'� LEGEND cry 7 28 x R=74,01 74.52 , o LP P S 7 .21 x BUf�1 74,32 WA rER S S �. 4 7396 7,<54 \ 8,85 B BOTTOM \ �5 =65.2 CUNC 7 6 LANDSCAPED76.3 76.23 S S , / 79.26 \ '� \ =73,06 HYD LANDSCAPED 76.32 .82 76� 774 7 \� / \ (� 595/ 935 BERM BITUMINOUS CONCRETE BERM - x L PED 76.74, 78.36 / \ \ / /. 4 73.24 74.51 x 75.52 � x _ - 73.48 74,8 2 76. 5 \ 7 � 32 R "7 , 4 / BIT CONIC BITUMINOUS CONCRETE 7� x � TILE FLO � xl l •�� \ \\\ \ � / .F� 4, 7339 - 76.5 C - 80, 8 CB CATCH BASIN \� �, 7z91� STY �LEv - 028 79r \ 72.6 H C , ,i 3 77 \ \ �� / 78,4� / Q CC CONCRETE CURB 3 O� \ 58 _� ti 7218 72.31 6 __ J REFERENCES CMP CORRUGATED METAL PIPE SM 7`71 L 74s6 \� \� \ \ \ ) " 76.E 74.9 x �� , \ O \ \ ` ', �� i'� 1 LOT LAYOUT PLAN, COMMUNICATION WAY, 9 \ s x / BARNSTABLE MA, BY CIVIL DESIGNS, INC., C 0 N C CONCRETE R 4 U A \ BIT CCNC X 722 pv DODR SJL Pry 7 .98 \ l Q Cp/ 76,55 ( % `' �\ 75 \ x\ `\86,7 W v » 66,5 ��\ 67.95 71.8 CMP E 75,c'4 4,15 \ 8=?8�� \/ � 84.45 1/ /� � � � EFT ELECTRIC, FIRE, TELEPHONE 72.� 12' HVACI �� ` \ 846� \o DATED 1 /6/1986. G R GUARD RAIL \ 12'CMP 72,24 ,4 72,53/ STORY BRICK \ 72,15 '\ 85 7246 \ �. �--9071`\ '�- O \ GW GUY WIRE �� %,_. � 1-Y•84 �� 2 X� � \ 7�9 �34 ' 692 791\ - �',. \\\, .� 2) DIMENSIONING AND UTILITIES PLAN, PROPOSED HVAC HEATING, VENTILATION, AIR CONDITIONING x�� 72.34\ t , BACK �\ \ x `� \\ \ FACILITY FOR FIBRONICS, INTERNATIONAL, INC.," HYD HYDRANT 6725 .�z 697 76,96 72.s7 78,�7 � 76• 76.45 BY CIVIL DESIGNS, INC., DATED 1 /9/1986. I INVERT 61,16 21 4 . .09 COMMUNICATION WAY �` 5r ODED 8�� x 8r. - I 7,"38 #25 \ 71.9� / L SCAPED LANDSCAPED "� a x 7668 x -� 3 /X �6 �� x 7� \ 7 4D LP LIGHT POLE . BERM �, o 6-6- \�\ / � x 775 -xi 91 \ / I� 7 67 q MH MANHOLE p° '' GR. / CaNC DCOU.SI L r 11 / � � f l \ 76,59 1 / 1 OH OVERHANG 75s1 , 78,15 ' . \ + 7s46 6.00 I PIV POST INDICATOR VALVE �� \ � - 7 71 R RIM 70.9 no 76,0 CO 96._ \78. 64 577 75,53 , / 7503 7536 -��72 / �f T O '_ \ -1--"--,`_ 75 c 7 41 68x / 74, 7163 DRAIN 69,E 713 J' - S SIGN �71. "x 75 5' 8 0'80,62 !_ 6. 71 C -75.18 7',8 7 6 ,/ 2 \ EA /u� o SMH SEWER MANHOLE `� ,l L WOODED"98 - �, --'�`-- �=� - 7545 74.41 74, EASEMEN T TRANS TRANSFORMER O-\� x !1� x \\ - ns -- _/ `� 8 2 %79.52 �-� A0 7 ^� pf 74 1 ,-,4 � ' UP UTILITY POLE 1,c'- - - �- ) _ --- " x77i8 �- 76. - 7s2, \ J c GG I 6902 - --�- s \ -� --- a57s s cB WG WATER GATE 031 / S 684iJ�' 69 3 b8,49,2� �p\ \� \ -s3- 7, i '� 83�� -- � $�, 74.5 . x 73ss b \� \'i5 '` 8 U _s 75.43 74.64 74,5.5 OVERHEAD WIRE SM 68:2 j x 6�9 69.89 % 72.1 /`� �' 5-7 74,99 S No. Date Revision - 74.72 SMH 7.3=6� 8 6.6T" 74,39 HANDICAPPED PARKING R=68. =59,0 I z 6:�"0_ o M -- 74,Ss 74,74 i I=57,3 68,4% _ 68. i 71.99 7 .78 73.64 74.55 \' es / 378 r Seal 66. L4#49'46 . W' / 707 4 72.17 7E.99 x 74,96 74,74 74,46 �,1 73 96 43Q.1 66. E 7 x6 68.89 70,95 73, 8 74.35 67 ' 6945 DR,x -- 74,78 74''P 73,53 /�7.77 71.49 \1 72,23VE SUP / ( x 65�4 66.17 l 69,17 ~ ' WIDEN 7369 73.28 k 6.35 70,39 71,99 (pRI VA TE - 100 67,99 65, IND R=65.34 SMH Drawing Title 1=SEALED I BENCHMARK O" TOP OF CONCRETE BOUND ELEV = 69.84 0 40 80 120 160 ft SCALE: 1 " = 40' EXISTING CONDITIONS PLAN KEVIN W. HINDS go.30327 DRAWING TITLE: PROJECT TITLE: ENGINEERING DESIGN CONSULTANTS, INC. SHALL INDEPENDENCE DRIVE NOT BE RESPONSIBLE FOR CONSTRUCTION UTILIZED gYHODS THE CONTRACTOR, NOR FOR THE ES EXISTING CONDITIONS PLAN' H YAN N I S, M ASSACH U SETTS Project No. Drawing No. SAFETY OF PUBLIC OR CONTRACTORS EMPLOYEES; KFEVI 1 (BARNSTABLE COUNTY) OR FOR THE FAILURE OF THE CONTRACTOR TO W. COPYRIGHT (C) BY ENGINEERING DESIGN CONSULTANTS, INC. CARRY OUT THE WORK IN ACCORDANCE WITH to 8W3WrJ2 Hate THE CONTRACT DOCUMENTS. o.30327 PREPARED FOR: PREPARED BY: ALL RIGHTS RESERVED Q^ �'� INFINIUM SOFTWARE ENGINEERING DESIGN CONSULTANTS, INC. Scale ENGINEERING DESIGN CONSULTANTS, INC.'S 0 1 /29/98 ISSUED FOR SITE REVIEW MAP KWH KWH SsII, 30 TED LANE NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC LIABILITY FOR THIS PLAN IS LIMITED TO THE SU9. SCALE: DATE: SHEET: PLAN NO.: MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF ENGINEERING DESIGN CONSULTANTS, INC. ANY EXTENT OF ITS FEE LESS THIRD PARTY COSTS. REV. MADE CHKD APPD � ' �i SOUTHBOROUGH, MASSACHUSETTS Drawn By I Checked By MODIFICATIONS TO THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION ENGINEERING DESIGN CONSULTANTS, INC. SHALL RENDER THEM INVALID AND UNUSABLE. NO. DATE REVISION BY BY BY 1 " = 40' JAN 29, 1998 1 OF 1 1561TP1 TELE No.: (508) 480-0225 FAX NO.:(508) 485-1937 IV W-A3 ®Copyright Spalding Touglas Architects, Inc. MW h x .• •.. + 1't:►: NOTE ;;;z:zz9 y f;•-b..�. .4. FLAT TOP ALTERNATE REQUIRED -•�r• SLOPE•r.x r; FOR SHALLOW STRUCTURES. WHERE x Is A tEW vuNE FINISH GRADE •r •' " 5 WIDTH VARIES WELDED WIRE MESH TOP COURSE ' 6 BRISTLE-BROOM FINISH ' /// 6"x 6"W 1.4 xW 1.4 1,_O„ WAtx STREET -LV- I FIN. GRADE I R N a -� 4" CONCRETE SLAB = III • : SPALDING III-III= - •. :► -..•� . ,• , • -..• OF - x 6 TOP COURSE WELDED WIRE ESH FINISH GRADE 1 i�' o:• • ' �.: ;- 6"CONCRETE SLAB BINDER COURSE - - ° T TOUGIAS „JJ== CURB RAMP SLOPES INOER COURSE I" S oo . o o , o ro o ° alltl3 SCALE t:�.. :.�:;.._ . . .. . ... ...... _ - o o B COMPACTED ° e „ ° TMa'a �" ARCHITECTS LEBARON LKI10 FRAME AND COVER i ."• ►-- " '- - z �' �1 00 ' GRAVEL „ I I d a•' '•,-cy o,�, ,�•, P - PROCESSED GRAVEL BASE v. _I 510E SMALL NOT EXCEED T:t2 ° # 8 COMPACTED •Z- •^Q II(=ill=111= III�ih .o°: ��' •- �flu Of P Incorporated 4 RE- BAR PROCESSED GRAVEL o•Q n BIT. CONC.BERM NON-WAUONO SURFACE CONTINUOUS BASE fO •- "'` �- ''•` • `�•'Ot`�� COMPACTEDRED CONCRETE COLLAR SET FRAME IN FULL m ,� uu u _ (ll SUBGRADE e•*° PROCESSED GRAVEL BASE•.D x USX x ..., MORTAR BED AND CONC. COLLAR. = 15 SCREENED GRAVEL COMPACTED SUBGRADE .4. STA .O .'-•C2i.p0'01"''•O'Fa;a•ci••e' �� d'O�? SLOPE as--- •��.•� B' T 1 311-11=I I5111 t:tz ', •�';: ::\". GROOVED TOP RING 4u Bn �l--•COMPACTED SUBGRADE :I; \ FLAT TOP ALTERNATE REQUIRED D COMFAMD SUBGRADE MAX / / X t:tz ECCENTRIC CONE SECTION I''. FOR SHALLOW STRUCTURES. 1/4 EXPANSION JOINTS 15 O.C. C FMENT CONCRETE WALK CEMENT CONCRETE DUMPSTER PA 12 Farnsworth Street (SEE ABOVE) T NOT TO SCALE NOT TO SCALE Boston, MA 02210 12 '�' STEEL REINFORCING T. MEET VERTICAL CONCRETE CURB CAPE COD BERM ' '0 617 542 4522 tel A.ST.M. AND A.A.S.H.LO. NOT TO SCALE RETURNED CURB 617 542 1432 fax FLARED SIDES NO SCALE SPECIFICATIONS FOR H-20 NOT TO SCALE NO SCALE ata-inc.com a-mail MORTAR ALL JOINTS '! LOADING HANDICAP RAMP DETAIL •i oaTccrAau r,A.rw�awL mwssr a •Aq(p Al!"Glm owls TWC A OU„[Tp NOT TO SCALE 5 !I; STANDARD BARREL SECTION cr A+a•,AL a.N.A n"orT o►Mw.,y ——— (LI N Are A m,-TO-L9.TQ YAOM MRrM1,MIN A6Vr7M.91MAQ a1K/5" MIN. uorr-arroASL a oAA:c o.-uort. MONOLITHIC BASE SECTION 4�-0" 0 I A. ' •,• -i OUTSIDE PIPE _�..._.----•' i DIMENS"S PLUS 2 CLEARANCE Ay 8"SCREENED !•ziIF r - GRAVEL TIO Z/��=1��ire= 0DE UNDISTURBED SOIL OR LEDGE VAT,, — PRECAST CONCRETE DRAIN MANHOLE INFINIUM SOFTWARE NOT TO SCALE HEADQUARTERS LEBARCN LF248-2 _CATCH BASIN FRAME _ 25 Communications Way BRICKS MAY BE USED FOR GRADE AND GRATE OR AS ADJUsrMENTs(3 COURSES MAX.) FiEQ'0 BY DPWFRA - THE BED OF O BE MORTAR a N FULL Hyannis, MA 02601 OF MORTAR 9 WEEPHOLES TO HAKE Ir�MESH GALV. CONCRETE • _J 24" •.: WIRE,23 GAUGE FASTENED 7O WALL INFILTRATOR COLLAR. Q Z '• AND BACKFILLEO WITH 2C.F. OF 0400 . OPENING ' CRUSHED STONE ' Too Chamber 508-778-2000 N / -• FLAT TOP ALTERNATE REUJIRED (n 8"MIN. �/ FOR SHALLOW STRUCTURES. St8T1C13TCl Model o 0A. 48"VVfA r• (SEE ABOVE) LP I- v CLEAR OUTSIDE PIPE DIAMETER >-_I NORMAL WATER rr - PLUS 2'CLEARANCE ¢ LP w ar Q .• — . I _ ] a, 3�ff LEBARON L202 HOOD OR EQUAL (] REINFORCED CONCRETE ' MORTAR SECTIONS TO BE DESIGNED ALL- ; SUMP � FOR MIN. H-20 LOADING.JOINTS �' Hph Copocny YanLTRATOR' dtompar and end piolo. !y 5" MIN- 5" MIN. rDf 8"SCREENED ft °•v •- TGRAVEL-- M90 ..--- ao. o: ,v..• PRECAST CEMENT CONCRETE BASE UNIT.o. o•.v UNDISTURBED n -ar----1 EARTH OR LEDGE Schematic of Single-Layer System ti o^HpTIC lRfGfJRDI DRAIN EASEMENT PRECAST CONCRETE CATCH BASIN .A_r+rr� _ -- -.- a h DRAIN WITH GAS TRAP NO 7DSCALE •- LP C[O K+rt[ Top Pipe b ocB EASEMENT 70 .80 1� o.Arxn R t 6 9.9 7 LP � ! \ FINISH GRADE CATCH BASIN CASTING do COVER —apt, Stone �y LP 69 .47 ..vtnl 24"DIA. n LP Ap,.•All Sms Af*Ax AAo w OKw^( oc,,&Aar°C[o/ACrNO Q \ \ \ •. r0 A Nart-0'rlt Sr-6,+0 OIrO'.OFT ". ` b \ LP \ BERM \\ \ PRECAST CONC.ORYWELL Schematic of Single-Layer System - \�- \ \ BIT CaNC \ \\ U'1-20 CONSTRUCTION) - PEASTONE LaH a � M \ \ - �FILTER �Cl3 \ \ CB - _ = _ _ `- f / 12"R.C.P. r v a: -. 0 4 aa.a '�' -, .,+. ►+uau[+.v. --- -li - - \ 70 _ ^� • p ° B= 7 I \\ \ cc Yc " rl�r -, OPE PAV� \ M H CC CB\ VR=76.91 I C17NC ` // / i = // / i/ -, \ \ al II• "!a u°K.n[ Top Pipe - ` CB �" CF1 BASIN \ ° pIV 8=68. -- i / //�' / l ! ' o a o 0 o a a TO C,pJ LP r ni r .A•.NQI cuAOM1 63 .50 ,.._ --. R=74,01 R LP S / � � / / / p +•� 0. o I o a ,o c � c- ,11 o +s Bo t=6 2 .6 7 - - \~ 1 ~ C I / \S '\ " \\ ! / \ ` / / / / / t l l j l 4_1 ' :. a. a a a �.y' •• -� � Bot. Stone \ CB 50 yr� / \ / \\ \ \\ \\\ \`\ \\// / , ' //// // ti Q 1 ` T, a O• G a G G a .G O '�i•'• ,TS 1 I r�1•-J•AOv-btCART Q,rAR[oo/ACKO/AX �� \ \ q . L CI srI PAs,<V) PIT -� (�►�Jr w CB-4 - > ,oe :�," �{".3Ss rj9,�j AOK:All sons.[ar.w.•°Kxec..x+.vsrxco.ACKv LEAC1i1NG / - (�\ J 724Q �G R , STY 7�30 —Trl fPtli�4 — L11g11='u _u1=111 uyl j1=711s I 1-nis11t;111 r0 A Y.a "o•rsr s,AAoAA0 nrocro.O[A•pn. � �j R= \ i R= \ ' \ \ \ \ \\ �/ / / / ( \ e'-0"DIA. WITH \ a\ 1=67.60 72 5 X 1= \ R 70.00 1=66.10 r 7 . rj$.10 • INFILTRATOR 2 1:65.00 SMN \ S= . x \� � I \ \\ / � / \ � \ / ~ r. DETP3l A R=67.7 ✓ =0.020 11/2 CRUSHED STONE SEE 1=6P 5x S / \ \ \ I \ _ EACHING PIT /� 72.55C0 \ W11i CB G�'TE -7c\\\\ CONNECT EXIST \ \ \ \ \ \ \ `- AtN R=64.00 CC ROOF DR I \ \ / \ \ \ \ \ \ \ LEACHING PIT DETAIL A Tail_e B \ \ s \ \ \ / L ( ) SEE DE \ I=6 =67 s �� 1'7200 \ \ \ \ \ \ ` RENIO�EXIST D � ` /,- � 2 STORY BRICK \ \\ \ 1 \\ �\ \ \�\ N TS AN B,(II� G \ \ RO N s To I r p OSED LOT 1 Bt111D1NG. I I l PRO ANSI ON \ CATCH BASIN CASTING do COVER 270,1 73t S.F. 1f PVC L>►J SIO_" \ \� J FINISH GRADE S:0.010 ` �= (04,pp OR 12• Pvc i I I 99600 SF 6.202f Ac. S_0•000 �-" I R >> I OR ELEV=76.55 VC (rip) FLOOR 2d'olA. 6=0.000 R IST F R ELEV=66.55 _ _ _ _ _ \\` \ / I \ \ \ / O 63.00 ''�, , \ � \ BASE FL00 r 1 _ / _ _ \ — \// J I ~ \ 98 CO PRECAST CONC.DRYWELL \ lIE _ r - £M 80--\ \ \\ \\ , \ / r (H-20 CONSTRUCTION) PEASTONE _ - - 0 ' - \ _ _ FILTER 6r TYP) '1 ! - _ 1 1 ~' \/ '� Pvo ( \ — _ - - r ��f "� \ rR,a s� r ��80— \ \ \\\ �=— _ ` I / `)RAIN I ! \\ DRAIN 1.600 \ \ 2 - _ _ \ \ \ ` 80 r — �— — IN - - _ _ \ \ fEA�SEtM EA SEMEN T Rif'n r 1T PVC' ( \ (t� \ — — `- IN. � \ \ ` \ ` —` -.. — '_ � \ \ - -i - - � / , \ \\CAW ll CB n u c' a o a cr . _ : _ \ $ \ D- — _ / \ No. Date S.O.Wv / --• _G. /.._- \, Revision CB Nye s , a o o .� o - ._ SMH 1 ' / - / ! \ U ` I Seal _�i. •�9 e, .-. R_6&. 4 ` 7 J \ �(! •'o o a .., 6 78-•ol 7 �€��, s• f s , e i NI(=s, c0 •o- 'c •a o o a .c aa� .,�i.Sy. t 4•• 6ilOan�ur=ul=anuylrIl"+gs t� I�nlslll=+u / \ / I \ // \Cis L'DYr3R11 8=0"DIA / // SMITH,1R. No. Igloo I V2"CRUSHED STONE , ,1 \ \ \ \ �� 100' WDE) DRIVE (PRl j LEACHING PIT (DETAIL B) Drawing Title N TS SMH R=65.34 I=SEALED FILTER FABRIC TO OVERLAP THE TRENCH AT CENTER. "PERFORATED -"IPE(INV.EL.VARIES) °' '° BASEMENT Fl 00R GRADING & w 10" • ' rr DRAINAGE PLAN MIRAFI ORi EQUIVALENT °' Q' io FILTER FABRICto . d PROPERTY OWNER: CONTRACTOR: 34-1 1/2WASH ' '-'_' INDEPENDENCE PARK ASSOCIATES KAY CONSTRUCTION CORP TONED 6"MIN REALTY TRUST 815 E 5TH STREET (PO BOX 67) FOUNDATION DRAIN DETAIL 815 E 5TH STREET SOUTH BOSTON, MASSACHUSETTS NOT TO SCALE SOUTH BOSTON, MASSACHUSETTS TELE NO.: (617) 269-8690 TELE NO.: (617) 269-8690 DRAWING TITLE: PROJECT TITLE: ENGINEERING DESIGN CONSULTANTS, INC. SHALL 25 COMMUNICATIONS WAY NOT S, RESPONSIBLE FOR CONSTRUCTION GRADING AND DRAINAGE PLAN MEANS, METHODS, TECHNIQUES, OR PROCEDURES H YAN N i S, MASSACHUSETTS Project No. Drawing No. UTILIZED BY THE CONTRACTOR, NOR FOR THE to SAFETY OF PUBLIC OR CONTRACTORS EMPLOYEES; INF-9712 OR FOR THE FAILURE OF THE CONTRACTOR TO a CARRY OUT THE WORK IN ACCORDANCE WITH BARD N ASSESSORS MAP 314 PARCEL N0. 005 Date COPYRIGHT (C) BY ENGINEERING DESIGN CONSULTANTS, INC. 2 5 4 98 ISSUED FOR BLDG. PERMIT (NO CHANGE) PSB GES GES s 06 THE CONTRACT DOCUMENTS. t+la 1ato6 va PREPARED FOR: PREPARED BY: January 29, 1998 ALL RIGHTS RESERVED 1 2/17/98 RE—ISSUED FOR SITE PLAN REVIEW PSB GES GES �Fa�°ter` INFINIUM SOFTWARE ENGINEERING DESIGN CONSULTANTS, INC. sale ENGINEERING DESIGN CONSULTANTS, INC.'S 0 1/29/98 ISSUED FOR SITE PLAN REVIEW PSB GES GES �s 30 TED LANE 1" = W. '�A2 U/ LIABILITY FOR THIS PLAN IS LIMITED TO THE NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS. ELECTRONIC SCALE: DATE: SHEET: PLAN NO.: Drawn B7 Checked MODIFICATIONS TOPHOTOCOPYING, RECORDING DING OR OTHERWISE THE WRITTEN PERMISSION PRIOR RNEERINGEN PERMISSION OF CONSULTANTS,ENGINEERING DESIGN RENDER THEM NVALIO AND UNUSABLE EXTENT OF ITS FEE LESS THIRD PARTY COSTS. rN DATE REVISION MADE CHKD APPD SOUTHBOROUGH, MASSACHUSETTS By THIS BY BY BY 1" = 40' JAN 29, 1998 2 OF 4 214SP1 TELE NO.: (508) 480-0225 FAX No.: 508 485-1937 pss I c$s INF-A3 ©Copyright Spalding Tongias Architects, Inc. 1997 i CONSTRUCTION NOTES SPALDING 1. HE CONTRACTOR SHALL REPORT TO THE OWNER AND ENGINEER ANY SIGNIFICANT VARIATIONS IN EXISTING SITE CONDITIONS FROM TOUGIAS THOSE SHOWN ON THESE PLANS. ANY PROPOSED REVISIONS TO ARCHITECTS THE WORK, IF REQUIRED BY THESE SITE CONDITIONS, SHALL NOT BE UNDERTAKEN UNTIL REVIEWED BY HE OWNER AND HE Inoorporatad 2. HE CONTRACTOR SHALL NOTIFY HE RELEVANT TOWN DEPARTMENTS AT LEAST 48 HOURS IN ADVANCE OF ANY REQUIRED INSPECTIONS. STA 3. IN ORDER TO PROTECT HE PUBLIC SAFETY DURING 12 Farnsworth Street CONSTRUCTION, HE CONTRACTOR IS RESPONSIBLE FOR Boston, MA 02210 INSTALLING AND MAINTAINING AT ALL TIMES NECESSARY SAFETY DEVICES AND PERSONNEL, WARNING LIGHTS, BARRICADES, AND 617 542 4522 tel POLICE DETAILS. 617 542 1432 fax sta-ino.com e-mail 4. HE CONTRACTOR SHALL REGULARLY INSPECT HE PERIMETER OF HE PROPERTY TO CLEAN UP AND REMOVE LOOSE CONSTRUCTION 5. IT SHALL BE HE RESPONSIBILITY OF HE CONTRACTOR TO INSTITUTE EROSION CONTROL MEASURES ON AN AS NECESSARY BASIS, SUCH THAT EXCESSIVE SOIL EROSION DOES NOT OCCUR. MEASURES SHALL INCLUDE HAY BALE DIKES ALONG HE PERIMETER OF CUTS AND FILLS, MULCHING, AND PLANTING OF DISTURBED AREAS AS SOON AS PRACTICABLE. 6. AT HE END OF CONSTRUCTION HE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS AND SURPLUS MATERIALS FROM THE SITE. A THOROUGH INSPECTION OF THE WORK PERIMETER IS TO ....................... ............... O'N JfA Y BE MADE AND ALL DISCARDED MATERIALS, BLOWN OR WATER CARRIED DEBRIS, SHALL BE COLLECTED AND REMOVED. co (PRIVATE 60• W/DE) 7. AT HE END OF CONSTRUCTION, AFTER ALL DISTURBED AREAS ' HAVE BEEN STABILIZED, HE CONTRACTOR SHALL CLEAN THE INFINIUM SOFTWARE SUMPS OF ALL CATCH BASINS AND HE INVERTS OF ALL DRAIN 8. THE LOCATION OF UNDERGROUND UTILITIES AS REPRESENTED ON THESE PLANS IS BASED UPON PLANS AND INFORMATION PROVIDED HEADQUARTERS BY THE RESPECTIVE UTILITY COMPANIES OR MUNICIPAL DEPARTMENTS SUPPLEMENTED BY FIELD IDENTIFICATION WHEREVER POSSIBLE. NO WARRANTY IS MADE AS TO THE ACCURACY OF THESE LOCATIONS OR THAT ALL UNDERGROUND UTILITIES ARE SHOWN. THE CONTRACTOR IS TO CONTACT DIG SAFE AT LEAST 72 25 Communications Way HOURS PRIOR THE S1 800-3 20 4844 CONSTRUCTION. DIG SAFE TELEPHONE NUMBER S _ Hyannis, MA 02601 9. HE CONTRACTOR IS TO VERIFY THE LOCATION, SIZE, AND DEPTH OF EXISTING UTILITIES PRIOR TO TAPPING INTO , CROSSING OR 508-778-2000 EXTENDING HEM. IF HE PROPOSED WORK POSES A CONFLICT WITH HE EXISTING UTILITIES, THE ENGINEER IS TO BE NOTIFIED PRIOR TO THE CONTRACTOR CONTINUING. 10. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS, DOOR LOCATIONS, AND ENTRY DETAILS. 11. REFER TO PLUMBING DRAWINGS FOR EXACT SIZE AND LOCATION OF WATER, ROOF DRAIN AND SANITARY SEWER CONNECTIONS. 0 12. REFER TO ELECTRICAL DRAWINGS FOR SITE LIGHTING CIRCUITS, FIXTURE DETAILS AND BUILDING CONNEC11ON LOCATIONS. ELECTRICAL CONTRACTOR SHALL CONFIRM THAT SITE LIGHTING LAYOUT WILL PROPERLY COVER PARKING LOT LIMITS AND NOT CAST GLARE UPON ADJOINING PROPERTIES. 13. ALL REINFORCED CONCRETE PIPE IS TO BE CLASS III. ALL PVC SANITARY SEWER IS TO BE SDR 35 NH RUBBER RING JOINTS. ALL PVC STORM DRAIN (PERFORATED AND SOLID) SHALL BE SDR 35, ADS TYPE N12 POLYETHYLENE PIPE OR APPROVED EQUAL; EXCEPT FOR THE ROOF DRAINS WHICH SHALL BE DUCTILE IRON. WATER MAIN IS TO BE CLASS 52 CEMENT SEPTIC !RECORD) DRAIN EASEM LINED DUCTILE IRON. h ENT ' 1. 14. WALKS SHALL BE OF 4" HICK PORTLAND CEMENT AND SHALL BE DRAIN CONSTRUCTED ON 6" OF COMPACTED BANK RUN GRAVEL. ❑CB EASEMENT CONCRETE FOR WALKS SHALL HAVE A MINIMUM 28 DAY �s J COMPRESSION STRENGTH OF 4,000 PSI. WALKS SHALL BE REINFORCED WITH WWM 6X6 #10/10, CONFORMING TO ASTM A184. b 15. HE TOWN OF BARNSTABLE DEPARTMENT OF PUBLIC WORKS IS TO BE h NOTIFIED PRIOR TO THE START OF ANY WORK ON INDEPENDENCE DRIVE. 4 16. THE TOWN OF BARNSTABLE WATER & SEWER DEPARTMENT IS TO BE BERM o wG NOTIFIED PRIOR TO THE START OF ANY WORK ON THEIR SERVICES. alr CQNC M CB 17. NO LEDGE, BOULDERS, OR OTHER UNYIELDING MATERIALS ARE TO CB CIRB76.49 B=7�B3 BE LEFT WITHIN 6" OF HE WATER AND SEWER IN THE TRENCH, C OR=75.68 B=68.3 n NOR ARE THEY TO BE USED FOR BACKFILL FOR HE FIRST 12" BERM 0 B=67.5 CC o ABOVE THE SERVICES. MH Cc CB CpNC SLOptE PA ST MH VR=76,91 CB 18. STANDARD PAVEMENT AREAS SHALL HAVE 12 INCHES OF GOOD, R=74.01 TO CATC1i BASS o PI 8=68. 8=65.2 - CLEAN BANK-RUN GRAVEL, CONFORMING TO MDPW M1.03.1, WITH CONC wAtER-� NO STONES LARGER THAN 3 IN DIAMETER AND SHALL BE PLACED CB YD (� AND ROLLED WITH AT LEAST A TEN TON ROLLER. THE SURFACES SHALL BE WET DURING ROLLING TO BIND THE MATERIAL. ALL STONES OF 4" DIAMETER OR LARGER SHALL BE REMOVED FROM _ 11 HE SUB-BASE PRIOR TO PLACING BASE MATERIAL. LEACHING A� 1�00� 72.40 U i STY R=7130 �C( 1�6810 19. STANDARD PAVEMENT AREAS SHALL BE PAVED TO A THICKNESS OF R�jO'00 L 6660 " S= NC 12" 01 3" MEASURED AFTER COMPACTION, WITH A 1 1/2 " BINDER COURSE Ls65.00 SMH AND 1 1/2" TOP COURSE OF CLASS I BITUMINOUS CONCRETE DETAIL T R61,67 ` CO 5-0.02091, PAVEMENT, TYPE 1-1. LEACHING PI C.WNECT EASTIOTA CB v GRATE �- 20. HEAVY DUTY PAVEMENT AREAS SHALL HAVE 12" OF GOOD CLEAN R 64.00 A4,16 B C RoofDRNN O pETAIL B 1- 163 i.55 BANK-RUN GRAVEL CONFORMING TO MDPW SPECIFICATION ST f=67 1200 2 STORY BRCK M1.03.1, WITH NO STONES LARGER THAN 3" IN DIAMETER AND OaMtj NE NE AND SHALL ROLLERBE THECED SURFACES ACES AND OSHAELDL NTH BE WET DURING NG ROLLING AT LEAST A TEN OTO �ORES TO BU�ING HY BIND HE MATERIAL. ALL STONES OF 4" DIAMETER OR LARGER LOT 1LpING• PROPO,SD SHALL BE REMOVED FROM THE SUB-BASE PRIOR TO PLACING BASE 270,173t S.F. 12" PVC MANSION ANSION MATERIAL. OR f PVC _ RM 9�600 SF _76.55 21. HEAVY DUTY PAVEMENT SHALL BE PAVED TO A THICKNESS OF 4" 6.202f AC. 6! vc ?) FLOOR ELEV 55 GG Pvc ( o ST =66. O MEASURED AFTER COMPACTING, WITH A 2 1/2- BINDER COURSE 6 c FLOOR ELEV AND A 1 1/2" TOP COURSE OF CLASS I BITUMINOUS CONCRETE 5-630000 A � BASE PAVEMENT, TYPE 1-1. o 1 � g3.45 co 22. THE AGGREGATE SHALL BE COMPOSED, MIXED AND LAID HOT IN O [Dri /N TWO COURSES AS SPECIFIED IN THE "COMMONWEALTH OF TRA s DRAIN MASSACHUSETTS STANDARD SPECIFICATIONS FOR HIGHWAY AND 6.S Pv� ( ) Co EASEMENT �o,000 GQ ' EASEMENT BRIDGES", 1988 EDITION SECTION 460 FOR CLASS I BITUMINOUS 1�63.00 o �, CONCRETE PAVEMENT, ASS SPECIFICALLY SET FORTH IN SECTION 0 ¢ a Gw (J CB No. Date Revision 460.20 AND 460.82. 1��00O �` 0 gig12" PVC 6' CB 23. ANY EXISTING PAVEMENT REMOVED FOR UTILITY TRENCH �0,010 seal EXCAVATION WITHIN A PRIVATE OR PUBLIC WAY OR OTHERWISE SMH o•PI DAMAGED DURING CONSTRUCTION, SHALL BE REPLACED WITH A R=68,14 SMH 7,79 p TMH• FULL DEPTH OF PAVEMENT SECTION AS SHOWN ON THE TRENCH I=57.3 R=I=59,9.0 PATCHING DETAIL INDICATED HEREON. , ■BM 24. EROSION CONTROL GRASS MIXTURE (SIDE SLOPE GREATER THAN 4 ~ EDWARD HORIZONTAL TO 1 VERTICAL) FOLLOWING COMPLETION OF �Narr siotRL GRADING. THE FOLLOWING SEED MIX SHALL BE APPLIED: a BM , TYPE OF SEED % BY WEIGHT (PR/VA 7f 100 WIDE) DRI V E c CREEPING RED FESCUE 30 TALL FESCUE 30 Drawing Title WHITE DUTCH CLOVER 30 RED TOP 10 t• . SEED AT THE RATE OF 2#/2,000 SF R 6534 USE THE ABOVE MIX AT HE RATE OF 50#/ACRE AND I=S£AL£D WITH 1/2 BUSHEL/ACRE OF WINTER RYE 25. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED WITH A MINIMUM OF 4" OF TOP SOIL SPREAD EVENLY THROUGHOUT. PROVIDE EROSION CONTROL MEASURES AS NECESSARY TO PROVIDE SLOPE STABILITY UNTIL VEGETATION IS ESTABLISHED. 26. ALL STUMPS, TOP SOIL, SUB SOIL AND OTHER DELETERIOUS UTILITIES (Xr MATERIALS ARE TO BE REMOVED FROM THE PROPOSED BUILDING AND PAVING AREAS. 27. CONTRACTOR SHALL REVIEW SITE BORING RESULTS AS PROVIDED CONSTRUCTION BY INFINIUM SOFTWARE. PROPERTY OWNER: CONTRACTOR: NOTES INDEPENDENCE PARK ASSOCIATES KAY CONSTRUCTION CORP REALTY TRUST 815 E 5TH STREET (PO BOX 67) 815 E 5TH STREET SOUTH BOSTON, MASSACHUSETTS SOUTH BOSTON, MASSACHUSETTS TELE NO.: (617) 269-8690 TELE NO.: (617) 269-8690 DRAWING TITLE: PROJECT TITLE: ENGINEERING DESIGN CONSULTANTS, INC. SHALL 25 COMMUNICATIONS WAY NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR PROCEDURES UTILITIES PLAN UTILIZED BY THE CONTRACTOR, NOR FOR THE rEDWARD ' H YAN N I S, MASSACHUSETTS Project No. Drawing No. SAFETY OF PUBLIC OR CONTRACTORS EMPLOYEES; INF-9712 OR FOR THE FAILURE OF THE CONTRACTOR TO a� GZ0RQ - ASSESSORS MAP 314 PARCEL NO. 005COPYRIGHT (C) BY ENGINEERING DESIGN CONSULTANTS, INC. CARRY OUT THE WORK IN ACCORDANCE WITH 2 5 4 98 ISSUED FOR BLDG. PERMIT (NO CHANGE) PSB GES GES g , • N Date THE CONTRACT DOCUMENTS. ,� 1b104 't PREPARED FOR: PREPARED BY: January 29, 1998 ALL RIGHTS RESERVED 1 2/17/98 RE-ISSUED FOR SITE PLAN REVIEW PSB GES GES INFINIUM SOFTWARE ENGINEERING DESIGN CONSULTANTS, INC. scale ENGINEERING DESIGN CONSULTANTS, INC.'S 0 1/29/98 ISSUED FOR SITE PLAN REVIEW PSB GES GES .�aosn �``rr 30 TED LANE NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC LIABILITY FOR THIS PLAN IS LIMITED TO THE SCALE: DATE: SHEET: PLAN NO.: By MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION of ENGINEERING DESIGN CONSULTANTS, INC. ANY EXTENT OF ITS FEE LESS THIRD PARTY COSTS. R]EV. MADE CHKD APPD s SOUTHBOROUGH, MASSACHUSETTS �e� BY Checked MODIFICATIONS TO THIS DOCUMENT "THOUT THE WRITTEN PERMISSION ENGINEERING DESIGN CONSULTANTS, INC. SHALL RENDER THEM INVALID AND UNUSABLE. DATE REVISION BY BY BY 1" = 40' JAN 29, 1998 3 OF4 214SP1 TELE NO.: (508) 480-0225 FAX No.:(508) 485-1937 psB c>is I fNF-A3 ©Copyright Spalding Tousias Architects, Inc. 1997 4 SPALDING TOUGIAS ARCHITECTS ', Inoorporatcd STA 12 Farnsworth Street Boston, MA 02210 617 542 4522 tel 617 542 1432 fax eta-inc.com e-mail ..... 01V Y ffA CA TI co (PRIVA TE " 60' WDE) INFINIUM SOFTWARE HEADQUARTERS LP LA ED - 25 Communications Way LP y H annis, MA 02601 508-778-2000 LA D DRAIN` EASEMENT f EDRAIN ASEMENT LANDSCAPED LP LP LP LP BERM 0 BIT CQNC L PCD cc CC CQNC C LP LP S, S S Rp.00TA� CQNC 0 S S S u� LANDSCAPED .YY IRM LINE �� LANDSCAPED PROPO L'SCAPED P 1 STY FIT CQNC q a � p Cc tv V 2 STORY BRICK O NG OPoSED B I LOT 1 PRSIoN 270,173f S.F. W©ODED OR B RM 91600 5F 6.202t Ac. O j)CCK VXECK C3 DRA N DRAIN l EASEMENT o s EASEMENT / WOODED 0 S PROPOSED TREE LINE u 4 UP 4 UP No. Date Revision DRIVE (PRI VA TE -- 100' W/DE) Seal EI ARD- ifs. MOM Drawing Title LANDSCAPE & LIGHTING PLAN PROPERTY OWNER: CONTRACTOR: INDEPENDENCE PARK ASSOCIATES KAY CONSTRUCTION CORP REALTY TRUST 815 E 5TH STREET (PO BOX 67) 815 E 5TH STREET SOUTH BOSTON, MASSACHUSETTS SOUTH BOSTON, MASSACHUSETTS TELE NO.: (617) 269-8690 TELE NO.: (617) 269-8690 DRAWING TITLE: PROJECT TIRE: 25 COMMUNICATIONS WAY of LANDSCAPE AND LIGHTING PLAN HYANNIS, MASSACHUSETTS project No. Drawing No. GW RU MF-9712 2 5/4/98 ISSUED FOR BLDG. PERMIT (NO CHANGE) PSB GES GES Date ASSESSORS MAP 314 PARCEL N0. 005 Date PREPARED FOR: PREPARED BY: January 29, 1998 1 2/17/98 RE—ISSUED FOR SITE PLAN REVIEW PSB GES GES , �Na 16106 INFINIUM SOFTWARE ENGINEERING DESIGN CONSULTANTS INC ` FQJSTtR t Scale 1 2/17/98 ISSUED FOR SITE PLAN REVIEW PSB GES GES �s,� 30 TED LANE 1" = 40- SCALE: DATE: SHEET: PLAN NO.: Drawn By Checked B7 REV. MADE CHKD APPD ,� SOUTHBOROUGH, MASSACHUSETTS NO DATE REVISION BY BY BY 1 = 40 JAN 29, 1998 4 OF 4 214SP1 TELE NO.: (508) 480-0225 FAX No.:(508) 485-1937 I i INF-A3 ©Copyright Spalding Tougias Architects, Inc. 1997 SPALDING TOUGIAS ARCHITECTS NOTES Iaoorpora�te3d 1 ) EXISTING CONDITIONS SHOWN PER FIELD SURVEY PERFORMED BY H & R SURVEY ON 1 /19-20/1998. STA 2) ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL 12 Farnsworth Street DATUM OF 1929. BENCHMARK USED CROSS CUT ON Boston, NA 02210 HYDRANT FLANGE BOLT, ELEV = 51.73 (AS SHOWN ON 617 542 1432 fax REFERENCE No. 2) eta-inc.com a-mail N 3) UNDERGROUND UTILITIES WERE COMPILED FROM AVAILABLE RECORD PLANS OF UTILITY COMPANIES AND PUBLIC AGENCIES AND ARE APPROXIMATE ONLY. TI01V BEFORE DESIGN AND CONSTRUCTION CALL "DIG SAFE" 1 -800-322-4844. SOME DATA IS CONFLICTING 50, ODE) AND CAN ONLY BE VERIFIED BY EXCAVATION.IO WA (PRI VA UIVICA N 82•06 43" E 336.01' - EASEMEN r ._.- 25' SLOPE - - - N INIUM SOFT�!TARE - - - - - - 81. HEADQUARTERS 7a 25 Communications Way CB LOT 2 Hyannis, MA 02601 CB w 508-778-2000 00 cD p • t,,i LO 1 01 CB 270,173f S.F. rn OR 6. 0 C. 79.53 z CB 00 ❑ C5� 1 •� CB SEPTIC IREC�RD� DRAIN n EASEMENT VENT T&.aa I DRAIN A -; E a CB EASEMENT b N 82 06 43 L 4. 8s.14 CB 27 849 4- 3 37' 84.53 84 3 � �• 4.22 3,25 8?71 A 77.28 7'11 \ try A 77,35 77,38 772 \ 81.73 BI f C� 93,75 \ 8239 CC 83 3 27 32 WG 76. 8 b �/ BERM aQ.o3 x a1,57 - BENCHMARK 6. 4 C 76.59 7818 61 80,68 \ '� � LA wN x 3,86 2.95 7a.99 82.4 e4, s TOP OF NAIL 75.74 `+a� 1. � 7 ,8 BIT CONC \ 49 76,71 /T1 \ \ \ 6\ 'S' �--- - �� ---- 77x42 w �..- ELEV = 84.01 / x 75,8 76.57 CB B 8" 7"7 7 .24- SR=76. 9 � / 75..43 C ANDSCAPED 75 Q 76 j� 8B-68,3 \ 78. 8 =7 '8 6 '` __�2� 32 / ^ 81. 9 l� '$ 7s.3,7 - 3 R5.68 76.22 76,59 7.5 CC / 87�.--� \ 574.89 96 - 5.BS�- BE 75.52 MH 75,9 a S 76.5, CB 72 4 8,7 CONC x L 0�° -\ 7 5.66 CC76,38 i6. s /ii x 92.72�62 5.78 74,74 74.56 CB \5.17 oy 7522 7:- IV B=68,6 7913 � / 81.06 O LEGEND `� � '4.3 74x26 x74,32 R=74.01 74.52 75Q• WATER L� P S S �° \ 8 LP / S, .21 .2 B BOTTOM ` �Q� 76 -�5 =65.2 CONC 75 6 LANDSCAPED76.3 76.23 T6,54 S S x 78.85/ x 79,26 BERM BITUMINOUS CONCRETE BERM �� -GG� =73.06 x HYD LANDSCAPED 595/ 76.32 9 76� ,, 7�74 9,35 7 7 � \\�\ \� � / 86 73,24 ---_ 74,51 x x L' PED 76. 4. 78,36 t BIT CONIC BITUMINOUS CONCRETE 734s �4.32 74,8 2 'Ss2 x `Q CB CATCH BASIN \ �217291� 73.39 STM ALE FL�65 7 . 4 �5 �.` x ? / 80. 8 8 ¢ CC CONCRETE CURB \) \ 726 ¢� ✓C 77< �� 79 .\ \ \ CP `S` \\ 53 x J/� 79,4kQ )3 0\ I \� -' �� 78 REFERENCES i 72.71 72.18 72.31 76. 74.9 x �� _ \ \\ CMP CORRUGATED METAL PIPE SMH \�9 74,56 -�,\ \ \ \ \6�� --- Jl�r�. '� 1 ) "LOT LAYOUT PLAN COMMUNICATION WAY R=67.74 U { CONC CONCRETE I=6.�.. \\ x BIT CONCt pNC DOd�55L 7 s` \3\ \� 7s x \ x , �\ -.�i � 71.8- 722 ELEV - PIV �~ \ \ \\ \ \�\a'6. / 84.4.5 `� \_ �- BARNSTABLE, MA, BY CIVIL DESIGNS, INC., EFT ELECTRIC, FIRE, TELEPHONE 66, ' \ T2 R6795 12' cMP Hvac 4.15 \ \ ,� `6 � ✓ 84 a , DATED 1 /6/1986. GR GUARD RAIL 1 \ Iz C 2.24 \� „ GW GUY WIRE s _ j 4 85--- 72.46 72.53 2 $10RY BRICK 72.Is x \ \ \ \ 791\ - 71 / O ) I 84 - 71:..9 1 \ \ Q �, 0 2 DIMENSIONING AND UTILITIES PLAN, PROPOSED HVAC HEATING, VENTILATION, AIR CONDITIONING x4{� 7234� / , BACK x�� 74,34/ �6•g3 \ \\ �� \ FACILITY FOR FIBRONICS, INTERNATIONAL, INC.," HYD HYDRANT 6725 .�`� 69,7 x76.96 < 7267 / \ 78 7 *� 76. I INVERT 6 16 k2.1 09 %a 7R� \ ( 7645 BY CIVIL DESIGNS, INC., DATED 1 /9/1986. 25 COMMUNICATION WAY ,`�?51 � ODED a° IP7. 72.38 # 1.. / x 704 f L SCAPED LANDSCAPED M '7 .Iq T x 76,68 \\ `�3 'j ` 76,3s LP LIGHT POLE BER � � ILL '�[; �65 \ /' r` ` x z77s'� x 91 \ \ 7 67 �1 M H MANHOLE C DOOR S .,- ,-6.sa = I A I` 2. 2 / ELEV = 76.99 57 S1 .11� % 78,15 ~ �, �� .� \ \l 75,46 0H OVERHANG - 76.00 x 2 `� �` x --- - 7 . 1 ' PIV POST INDICATOR VALVE ` ati _ VC T3 - -- _-_ 71 �6s �,\ �64 R RIM 70.9 + n o _ 76,U 5 T8- E 7Et» 7 9-98 8 0 7a x s 77 7553 , ./ I/ 7503 --- 4 _ ,5 q>1 71.3x __.-, 75.36 J 1.-72--- ' �- , O - � \\�'.- �`- 5 x V A, 68x 74. 7163 DRAIN S SIGN 71. x 75, sr� r _ _ T SMH SEWER MANHOLE 6 1 7 ?51s 7 .a 7 6, ', ' � 80: � ` `�'`� �---� 7 4j 754s EA �a l� 74,4r� 74, 1 \ --_ i - 8 6.117- �� x 9-p 9g WOODED�� ---I/ �-- - _\ 2 7s s2 _ x 7 _ '`� g� EASEMENT ' TRANS TRANSFORMER 1�`` -- - \ x _ ' \ \ \ >9T - �i f x- _� 00 O/ C, 74,21 74.13 UP UTILITY POLE 6902 - - _ �\ \fib �S \ _� _ - , x , 7szs CB 031 -NSF. 69c'8 \ \ o \ . -- rb` 78. '71L' p 3:34 --R= -00� 74.573.53 k 69,53 -�68.4}-' o \ L"-L7 - UP WG WATER GATE 5 6e.4 / \ \� \\ �s `- _ 78�� , a _ -- U i 7502 --'sU� 7s43' 74,64. x>4.ss OVERHEAD WIRE - SM x68,2 6 9 69.'89/ 731 , _ ��]C _. 74,72 6 6i % 74,38 / `� 4 9 7S �' I No. Date Revision HANDICAPPED PARKING R583 =59o8 x� � '6:ff0_ _ °73.64 �P \,7 74.85 74.74 ' ' 1.99 7''78 74,55 6a.os q 7 78 ' " w /70,74 71'99 x 74.96 66, t}. 49 4,� •r" _x 72.1T r\ 74.74 74,46 '66. 6 68.89 7095 � '+ 73. 8 74.35 J 73,96 Seal 430.11, 67 6 69.45 --- 74,78 74. 2 7,77 71.46, \ 72,23 -O UP 65�4 66.1.' � C x x 73,c8 6.35 67 70.39 71.99 (PRI VA TE _ 100' WIDE) DJ?I VE 73.�9 • 6.7,99 65 SMH R=65.34 Drawing Title I=SEALED '�� BENCHMARK TOP OF CONCRETE BOUND ELEV = 69.84 0 40 80 120 160 ft � SCALE: 1 " = 40' EXISTING CONDITIONS PLAN W. HINDS �o.3Q327 DRAWING TITLE: PROJECT TITLE: ENGINEERING DESIGN CONSULTANTS, INC. SHALL INDEPENDENCE DRIVE NOT BE RESPONSIBLE FOR CONSTRUCTION , EXISTING CONDITIONS PLAN MEANS, METHODS, TECHNIQUES, OR PROCEDURES �Ar Project No. Drawing No. UTILIZED BY THE CONTRACTOR, NOR FOR THE H YAN N I S, M ASSACH U SETTS SAFETY OF PUBLIC OR CONTRACTORS EMPLOYEES; KEVI . OR FOR THE FAILURE OF THE CONTRACTOR TO IV. (BARNSTABLE COUNTY) COPYRIGHT (C) BY ENGINEERING DESIGN CONSULTANTS, INC. CARRY OUT THE WORK IN ACCORDANCE WITH BSI os W Date THE CONTRACT DOCUMENTS. W0.3002T PREPARED FOR: PREPARED BY: ALL RIGHTS RESERVED ss��~ INFINIUM SOFTWARE ENGINEERING DESIGN CONSULTANTS, INC. Scale ENGINEERING DESIGN CONSULTANTS, INC.'S O 1 /29/98 ISSUED FOR SITE REVIEW MAP KWH KWH � � ��°� LIABILITY FOR THIS PLAN IS LIMITED TO THE 30 TED LANE NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC �. � SCALE: DATE: SHEET: PLAN No.: SOUTHBOROUGH, MASSACHUSETTS Draws By Checked By MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF ENGINEERING DESIGN CONSULTANTS, INC. ANY EXTENT OF ITS FEE LESS THIRD PARTY COSTS. REV. MADE CHKD APPD I MODIFICATIONS TO THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION ENGINEERING DESIGN CONSULTANTS, INC. SHALL RENDER THEM INVALID AND UNUSABLE. NO DATE REVISION BY BY BY 1 " = 40' JAN 29, 1998 1 OF 1 1561TP1 TELE NO.: (508) 480-0225 FAX NO.:(508) 485-1937 W-A3 ®Copyright Spalding Tougias Architects, Inc. Ifff II i ,I f, = 2000' �MID CAPE. HIGHWAY GENERAL NOTES ------------ 1. THE SOIL CLASSIFICATION FOR THE LOCUS SITE IS GLOUCESTER: EXTREMELY STONY, LOAMY SAND (USDA, SCS). SOIL TESTING 9 LOCUS PERFORMED ON 11/26/85 THROUGHOUT THE PROJECT LOCUS SPALDING REVEALED 12' - 15' OF FINE - MEDIUM SAND WITH PERCOLATION RATES TOUGIAS 2 DRIVE BREAL OF 2 MINUTES PER INCH AND NO GROUNDWATER WAS ENCOUNTERED. ` A POND '?m ��,� x " 2. LOCUS SITE IS NOT LOCATED WITHIN AN HISTORICAL DISTRICT. ARCHITECTS Iricorporated FLINTROCK POND 3. THE LOCUS SITE IS LOCATED ENTIRELY WITHIN THE WP ZONE:i WELLHEAD PROTECTION DISTRICT AREA. 50% LOT COVERAGE IS QwQ PERMITTED WITH RECHARGE OF IMPERVIOUS SURFACE AREAS. 4. THE LOCUS SITE IS NOT LOCATED WITHIN A STA FLOOD AREA REGULATED BY SECTION 3-5.1. 12 Farnsworth Street 5. THE LOCUS SITE IS NOT LOCATED WITHIN AN AREA OF CRITICAL Boston, MA 02210 OF ENVIRONMENTAL CONCERN AS DESIGNATED BY THE COMMONWEALTH 617 542 4522 tel MASSACHUSETTS, EOEA 617 542 1432 fax 11po MARY DUN N 6. THE LOCUS SITE DOES NOT CONTAIN NOR DOES IT LIE WITHIN 100 sta-inc.com a-mail lF POND FEET OF A WETLAND OR WATERBODY. /32 AIRPORT 7. THE LOCUS SITE IS LOCATED WITHIN THE INDEPENDENCE PARK INDUSTRIAL COMPLEX. ALL ABUTTING PROPERTIES ARE ZONED INDUSTRIAL. LOCUS 01v TI co _ 60' WIDE (PRIVATE _ NOTES: N82 6 0 3'E 3 INFINIUM SOFTWARE ZONING LEGEND: DISTRICT - INDUSTRIAL HEADQUARTERS CRITERION REQUIRED EXISTING PROPOSED MIN. LOT AREA 90,000 SF 270,173f SF 270,173f SF 25 Communications Way LOT FRONTAGE 20' - 509.34' 509.34' - - Hyannis , MA 02601 FRONT YARD 50' 62.06' 62.06' 508-778-2000 SIDE YARD 30' 68.60' 30.70' REAR YARD 30' 384.85' 384.85' rn BUILDING HEIGHT 30' MAXIMUM 2-STORY OFFICE 2-STORY EXPANSION w v o Ln BUILDING AREA 25% MAXIMUM 100,000±SF 109,600±SF o W MAX. IMPERVIOUS COVERAGE 50% 40.957. (122,823t SF) 46.72% (126,217t SF) MIN. OPEN SPACE 50% 54.54% (147,350t SF) 53.28% (143,956t SF) Z 0 PARKING CLASSIFICATION INDUSTRIAL: 1/700 SF INDUSTRIAL: 0 SF INDUSTRIAL: 0 SF 0 WAREHOUSE: 1/700 SF WAREHOUSE: 0 SF WAREHOUSE: 0 SF J� .fl OFFICE: 1/300 SF OFFICE: 50,000 SF OFFICE: 59,600 SF P .P PARKING ALLOCATION 231 SPACES 231 SPACES (199 REQ.) HANDICAP PARKING 7 SPACES 7 SPACES ORA IN EASEMENT ` ti --.. DRAIN EASEMENT N82'06'438E 337,27' BIT C17NC LEGEND cc BIT CONC BITUMINOUS CONCRETE END EXIST CONC C C do BERM ° f�IATCH EXIST CONC UftB �awN CB CATCHBASIN BIT CONC CB/PLUG CONCRETE BOUND/PLUG DMH DRAIN MANHOLE O EFT ELECTRIC, FIRE ALARM, TELEPHONE BERM ��, nNc EMH ELECTRIC MANHOLE ccGC �` Z GG GASNGATE ITE CURB �'w. few CH EXIST eTCONC CURB S s s s S y HYD HYDRANT No�moo_ cpNc °s ca v- INV INVERT R.3d o LP LIGHT POLE I MH MANHOLE s ' Sv JQ PVC POLY—VINYL—CHLORIDE RCP REINFORCED CONCRETE PIPE ouco c FITS S SIGN r' o SB/DH STONE BOUND/DRILLHOLE cc SMH SEWER MANHOLE $lilac TMH TELEPHONE MANHOLE G STORY TRANS TRANSFORMER OSED BVII,DIN WG WATER GATE W WATER LINE LOT 1 pROP 8VANSION 270,173f S.F. SF +3 BOORING #3 OR M 9600 O 6 TEST PIT #6 6.202t Ac. a; \Ic5 WETLAND FLAG ECB EROSION CONTROL BARRIER o o ` --- VGC VERTICAL GRANITE CURB VOW �sT 170WA CC CONCRETE CURB °ua1 �� '70� ❑ IN g�tDING DRAIN HCC HAUNCHED CONCRETE CURB �os>`n 'EASEMEN,,j� °S EASEMENT ' SWSL SINGLE WHITE SOLID LINE °E ` o SWBL SINGLE WHITE BROKEN LINE MST DES 3e G No. Date Revision SB SPEED BUMP L=283,3 CCB CAPE COD BERM R=4068,00 N Seal CONC CON GR E TE 226,00' COMP HYDRANTr'� EDWARD TS TRANSITION STONE )*. HCR HANDICAPPED RAMP S84'49'46'w BM CS CURB STOP r _W430,110 VE g FD FOUNDATION DRAIN _ I0o' WIDE) DJ?I ID INTERCEPTOR DRAIN (PRIVATE PPVC PERFORATED POLY—VINYL—CHLORIDE DCB DOUBLE CATCH BASIN UD UNDERDRAIN Drawing Title CO CLEAN OUT DI DUCTILE IRON RD ROOF DRAIN FE FLARED END TD TRENCH DRAIN CW CROSSWALK V HANDICAP VAN SPACE HP HANDICAP SPACE ADDITION LAYOUT & PROPERTY OWNER: CONTRACTOR: MATERIALS PLAN INDEPENDENCE PARK ASSOCIATES KAY CONSTRUCTION CORP REALTY TRUST 815 E 5TH STREET (PO BOX 67) 815 E 5TH STREET SOUTH BOSTON, MASSACHUSETTS SOUTH BOSTON, MASSACHUSETTS TELE NO.: (617) 269-8690 TELE NO.: (617) 269-8690 DRAWING TITLE: PROJECT TITLE: ENGINEERING DESIGN CONSULTANTS, INC. SHALL 25 COMMUNICATIONS WAY NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, LAYOUT AND MATERIALS PLAN Project No. Drawing No. UTIL ZED BYHHE CONTRACTOR, PROCEDURES NOR FOR HE �t� H YAN N I S, MASSACHUSETTS UM-9712 SAFETY OF PUBLIC OR CONTRACTORS EMPLOYEES; GEOR" OR FOR HE FAILURE OF HE CONTRACTOR TO EDWMD ASSESSORS MAP 314 PARCEL NO. 005 Date H WIH CARRY OUT E WORK IN ACCORDANCE 2 5/4/98 ISSUED FOR BLDG. PERMIT NO CHANGE) PSB GES GES ,anus" 29, 1998 COPYRIGHT (C) BY ENGINEERING DESIGN CONSULTANTS, INC. THE CONTRACT DOCUMENTS. iro�106 PREPARED FOR: PREPARED BY: 1 2 17 98 RE—ISSUED FOR SITE PLAN REVIEW PSB GES GES , �E P�° a ALL RIGHTS RESERVED / / Q►sn sale INFINIUM SOFTWARE ENGINEERING DESIGN CONSULTANTS, INC. o ENGINEERING DESIGN CONSULTANTS, INC.'S 0 1/29/98 ISSUED FOR SITE PLAN REVIEW PSB GES GES 30 TED LANE 1- = 40• NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS. ELECTRONIC LIABILITY FOR THIS PLAN IS LIMITED TO HE SCALE: DATE: SHEET: PLAN NO.: SOUTHBOROUGH, MASSACHUSETTS By MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF ENGINEERING DESIGN CONSULTANTS, INC. ANY EXTENT OF ITS FEE LESS THIRD PARTY COSTS. FN . MADE ICHKD APPD Drava s� Checked MODIFICATIONS TO THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION ENGINEERING DESIGN CONSULTANTS, INC. SHALL RENDER THEM INVALID AND UNUSABLE DATE REVISION BY BY BY 1" = 40' JAN 29. 1998 1 OF 4 214SP1 TELE NO.: (508) 480-0225 FAX NO.:(508) 485-1937 PSB GES INF-A3 ©Copyright Spalding Toutias Architects, Inc. 1997 J I i I x t•-� Y „•.•..•:.., �„�;►: NOTE ' �cnt x is A Lr�[L PLANE X FLAT TOP ALTERNATE REQUIRED .. FOR SHALLOW STRUCTURES. .4.r ' 6" , FINISH GRADE 6"x 6"W1.4xW1.4 l wAlx sfn[R BRISTLE-BROOM FINISH 5 WIDTH VARIES WELDED WIRE MESH TOP COURSE 1-0 SPALDING -� /// MEASUREMENT OF -"� - I R 6"x 6" W 1.4 X W 1.4 4" CONCRETE SLAB III=III=111111 er "�.''' , • ' CURB RAMP SLOPES FIN. GRADE 6 CONCRETE SLAB BINDER COURSE TOUGIAS -M1 ' TOP COURSE SCALE • y ARCHITECTS _ hdl �'•► No 6" WELDED WIRE MESH " 1 �•• o• o . o 'o � _- �tl3 r x Is toss TMAN le iNa+cs, •� BINDER COURSE I FINISH GRADE o0 0 " o o p THEN a � PROCESSED GRAVEL BASE .; LEBARON LKI10 FRAME AND COVER �' • -GRAVEL ,�, 6:.•, cso.rr �' ;.A oo" - p sor sNAu NOT EXCEED taz ° 8 COMPACTED I I •i Ill .. c o .. o, o O . i7a a .o ... :o �:a ' v eQ au v ; A. #4 RE- BAR PROCESSED GRAVEL o:Qo ,t III=Ill=111= I11�11- :?e' N Incorporated CONTINUOUS BASE 'O^ `'' `�'Os`�'�m COMPACTED BIT. CONC.BERM Nal-wwoNc SURFACE CONCRETE COLLAR SET FRAME IN FULL m „ uu u _ - SUBGRADE s'0 PROCESSED GRAVEL BASE•`' x x Q � I MORTAR BED AND CONC. COLLAR. 6 SCREENED GRAVEL COMPACTED SUBGRADE o o: ,.c�..c,00t "•ct:�jo•'•: A v SLOPE j'�� ' •": 8a -:T I �11-I1�11%111 GROOVED TOP RING 4,. 8N �K-COMPACTED SUBGRADE - (.. ,:u PAD MAX mar ALTERNATE REQUIRED E COMPACTED SUBGRADE /e r wAx\ I;� \ FLAT TOP AL Qu CEMENT CONCRETE DUMPST R _ ECCENTRIC CONE SECTION I.''. A- FOR SHALLOW STRUCTURES. 1/4" EXPANSION JOINTS 15 O.C. CEMENT CONCRETE WALK B Farnsworth Street -F (SEE ABOVE) NOT TO SCALE NOT TO SCALE :.. • Boston, MA 2 1 ' 12" -�' STEEL REINFORCING TO MEET VERTICAL CONCRETE CURB CAPE COD BERM 1p 617 542 1432 tel FLARED SIDES RETURNED CURB 617 542 1432 fax �•` A.S.T.M. AND A.A.S.H.T,O. NOT TO SCALE No scAlc .'; •� SPECIFICATIONS FOR H-20 NOT TO SCALE N eta-ine.com a-mail MORTAR ALL JOINTS LoaolNc HANDICAP RAMP DETAIL 5 �; •I STANDARD BARREL SECTION waR orrrC7Aau.AAMYI_7 soli Cavan p N07 ro SCAT! RA!=p 7R1MU1CD DCLrS.IM A DA„[TQ �MQ.MK..■l A NOO.f 0 MQNK OF ■l AL A Cd..A00 94 LL C Mt*V 7 Mol1iK Lb M.AMe 9WL COn .W vauur►nN Amwn.o arrAa,O"QI 5 MIN. uan-ow-awi a owc-or-ua"L MONOLITHIC BASE SECTION 4'-0" r.1- DIA. OUTSIDE PIPE i DIMENS"S PLUS 2 CLEARANCE G F�Z- 01V Tff A 8"SCREENED •''o a`'a:. GRAVEL p ,b•: .:, TI co60' WDE) �U DISTURBED/ SOIL OR LEDGE ` (PR INFINIUM SOFTWARE PRECAST CONCRETE DRAIN MANHOLE NOT TO SCALE HEADQUARTERS LEBARON LF248.2 CATCH BASIN FRAME BRICKS MAYBE USED FOR GRADE AND,GRATE OR AS 25 Communications Way FIR TO BE SET I F-SESF FULL THE FEUD BY DPW THE _ 1 MA 02601 BED OF MORTAR a WEEPHOLES TO HAZE 14MF-SH GALV. Hyannis CONCRETE �, 24• WIRE,23 GAUGE FASTENED To WALL �NF�LTRAT�R COLLAR. ''NQ CRUSAND HED STONE CKFILLED WITH 2C.F. OF 508-778-2000 a� O . OPENING f z►= Chamber - (n •'' FLAT TCP ALTERNATE REQUIRED H :• 8"MIN. FOR SHALLOW STRUCTURES. Standard Model 'L oo 48"OfA (SEE ABOVE) LP v U_ CLEAR _ >-_I NORMAL WATER OUTSIDE PIPE OIAMETER co or - PLUS 2"CLEARANCE LP 30■■ LEBARON L202 HOOD OR EQUAL REINFORCED CONCRETE ' MORTAR SECTIONS TO BE DESIGNED ALL SUI`A p . FOR MIN. H-20 LOADING. JOINTS won COPOCAY wcxmAToa• •. Criombac ono end pate. !y 5" MIN. 5" MIN. 8"SCREENED n a�a - _ -� Ir T li a �,_.._•. GRAVEL - .,:8 ao�, CEMENT CONCRETE BASE UNIT ,off-. e,o - --- - UNDISTURBED e Ir'=1I A ?r 3C EARTH OR LEDGE 1 Schematic of Single Layer Systemptic CREC�pD) ORAIN� PRECAST CONCRETE CATCH BASIN ....,A.,� o __ -- -:- a o DRAIN WITH GAS TRAP .� b LP 0CB EASEMENT N 0 F To SCALE �- 4 croa,ar Top Pipe o,It no,co,0 L P ti 1\ o•Arer,s Rot'69.97 LP CATCH BASIN CASTING & COVER --Sot. Stone FINISH GRADE \ = �� h LP \ ../r•-r• ucca•rwr AOrAAIr C-AC •sr '' ! 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L/� WAING P1T / - \ . 2.40 w 1 STY LB 72.30 t� oo tsco.�va 59, J wOK:All softArf+7t u0w OK*ArAnPC+WfrKCV✓KRD If. W R� \/ R� Xi tP ii�4• a-ll�iu�u c.lu�ln' uyl lr=±us 1� Istn�lll�u ro A v-4..o•,s:sa.K,..°..orlw m sr, \*j� CB GRA \ I=67.60 68.10 8'-o"DIA.•' r.. _ R=70•00 \ �\ 1 1=66.10 72 5 7 ' x 1= INFILTRATOR 2 1>s65.00 SMH \ S= . x 12" DI DETAIL A R=67,7 / o 020 .. 1=61,6� �\ 5x $_ //may II/2 CRUSHED STONE - !1 72.5`�CO� `t LEADJING PIT /\ 2.65 �TM CB .7�\\\ CONNECTN I _acc- pETAIL 8 1=6 1. 5 _ i i�00 `, LEACHING PIT (DETAIL A) V0,4E ExisT \ =67. 2 STORY BRICK NTS N UNE ANO � /`~ � t� SIRUCNRES TO \ t Bl�11�� LOT BNIDING. t PROPOSED \ \ L \\ / \, r , 270,173f S.F. if PVC P 10 \ I t WANSION \\\ J / / FINISH GRADE CATCH BASIN CASTING do COVER OR If PVC I t n'600 5F 76.55 �- CoI-f.DD 6.202f Ac. sr p°�°°�trn) s a RM �� I ST FL0i70R ELEV=_66.55 s R { - Ze DIA. S=0.000 ELEV 1 \ / ( \ / 1 � � g ASE FLOOR � - \ ��/ 1 \ \\ \ \ \ / t j rEM -' 3. PRECAST CONC.DRYWELL O/ PEASTONE - -- "1 / / _ �� \ \ ` ` - - - (H-20 CONSTRUCTION) _ -1_ _ \ \ +. ' FILTER 6'S.�OOOTYP� \� \ \ `, - / ` 80-- _ 80- \ \ - --- \ \ / AlN I /o v/ DRAIN ' r = - `EA EtMEIy� EASEMENT 3 1 \ \ J �' �- p R 2^ _ , • .�c 12' Pr Jy -- _ 1 \ 5kl CB \ No. Date Revision � 1• 7�' C ..7 a G Ci Q .7 •Q,�• $:.0.� / ` r - �' I I / �- -_. - 'B Mt ii a ,C3 a C= o o c 2 4• PVC b� 7 l - _ - ` \0� \ \\ \ \ \ ` ` - _ - _ _ 1 - - - - _ / Seal - „ R=68.4_4 i V' 1� c a, to o a 'J•1l � I=57.3 - - R=67.78 JJ Mt C•-T• 4d ,G• •C= D C O a; G O • l�'a.'• `-'-. �, \ / 6J'! �- , GEORGE Ply q" �li�u=•ur=ulau u=7�t lr'+us 1� 1�111=111�1II E[IT/1t#J / \ / SMITH,.E2 8'-0"DIA:_ is , / / // l\ •pNo. 1810 V:e'CRUSHED STONE - \ \ (PRI VA TE 100 W/D ) DRIVE , LEACHING PIT (DETAIL B) Drawing Title NTS SMH R=65.34 I=SEALED FILTER FABRIC TO OVERLAP THE TRENCH AT CENTER. "PERF?IPE( OTED EL.VARIES) BASEMENT FLOOR GRADING & - "� DRAINAGE PLAN MIRAFI OR `••,.•. :ri:rY� PROPERTY OWNER: CONTRACTOR: EQUIVALENT •o' m . •. .••,•�... ;. . ��o FILTER FABRIC �'� °. : ;:':.•; c 3/4"-1-1/2" ,�, I- -; •' ;•''I=, _�� INDEPENDENCE PARK ASSOCIATES KAY CONSTRUCTION CORP WASHED D 6"MIN J REALTY TRUST 815 E 5TH STREET (PO BOX 67) FOUNDATION DRAIN DETAIL 815 E 5TH STREET SOUTH BOSTON, MASSACHUSETTS SOUTH BOSTON, MASSACHUSETTS TELE No.: (617) 269 8690 NOT TO SCALE TELE No.: (617) 269-8690 DRAWING TITLE: PROJECT TITLE: ENGINEERING DESIGN CONSULTANTS, INC. SHALL 25 COMMUNICATIONS WAY NOT BE RESPONSIBLE FOR CONSTRUCTION GRADING AND DRAINAGE PLAN MEANS, METHODS, TECHNIQUES, OR PROCEDURES H YAN N I S, MASSACHUSETTS UTILIZED BY THE CONTRACTOR, NOR FOR THE t* Project o. Drawing No. SAFETY OF PUBLIC OR CONTRACTORS EMPLOYEES; ark Gp� fxl+-9712 OR FOR THE FAILURE OF THE CONTRACTOR TO s DWARD ASSESSORS MAP 314 PARCEL N0. 005 DateU " COPYRIGHT (C) BY ENGINEERING DESIGN CONSULTANTS, INC. CARRY OUT THE WORK N ACCORDANCE WITH 2 5 4 98 ISSUED FOR BLDG. PERMIT (NO CHANGE) PSB GES GES 8 No.sh"TH, J PREPARED FOR: PREPARED BY: January 29, 1998 THE CONTRACT DOCUMENTS. 1 2/17/98 RE-ISSUED FOR SITE PLAN REVIEW PSB GES GES �9 °a4 INFINIUM SOFTWARE ENGINEERING DESIGN CONSULTANTS, INC. ALL RIGHTS RESERVED FG,Sa r s°''e ENGINEERING DESIGN CONSULTANTS, INC.'S 0 1/29/98 ISSUED FOR SITE PLAN REVIEW PSB GES GES �s 30 TED LANE '' = 40' NO PART OF THIS DOCUMENT MAY BE REPRODUCED. STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS. ELECTRONIC LIABILITY FOR THIS PLAN IS LIMITED TO THE SCALE: DATE: SHEET: PLAN NO.: MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERVNSE WITHOUT THE PRIOR WRITTEN PERMISSION of ENGINEERING DESIGN CONSULTANTS, INC. ANY EXTENT OF ITS FEE LESS THIRD PARTY COSTS. REV. Drawn By Checked By CHKD APPD SOUTHBOROUGH, MASSACHUSETTS O•N MODIFICATIONS TO THIS DOCUMENT WTHOUT THE WRITTEN PERMISSION ENGINEERING DESIGN CONSULTANTS, INC. SHALL RENDER THEM INVALID AND UNUSABLE. DATE REVISION 1 40 JAN 29, 1998 2 OF 4 214SP1 TELE No.: (508) 480-0225 FAX No.:(508) 485-1937 PSB GES BY BY BY " = ' IV INF-A3 ©Copyright Spalding Tougias Architects, Inc. 1997 CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL REPORT TO THE OWNER AND ENGINEER ANY SPALDING SIGNIFICANT VARIATIONS IN EXISTING SITE CONDITIONS FROM TOUGIAS THOSE SHOWN ON THESE PLANS. ANY PROPOSED REVISIONS TO THE WORK, IF REQUIRED BY THESE SITE CONDITIONS, SHALL NOT BE UNDERTAKEN UNTIL REVIEWED BY THE OWNER AND THE ARCHITECTS Iaoorporated 2. THE CONTRACTOR SHALL NOTIFY THE RELEVANT TOWN DEPARTMENTS AT LEAST 48 HOURS IN ADVANCE OF ANY REQUIRED INSPECTIONS. STA 3. IN ORDER TO PROTECT THE PUBLIC SAFETY DURING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR 12 Farnsworth Street INSTALLING AND MAINTAINING AT ALL TIMES NECESSARY SAFETY Boston, MA 02210 DEVICES AND PERSONNEL, WARNING LIGHTS, BARRICADES, AND 617 542 4522 tel POLICE DETAILS. 617 542 1432 fax 4. THE CONTRACTOR SHALL REGULARLY INSPECT THE PERIMETER OF sta-ino.com e-mail THE PROPERTY TO CLEAN UP AND REMOVE LOOSE CONSTRUCTION 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTITUTE EROSION CONTROL MEASURES ON AN AS NECESSARY BASIS, SUCH THAT EXCESSIVE SOIL EROSION DOES NOT OCCUR. MEASURES SHALL INCLUDE HAY BALE DIKES ALONG THE PERIMETER OF CUTS AND FILLS, MULCHING, AND PLANTING OF DISTURBED AREAS AS SOON AS PRACTICABLE. 6. AT THE END OF CONSTRUCTION THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS AND SURPLUS MATERIALS FROM THE .................................... ffA Y .. ...... .. .. .. SITE. A THOROUGH INSPECTION OF THE WORK PERIMETER IS TO BE MADE AND ALL DISCARDED MATERIALS, BLOWN OR WATER TION CARRIED DEBRIS, SHALL BE COLLECTED AND REMOVED. _ 60,3131UIVICA WIDE 7. AT THE END OF CONSTRUCTION, AFTER ALL DISTURBED AREAS (pRIVA7 HAVE BEEN STABILIZED, THE CONTRACTOR SHALL CLEAN THE "SUMPS OF ALL CATCH BASINS AND THE INVERTS OF ALL DRAIN INFINIUM SOFTWARE 8. THE LOCATION OF UNDERGROUND UTILITIES AS REPRESENTED ON THESE PLANS IS BASED UPON PLANS AND INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES OR MUNICIPAL HEADQUARTERS DEPARTMENTS SUPPLEMENTED BY FIELD IDENTIFICATION WHEREVER .,..x. POSSIBLE. NO WARRANTY IS MADE AS TO THE ACCURACY OF THESE LOCATIONS OR THAT ALL UNDERGROUND UTILITIES ARE c SHOWN. THE CONTRACTOR IS TO CONTACT DIG SAFE AT LEAST 72 25- COmmUnlCatlOriS Way HOURS PRIOR TO THE START OF CONSTRUCTION. DIG SAFE - TELEPHONE NUMBER IS 1-800-322-4844. Hyannis, MA 02601 9. THE CONTRACTOR IS TO VERIFY THE LOCATION, SIZE, AND DEPTH �. OF EXISTING UTILITIES PRIOR TO TAPPING INTO , CROSSING OR 508-778-2000 EXTENDING THEM. IF THE PROPOSED WORK POSES A CONFLICT WITH THE EXISTING UTILITIES, THE ENGINEER IS TO BE -=-- NOTIFIED PRIOR TO THE CONTRACTOR CONTINUING. � 10. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS, DOOR LOCATIONS, AND ENTRY DETAILS. 11. REFER TO PLUMBING DRAWINGS FOR EXACT SIZE AND LOCATION , 0 4 OF WATER, ROOF DRAIN AND SANITARY SEWER CONNECTIONS. ., 12. REFER TO ELECTRICAL DRAWINGS FOR SITE LIGHTING CIRCUITS, FIXTURE DETAILS AND BUILDING CONNECTION LOCATIONS. ELECTRICAL CONTRACTOR SHALL CONFIRM THAT SITE LIGHTING s <.LAYOUT WILL PROPERLY COVER PARKING LOT LIMITS AND NOT � t °v CAST GLARE UPON ADJOINING PROPERTIES. � y .=i a 13. ALL REINFORCED CONCRETE PIPE IS TO BE CLASS III. ALL ❑ �' - PVC SANITARY SEWER IS TO BE SDR 35 WITH RUBBER RING i, JOINTS. ALL PVC STORM DRAIN (PERFORATED AND SOLID) s ; SHALL BE SDR 35, ADS TYPE N12 POLYETHYLENE PIPE OR a APPROVED EQUAL; EXCEPT FOR THE ROOF DRAINS WHICH SHALL BE DUCTILE IRON. WATER M,A,IN" IS TO BE CLASS 52 CEMENT LINED DUCTILE IRON. SEPTIC !RECORD) DRA/N� h EASEMENT -�A 14. WALKS SHALL BE OF 4" THICK PORTLAND CEMENT AND SHALL BE � DRA//V }_ CONSTRUCTED ON 6" OF COMPACTED BANK RUN GRAVEL. ems: it CONCRETE FOR WALKS SHALL HAVE A MINIMUM 28 DAY b ❑CB EASEMENT y COMPRESSION STRENGTH OF 4,000 PSI. WALKS SHALL BE REINFORCED WITH WWM 6X6 #10/10, CONFORMING TO ASTM A184. 10 T „ ' 15. THE TOWN OF BARNSTABLE DEPARTMENT OF PUBLIC WORKS IS TO BE c, NOTIFIED PRIOR TO THE START OF ANY WORK ON INDEPENDENCE DRIVE. 16. THE TOWN OF BARNSTABLE WATER & SEWER DEPARTMENT IS TO BE b BERM 0 wG NOTIFIED PRIOR TO THE START OF ANY WORK ON THEIR SERVICES. BIT cnNc ' 17. NO LEDGE, BOULDERS, OR OTHER UNYIELDING MATERIALS ARE TO ❑CB CB79,63 r ` BE LEFT WITHIN 6" OF THE WATER AND SEWER IN THE TRENCH, R=76.49 NOR ARE THEY TO BE USED FOR BACKFILL FOR THE FIRST 12" C PERM O �986758 8=68.3 CC 8=70.8� ABOVE THE SERVICES. MH CC CB CONC srV* kSLW PAVa1�T MH VR=76.91 `V A 18. STANDARD PAVEMENT AREAS SHALL HAVE 12 INCHES OF GOOD, R=74.01 TO CP'T BASIN O PI B-6g CLEAN BANK-RUN GRAVEL, CONFORMING TO MDPW M1.03.1, WITH B=65.2 C WATER i NO STONES LARGER THAN 3 IN DIAMETER AND SHALL BE PLACED AND ROLLED WITH AT LEAST A TEN TON ROLLER. THE SURFACES CB Y.0 SHALL BE WET DURING ROLLING TO BIND THE MATERIAL. ALL STONES OF 4" DIAMETER OR LARGER SHALL BE REMOVED FROM THE SUB-BASE PRIOR TO PLACING BASE MATERIAL. LEAQjWG PIT 12' RCP CB-5 1 STY C8-4 ` �:. . VATj Co GRATE Sr0.030 R 67 fi0 R 6810 j 19. STANDARD PAVEMENT AREAS SHALL BE PAVED TO A THICKNESS OF R-70.00 1=66.10 3" MEASURED AFTER COMPACTION, WITH A 1 1/2 " BINDER COURSE I=65.00 A SW S= NC 1Y 01 a " L _ 0 AND 1 1/2 TOP COURSE OF CLASS I BITUMINOUS CONCRETE Sid DETAI R 6167 ` B S-0.02 PAVEMENT, TYPE I-1. IFACNICO Tti � GRATE `/ CgdNECT EAST 20. HEAVY DUTY PAVEMENT AREAS SHALL HAVE 12" OF GOOD CLEAN R 64.00 !6 - CC ROOF DRAIN 0 BANK-RUN GRAVEL CONFORMING TO MDPW SPECIFICATION SEE pETAIL 8 C 1=6 7. 1-72.00 M1.03.1, WITH NO STONES LARGER THAN 3" IN DIAMETER AND REMO,&SST 2 STORY 8PoCMC ,� w SHALL BE PLACED AND ROLLED WITH AT LEAST A TEN TON pRpIN WdE ANO BUG , ROLLER. THE SURFACES SHALL BE WET DURING ROLLING TO LOT �T �INS OpQs�j+� HY ' BIND THE MATERIAL. ALL STONES OF 4" DIAMETER OR LARGER LG. To �� ION SHALL BE REMOVED FROM THE SUB-BASE PRIOR TO PLACING BASE 270,173t S.F. 127 PVC �S k MATERIAL. OR S-0.010 .. 12, PVC 9 600 SF , „ 21 HEAVY DUTY PAVEMENT SHALL BE PAVED TO A THICKNESS OF 4" 6.202E AC. S=0'� M ELEV-76'55 mMEASURED AFTER COMPACTING, WITH A 2 1/2" BINDER COURSE 6' PVC ( � o'- IST FLOOR EV=66'55 ' AND A 1 1/2" TOP COURSE OF CLASS I BITUMINOUS CONCRETE 1.63.00 z XCx BASE FLOOR .PAVEMENT, TYPE 1-1. I= .30RD-1 - . 22. 7HE AGGREGATE SHALL BE COMPOSED, MIXED AND LAID 'HOT IN TWO COURSES AS SPECIFIED IN THE "COMMONWEALTH OF O i DRA/N MASSACHUSETTS STANDARD SPECIFICATIONS FOR HIGHWAY AND 6' PVC (vp) CO CD rRA s DRAIN BRIDGES , 1988 EDITION SECTION 460 FOR CLASS I BITUMINOUS S=0.000 I EASEMENT EASEMENT I CONCRETE PAVEMENT, ASS SPECIFICALLY SET FORTH IN SECTION I�63.00 { 460.20 AND 460.82. 12' PVC .a o �R a Gw o (� No. Date Revision , O GG CB fi 23. ANY EXISTING PAVEMENT REMOVED FOR UTILITY TRENCH 12 PVC b' . EXCAVATION WITHIN A PRIVATE OR PUBLIC WAY OR OTHERWISE $-0.010 ' DAMAGED DURING CONSTRUCTION, SHALL BE REPLACED WITH A SMH PPI Seal FULL DEPTH OF PAVEMENT SECTION AS SHOWN ON THE TRENCH R 57.34 R 67.78 O TMH• PATCHING DETAIL INDICATED HEREON. I=590 E3 L t3QR@JE 24. EROSION CONTROL GRASS MIXTURE (SIDE SLOPE GREATER THAN 4 BM s Clk11lWD , t ITH R1. HORIZONTAL TO 1 VERTICAL) FOLLOWING COMPLETION OF Ne 1BIOg GRADING. THE FOLLOWING SEED MIX SHALL BE APPLIED: ■BM � g�o TYPE OF SEED % BY WEIGHT 100 TIDE) DRIVE R/VATE �P _ CREEPING RED FESCUE 30 TALL FESCUE 30 WHITE DUTCH CLOVER 30 Drawing Title RED TOP 10 SEED AT THE RATE OF 2#/2,000 SF SMH 65,34 USE THE ABOVE MIX AT THE RATE OF 50#/ACRE AND R SEALE.0 WITH 1/2 BUSHEL/ACRE OF WINTER RYE 25. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED WITH A MINIMUM OF 4" OF TOP SOIL SPREAD EVENLY THROUGHOUT. PROVIDE EROSION CONTROL MEASURES AS NECESSARY TO PROVIDE >r4 SLOPE STABILITY UNTIL VEGETATION IS ESTABLISHED. 26. ALL STUMPS, TOP SOIL, SUB SOIL AND OTHER DELETERIOUS UTILITIES 8c MATERIALS ARE TO BE REMOVED FROM THE PROPOSED BUILDING AND PAVING AREAS. 27. CONTRACTOR SHALL REVIEW SITE BORING RESULTS AS PROVIDED CONSTRUCTION BY INFINIUM SOFTWARE. PROPERTY OWNER: CONTRACTOR: NOTES INDEPENDENCE PARK ASSOCIATES KAY CONSTRUCTION CORP REALTY TRUST 815 E 5TH STREET (PO BOX 67) 815 E 5TH STREET SOUTH BOSTON, MASSACHUSETTS SOUTH BOSTON, MASSACHUSETTS TELE NO.: (617) 269-8690 TELE NO.: (617) 269-8690 DRAWING TITLE: PROJECT TITLE: ENGINEERING DESIGN CONSULTANTS, INC. SHALL 25 COMMUNICATIONS WAY NOT S, RESPONSIBLE FOR CONSTRUCTION UTILITIES PLAN MEANS, METHODS, TECHNIQUES, OR PROCEDURES H YAN N I S, MASSACHUSETTS project No. Drawing No. UTILIZED BY THE CONTRACTOR, NOR FOR THE cM N SAFETY OF PUBLIC OR CONTRACTORS EMPLOYEES; INF-9712 OR FOR THE FAILURE OF THE CONTRACTOR TO GW ASSESSORS MAP 314 PARCEL NO. OO5 CARRY OUT THE WORK N ACCORDANCE WITH 5 4 98 ISSUED FOR BLDG. PERMIT NO CHANGE COPYRIGHT (C) BY ENGINEERING DESIGN CONSULTANTS, INC. 2 ( ) PSB GES GES 8 s�emt, JR. N Date THE CONTRACT DOCUMENTS. P 1a106 Q PREPARED FOR: PREPARED BY: January 29, 1998 ALL RIGHTS RESERVED 1 2/17/98 RE-ISSUED FOR SITE PLAN REVIEW PSB GES GES t0 ENGINEERING DESIGN CONSULTANTS, INc.'s 0 1 29 98 ISSUED FOR SITE PLAN REVIEW PSB GES GEs `sue�.►�� INFINIUM SOFTWARE ENGINEERING DESIGN CONSULTANTS, INC. scale - / / t. 1' - 40' LIABILITY FOR THIS PLAN IS LIMITED TO THE 30 TED LANE NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC SCALE: DATE: SHEET: PLAN NO.: MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF ENGINEERING DESIGN CONSULTANTS, INC. ANY EXTENT OF ITS FEE LESS THIRD PARTY COSTS. REV. MADE CHKD APPD < SOUTHBOROUGH, MASSACHUSETTS Drawn By Checked By MODIFICATIONS TO THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION ENGINEERING DESIGN CONSULTANTS, INC. SHALL RENDER THEM INVALID AND UNUSABLE. NO DATE REVISION BY BY BY 1" = 40' JAN 29, 1998 3 OF4 214SP1 TELE No.: (508) 480-0225 FAX NO.:(508 485-1937 psB I c>�s ) INF-A3 ©Copyright Spalding Touglas Architects, Inc. 1997 f i i J SPALDING TOUGIAS ARCHITECTS Iaoorporftted STA 12 Farnsworth Street Boston, MA 02210 617 542 4522 tel 817 542 1432 fax sta-inc.com a-mall rrA Tio . . .. . . MIVUlviCA co (PRI VA TE — 60' W0E, INFINIUM SOFTWARE HEADQUARTERS LP 25 Communications Way LA ED Hyannis, MA 02601 LP 508-778-2000 LA D DRAIN—,' � EASEMENT ti —� DRAIN EASEMENT LANDSCAPED ~` LP LP LP LP BERM ° BIT CONC L PED CC CUNC C LP LP S S S S RF].00A� CpNC 09 S U( {T LANDSCAPED Q TRH t]NE � � LSOAPED LANDSCAPED O� ' J UWT x P 1 STY Q BIT CONC R2�, c, ? � O � O CC CK 2 StORY eR UIL�ING pROpOSV B LOT 1 EXPANSION WOODED 270,173f S.F. �r OR B RM 9,goo ►7F o 6.202f Ac. - DRAIN 0 f� DRAIN 'EASEMENT °s EASEMENT I WOODED c o V� S -O UP PROPOSED TREE UNE UP No. Date Revision -o-UP DRI VE(PR/VA TE — 100' WDE) Seal NC NDE P IN DE , "°' ' EDWARD SMITH,sip., IYm.;•I1110'6 Drawing Title i LANDSCAPE & LIGHTING PLAN PROPERTY OWNER: CONTRACTOR: INDEPENDENCE PARK ASSOCIATES KAY CONSTRUCTION CORP REALTY TRUST 815 E 5TH STREET (PO BOX 67) 815 E 5TH STREET SOUTH BOSTON, MASSACHUSETTS SOUTH BOSTON, MASSACHUSETTS TELE NO.: (617) 269-8690 TELE NO.: (617) 269-8690 DRAWING TITLE: PROJECT TITLE: 25 COMMUNICATIONS WAY ntO-" LANDSCAPE AND LIGHTING PLAN HYANNIS, MASSACHUSETTS project No. Drawing No. W-9712 ASSESSORS MAP 314 PARCEL NO. 005Date 2 5/4/98 ISSUED FOR BLDG. PERMIT (NO CHANGE) PSB GES GES January 29, 1998 PREPARED FOR: PREPARED BY: 1 2/17/98 RE—ISSUED FOR SITE PLAN REVIEW PSB GES GES e9fo Quo r� INFINIUM SOFTWARE ENGINEERING DESIGN CONSULTANTS, INC. sale 'ST` 30 TED LANE 1 2/17/98 ISSUED FOR SITE PLAN REVIEW PSB GES GES ems' l SCALE: DATE: SHEET. PLAN NO.: Drawn By Checked By REV. MADE CHKD APPD r SOUTHBOROUGH, MASSACHUSETTS DATE REVISION /� 1 40 JAN 29, 1998 4 OF 4 214SP1 TELE NO.: 5O8 480-0225 FAX NO.: 508 485-1937 N0. BY BY BY ( ) ( ) INF-A3 ©Copyright Spalding Tougias Architects, Inc. 1997