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HomeMy WebLinkAbout0025 COMMUNICATION WAY - 313-008-B00 I 2000' -`` MID CAPE HIGHWAY _ SEPTIC SYSTEM �` - � NOTES VENT �S°t wp�tco 1 �Ii I- - _ III iIII III IitII IIt �tII--- I 1I P GTlCN A - A-- - - 1 REFER TO THE DETAIL SHEET ET LOCUS LOCUS MAP N, GZA1 FOR CONSTRUCTION NOTES .eREAIDRIVE� POND =:iFl !{I� _l;�r n�u_ 2. /kl.l. �� .�►.l5 ',iac"i t01.1A1. G ^TC�L -703 4V FLINTROCK f� p� POND FIND+ (5RADC- 9 I , I I I I IMIN L" /�,. '/z" Q i I " bIA Fvc - -+- 4 QlU A�T� - niz C>fi�t�� -fo'I Ft''ir- °")Se- I I I 4 ,,t011� \ INDEPENDENCE PARK INC . 4 a. Pvc - � PEk•l"tfkAT>":G �1b`? (,C - 40) '�I I I I I �fiP o.c N IT_if>Ir- Tt� ---- RESERVE I I I fit, f/L,I -�► t� ROq /at,t=A - I I ' i I WAI STONE hL1.b+�J Su �ct£nl 'n► Cry. R P M A R Y VENT DE TA i L I I A 1 �` I I , ALL- C2 L4Ttz�ILL SN' ul S� 1►,.1 ,AEG Q °&T DUNNPOND �N0 s c.A LE I I ► j I I . I 3 - o E - 3 a AIRPORT ----"" - - I I /32 LEACHING LEACH 1N:7 TRENCHES NO SCAT a. I 43 E - - ► I ; I , DEs1�N DATA N 82 - 06 4 t'vc PFlzwKAMP PIPE - -, 6 1 3JILVING SIZE 5o,oc�o 5F AAI►1,4M SPEC 1 FI CATION I i M 3G FoR t'ErzK)RATi0w ) I I PLOW PER Ic-u:�(7 S.F 7S 6AL/ DaY IN PIPE. HOLES TO BE � NAND D�ZILI_EC , I ( I I I I TOTAL DESIGN FLOW 3-750 GAL/UA`I OE5I G N PE RCOLAT ION RATE 4 M 1N P;R INCH- ,�_� DEa1GN CAPACITY = BOTTOM D-83 / AWE 2.0 t LASE LEACHING TRENCHES EFF DEFTH 3 FT �1 EFF \VIDrH 3 FT __ - `� ^ISTR1�3LiTION 20 F3C)X _ I CAPACITY OF 5YSTEM PER T1T1_F_ ,� 5 ® I PcTTM AW-EA 3 SF/LF x0.£33 F:=Z-SC / � LF ENG/a`,<- \VATF:R LINE. . 1L'�'otAll At�A 6 /LF x 2.0 sr 12.0 F +. 1 IN CC)N4, I FT AI_I. Ak. q -- ,. 10 FT E L�t ACH LI OF :t_�v�. TOTAL 14,5 "%F W LENGTH REQ'D = 3�50 GAL L FA k, E L 2 = 26o LF r O 14.5 G`lir co ARSA = 96, 927 5•F t1SE 4 TRENC-Pe-5 @ v00.F/FA. ? U cD 1,0 AI . W PRE CAS' l<'' '. O I SEPTIC: TANK X =tcx t = c `r G = I S� cF �I Jam' t (PI CAL 1 O i� 1�._ LEGEND ' a U, m r�IPE - I O LEACHIN, CATCH BASIN PROP . g AND RIM ELEVATION Iq r,PPL�S �. - F�UILDIN(n F! UNIDArIc>t,4 _ I S SEWER LINE G GAS L I N r. SCALE IGAL CURBING �1HYD w ` L t.,F•I&U RA.T I O N HYDRANT PROP . G III BERM a ��1£-1.1 N4kt.1 i rC�-1~- TD ra •a� �11 L 1=Pc=, . 4 T CP T ��3PC 2 `� ��-I �tl l `� 14 EXISTING CONTOUR G" CA�:,T IRON PIPE -<_<.... NT ��7 2 7 \V 18P PROPOSED CONTOUR VE t r 1 SEE F� FRA11 OVF 1 ,T 4' k i RIM 5 - I y - - - - _- - -- ----- - - . 18 . 5 SPOT G[tADE ELEVATION - I t � :, -• IN.Y_ .__ II cow-,E<I`•Fr INV 10.00�, 2a' .� _---`- ' ,' ! 'f0.2g " __...��~ _. 4" PVC PIFF (rN` 4r'�) t sEPTIc, / i' - I -, MIN f, PROPER'['Y LINE 1 � - � f--�-I wA'�U erniJE a ChFF_ _�G t3ERM 1 1 _ 1 i �- GBA'_I r�_" . �„ G,t_•P. W, - -, Flared td"Ok -{ f IrV E3o Z -516' N -y ,ATE VALVE Guard.L-14 N, RtF , _I, h!/Wh.✓t f3GUX t - - INv 69.48 f I INV 65�i0 i r_ ---- Gpy�t ti l� Pest Pit c TE6 145,A 4 j � T.P, CAPE COL) gEKsA 15l:l - I►�iG WALL L » r � �; - I � \VA jIiEA STCiNfir E%= r 1 d \Y/ � ` i 1 :� �. _y--. �". -- S ' 7>I.T It3+.j11 N - - - --1-L-1 Eloctical/Fire/T-elephone PRECAST SERTtt_. TAtiK O \ f-�- �• r_ ! ._--- V f?,-��I( L E A C M I Fy UfO GAL GAp `- • F =INDEPENDENCE Re- R 5 O �Q GAPE Gop -t ,--- ��` _-- I - PARKINC BERM ' I� VALVE POST IN nTolz -- - FORMED CONCRETE O 44 1 :� --HANDICAP SPAGrcS (6) 1 ' (SEE. DEt" BHT `I DE\VAI.K ✓ .,� - -- G F P T I C. E�YS_�T E -M PROFILE SEE A.�LH. F t.,ANS I � ® ' INDEPENDENCE FOR SI�-L= 6'F tVATI^R F1z.,I.� NO SGgLE Q . HYDRANT WITH -I W C) \ PARK INC . 6 GATE \IAL-\ C- 3 SERVICE" 'FOR PAC C v 4V V,CtLve 3ci� � (��VErr SPRINKLE42 SY TC-M E I_ L I J 1AJ Gv PRCIC%sCc, u 6 C.Lx,+ _ 17� s ',/ / ,V 1l_ 13UILDIN , _� AI A 2 D F, I i sc 50, ICI S,F, Z TP 4 T"f= 5 TP 4 TP 1 TP EL. 18.0 t EL. -78.0 t I ' t cn / �-2,5' TOPs01L -3,o ToPso1LEL 'l D � SUESOIL - t SUe-SOIL LLJL.5'- 12.0' e SUL3501L t EL, 73,5� t O LJ' - pvG _ _ 1 O EL. 73.0 p=2, TOP_, oOi TKAN-�FOR► SR PAG �} DIA• �c LL FINE -MED. Ll 3- 15.0 5 010 1 r` / T - - _ - �` G �� Z SAND, TRACE 3'- I5.0� -1 3, FINE -MEV 2 O Sv�50OIL r SUBSOIL F i SILT O � MEC� SAND oco z m `� �' ' 'APO - - � MINI __------f fr PERC TEST SANE? 1'ERC TEST 2,5_ 12.0' 0 2.G'-13.o' ZONE CLASSIFICATION : IUU ' rnI y 2 M CD Z M1N�INCH 7 L I NE- ME0 � o � FINE -MEC F 1 m cv;► __ �-- -_ EL. GII t I Z 0 sA)4r,TKALC INDUSTRIAL I SAND 6„ CAST IRON sTLa - SILT MIN . AREA r 90, 000 sf SEE DETAIL- FOR FJTUKE SEuGR LINE � ot 3. . S. . S EL Z3,0 i 4r,nlr►/INc1+ a - FRONT YARD = r0 ft z �,S,s3' - - �!` � ' /"` _ - - EL. 61.0' t r3. o, E, EL 61 .0 t � SIDE YARD _ 30 ft EL.60.5 R`-AR YARD � 30 f t 49 46 E + _ ___.. ns, 0, E. >3.0. F . MIN LOT WIDTH - 200 ft _ - G COVERAGE Y 25% N g4 - r�..__._ EDGE OF PAVEMENT M . �' E MAX 3LC ROAD FRONTt'tQ' E 20 Ft - ( 1001 WIDE - PRIVATE ) 5C1 L ,- 0F5SG 12VAT IC) N� � 1 tiS�E � SpR S MAP 313 PARCEL g8 DRIVE MAP 314 PAKEL 5 INDEPENDENCE it NOTE ; 13. O. E, - TSC>TTC)M of EXPLCRATIGN , TEST PITS AND PFRC TESTS PERFORMED ON It-ZG-85 By J. STOLEGKI / CIVIL DE'5IC=N5, INC , W ITNESSED FY TERRANCE ( .WwL-f:5/ 5ARNSTABLE POAP-D OF RCAI-Tl4 pEPA RT MENT -- �'tiZOc'Sl4CZ�1,� 1-IlGrt GQoJ►.1D t✓�S iJo'�Af'PL.IC�tSt ;,kl G,Mu _Axj ►4 ` v "; i.la�" �-1.( ,00Tf II _ X DIMENSIONING 8. UTILITIES _ PLAN PROPOSED FACILITY FOR FIBRONICS INTERNATIONAL , INC . INDEPENDENCE PARK HYANNIS , MASSACHUSETTS PATE . 1/9/1 � 86 �N F m4 -- Q --- �'�` SCALE : 1 " = 40 aoHN - F. DRAWN BY MODZELEWSKI J W S No.28875 O c�STE��,�``� CHECKED BY JFM L ,d NUMBER 180 SHEET 1 OF 3 CIVIC. DESIGNS INC . 496A COMMERCIAL ST . BOSTON , MA -35ACHUSETTS 617-269-8690 C cn�rn�n�i� � « J ARCHITECTS PLANNERS ENGINEERS 615 East Fifth Street Rostcn,Massachllsetis02127 Developed by THE KAY COMPANIES title NOTES : 1 . REFER TO THE DETAIL SHEET FOR CONSTRUCT -LON NOTES I ,1 4 3 - - N 8�- 06 -_ 56 ILA CD 0 � � ` ', � � \ ,, t• � ' to N R L 11 • LEGEND LEACHING CATCH BASIN PROP. i I I _ — _ • �— - � AND RIM ELEVATION � S SEWER SINE - WATER LINE K .I T C H >�' E _ M L I . /� r L\ I- GAS L I N'E _C4L —� s-- -- -------- — / I ` / c # HYD HYDRANT PROP . - , -- � _ \_ BULK TREE CUTTING 1\YP -• ,- __/� E� 15TIN ; CONTOUR ` N 8 i a 1' PROPOSED CONTOUR — _ - _ I SPOT GR 1DE ELEVATION x - IL 774 7I y x fi' r�".. _.:': i ,' PROPERTY LINE � ` \ Flared \ �� � -- -•� ' '< � ^ 76� '\ \ \. I J _� \_ ` - 7 -ir____�r ._ Guard Rail • -` I ,' ,'`'�� / � � � � __-- _ _ _ r" ` T Elect icil/Fire/Telephone • �C.J'� •� ^ �� _ - \\. 71 -.i• ' '• y� ram. / /� 'i ' /4 �/; ��/ �'`// ./ / x / _ c - j -0- g _- •�' / TREE CUTTING LINE - \ `� \ f ^ 44 BUNKER ' S HILL ROAD ( 50 ' WIDE - PRIVATE ) __ — l 5C _ DRIVE ( 100 , WIDE - PRIVATE ) INDEPENDENCE I ADD TREE CUTTING LINE 1 /22/86 JFM DRAINAGE & GRADING PLAN PROPOSED FACILITY FOR FIBRONICS INTERNATIONAL , INC . INDEPEt,IDFNCE PARK HYAW,4IS , MASSACHLSETTS DATE : 1/9/1986 �gN OF M# 6r��P 10HN �yG SCALE : 1 " = 40 F. �`� HRW MODZELEWSKI y DRAWN B Y No.28875 p CHECKED BY JFM N A E. 6 JOB NUMBER 180 SHEE T ? OF 3 C I V I L DESIGNS INC , 496A COMMERCIAL ST . BOSTON . MASSACHUSETTS 617-269-8690 G- �( V 5 1, IF (I El lllJ II �I �A (_�0 ARCHITECTS PLANt,IERS ENGINEERS B15 East Fifth Street Dos t on,tlass<+ch++settstl2127 Developed by THE KAY COMPANIES t i t ie NOTES .06 I wOTE FRAME AND (-OVER X 1 ) All curbing indicted to be formed in place �1OT SHOWN � X � concrete curbing except if specifically shown otherwise. f 3 \ - "Z � � S �, _}_ --.�-_- ) Thrust blocks to be provided at all bends , Ys in _ _ wher�eotherwisegrequiredptosprovidesure njointes d _-) _ _ ___ _f F restraint . M -+ 31 Property lines from plan entitled, "Lot Layout / r7- o L-611 MIN. Plan, Definitive Subdivision Plan - Bunker ' s 6'1 MIN. •► i i r � Hill Road Barnstable MA" dated 12/24/85 and PLAN o ° A. revised 1/6/86 by Civil Designs , Inc . \ _ °' I I ' BENDS �; PLANS — 1 1/211 A�PHAL T CJNC , TOP CouRSE Topographic information from plan entitled, q ; A TEES 1 1/211 ASPHALT CONC , BASE COURSE "Grading Plan , Definitive Subdivision Plan 3 - - __ �-- — — X �• ---.�•-�-- ,� 12" GRANULAR SUB-BASE COURSE " A A 12/24/85 bylCivildDesigns , Inc . MA dated T PLAN Y 3 PLAN 3 X UNDISTURBED SIDE 4) All sidewalk ramps to be in conformance with BUILD UP FRAME WITH I of TRENCH TYP, Architectural Barriers Board requirements . BRICK AS REQUIRED I .__ __ Slope not to exceed 1: 12 with a non slip t.. T - - - --_- fI2y" MIN-12" AND LARGER PIPES _ - -_ —_— _ i--- _ fLn1Sh . —— ' - B K B � � 181� MIN-lO" AND SMALLER 18"MIN - �. '!- - .� 5 ) Catch Basin frames and grates shall be D. ••,,,,,. ��,p �• . ,� , ' o„ _p L�_Barron LF 248-2 or approved equal . irm he y° -#- — _,-_ _ -_-_ �. .. . o. �- �i_ - „ oo` - 6) Contractor to illf ties ,tutility structures and ycation of all , 0 a o u 'I C� o ❑ o - ° '� _ •' " a v c :heir dimensions in the field prior to .r d �\ r� �� u ,=� commencing construction . Refer to electrical - - m - k O -G — �'G e '`; ••. ' �.� and landscaping drawings for approximate _ -- a o o' 1 " __ -- . transformerp ad. II -- .-�--�- .��;` ' , � y.• .saP.,':.�" '.,,,, locations of E/Fi 'P/C lines and proposed 5ECTICN X - X PLAN & ELEVATION _� dP + � - MIN . W I 7 ) Loam and seed disturbed areas not shown U o o c� o 0 0 o a SECTION SECTION -- - --- �! - BENDS & TEES PLUGS treated otherwise. F10 } U U I� o � o a INLET END OUTLET END , - ' _ 8 ) All utility installations and equipement 1/q BENOS 1/8 BENDS /16 BENDS TEES PLUGS required shall conform to Town of Barnsable r }~ I DPW spec if ications , the specif icat ions of the --- - TYPE SIZE A E A B A B _ B C D_ I-R 8'-U" UtA. -- 4 applicable utility company , or these plans and / '�n�,� 21 MIN ., A c I I 6 6 10 6 8 3 8 8 8 l 0 15 a u � 1� II 1� 11 11 11 11 1� 1 ? � - - - ,,�,c �_A W A 9 9D K R S G 5LOPE - specs , whichever is more restrictive. • - - '"`^ ' 9" 12" 121, 811 10" 5" 911 91' 12" 12" 20" 9 ) All parking and i oadways to be bituminous .I "N' .� i - ----- - --- — -_— _- - )`?,q,. u i n "'I I 11 1 11 n 1 I I 11 I '� I , M I I 1 '� Q I I I I �� w 2 O UNDISTURBED MATERIAL 3/4" TO 1 1/2" ,2 u 2 -C /s' 3, a -0 20 4 -6,/a o -6./ _9,5/i6 :3 10i/s �# 2i/Z 3 : 1 Q-0Ln 10° " 611 lil" 25" concrete with 1-_/2" surface ( finish ) course CRUSHED _ ~� ° 12" 1�!" ?" 11" " and 1-1/2" binder course on 12" compacted STONE - 10 ) Drain pipes to be Reinforced Concrete Pipe Class III. LEACHING C DETAIL REINFORCED CONCRETE PIPE FLARED ND THRUST BLOCK DETAIL BITUMINOUS CONCRETE PAVEMENT DETAIL 11 ) Water line to be Class 52 with double thick cement lining . Piovide minimum 5 ' cover . NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 12 ) Parking spaces to be 9 ' . x 20 ' for non handicaped spaces,. i C. . - ---- - 1/2" WIDE MASTIC BOARD EXNA•JSION JOINT EXPANS =0N JJIH7. ---- RECESS 1/2" AND CONT INJE FULL DE°",-i OF LEGEND CURB - CUT MASTI _ TO SHArE OF CURB AT 70P s PUMPER CONN, t) UI Ip I 611 CORNEAS . LOCA-E WHERE SH04,, ON ,-LA-1 � LEAC14ING CATCH BASIN PROP . AND RIM ELEVATION � I I I I TOP CCIJRSE BIT . CONC . I � „� CONCRETE SIDEWALK FACING ROAD Ip J S SEWER LINE �0� _ r I ` Imo, I POSTS BINI'=., '.OURSE BIT. CONC . Ti _ L 1 T TO BE 12, GRAVEL °e, °o o oGa_ �� GRAVEL BASE W WATER LINE TRENCH WIDTH ( W7 i 3' x12' x8 CREOS0 EED RAILS PAINTED BASE ---�, = FINISH ROAD GRADE FINISH GRADE 7 BROWN � a a~o � �� -� �� s J,�JIS URBED Mc.T r_ oO6o, � 6 ' ' GAS LINE HYD HYDRANT PROP. APPROX . EXIST . GROUND I. +1 I i JNDISTJRBEO � d = , - II , _ „ 14 TX I JT ING CONTOUR DO NOT BLOCK ' I o ( i MATERIAL - ca o v O ° 1 0 1 0 DRAIN WITH THRUST BLOCK , = I I �, 18P PROPCSED CONTOUR I STANDARD VALVE BOX I ( I GRAVEL BASE AND COVER ,� ' COMPACTED BACKFILL I I I I i `APE COC BERM F 141SH GRADE 1$ . 5 SPCA GRADE ELEVATION 11 L E E/ \ ---- - --R- �-- PROPERTY LINE UNDISTuRBED I 3/y GALV , BOLTS SIDE OF = _ TRENCH I BACKFILL ZONE AROUND PIPE WITH SELECT _�rl �- ---� Flared End CONC. 1 MATERIAL CONTAINING ., NI O 1 _ _1� C;uard Rail THRUST i NO STONE LARGER THEN 311 = 'rest Pit r -- _:BLOCK ( sb•o ,5" CPO THRUST a►i ;: . NDISTUR¢ED -�J• ' TCF COURSE BIT. ONC , -- -- -11� Eler_t ical/Fire/Telephone THRUST . •o. ° f, SUITABLE BLOCK y•'` v TE ° a Ate" u � I . 1 .T v ;o;• air� o c MATERIAL OR KF ` II, 8 BRUSHED STONE . ., ,y 3 COMPACTED . A� , LL L II i) B.NL,ER COURSE B. . _ONC . - :D :• v n � (I II 1 1211 COMPACTED GRAVEL BASE M --� r MAIN SEWER u � 2 ?IE. RODS (1 EA. SIDE) _; 0" x 0" K 6 �," WATER MAIN- -- — � 'I 11 r - T IT 1yTERMEDIA , E ,10 BE SAME DIAM AS 1 EE ' M. J, BOLTS SEE NOTES a P.. 7.3 To BE 1 C Y, OF - ' "H" SECTION CRUShED STONE b X�I 8 ., c 6"ABOVE DRAIN NOTE TIE RODS TO BE USED IN PLACE OF THRUST BLOCK IN FILL AREAS OR ✓UJNDS PER L IN .F . WHERE EXISTING SOIL LACKS SUFFICIEW' OEARINS STRENGTH. AS - DETERMINED BY ENGINEER 1! SEE LAYOUT PLANS FOR PIPES FIRE HYDRANT DETAIL TRENCH DETAIL GUARD RAIL DETAIL CURBING DETAILS NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE M,' SH REINFC , :N :RMcC _ NCK 8 ,� I C J R B I h ,, - _. --- EXPANSION ,.JOIN-- WITH 1121, PREMCLJE►' JOINT FILLER : RECESS I- ILLER 1 /2" ( LOk_ATE WERE SHOWN ON SITE a! A'; - -- - SCDPE LINE WITH G" SMOOTH TOOLED STRIP �.ACH SIDE 2, 2„ GII; 211 , ROJM FIVISH • A a. - CONCRETE SIDEWALK A = A. 4 dQ o� 81, GRAJEL BASE ' oED CO ICRETE I ul 1 : 12 —1 : 12 ;JNDISTUPDEJ MATE, i CEMENT CONCRETE PAVEMENT DETAIL HANDICAP PARKING SPACE DETAIL ADD NOTE - GUARD RAIL DETAIL I/22/86 JFM NOT TO SCALE SCALE : 1 " = 10 ' DETAILS PROPOSED FACILITY FOR FIBRONICS INTERNATIONAL , Iti�� . iNDEPENDENCL PARK HYANNIS , MASSA�.yUSET_S DATE : 1/9/1986 1N OF At SCALE : AS SHOWN 'O"N �� DRAWN BY : RCP MODZELEWSKI n ,,No. 28875 O CHECKED BY : JWS to AL N JOB NUMBER : 1.80 SHEET : 3 OF 3 C I V L DESIGNS , IN-C. . . L196A COMMERCIAL ST . BOSTON , MASSACHUSETTS 617-269-8690 u )U PDf1MEflin , r 3 IJ N ARCHITECTS PLANNERS ENGINEERS E3t5 Fist Fifth Street Boston,Massachllsetts0?t?7 Developed by THE KAY COMPANIES f�[+f 6ct WRY R�xg Ert)elr41 cal6Vrey llO ', � ��`�'�I ram-� -�- = = •fir• �n _ .r ---�.�- _� 911 �L�tlioN Tb F►H. GVAD� � I ---- 5 � A� rT- golzE Tb Ple�u►o"5 ExtS'T. &K^VE� 11 vt��r�re�u. � �'L/Viil vottM �L�rib,amt 1 TYPICAL SHRUB PLANTING DETAIL I� ------------- a� t.IN c¢ NOT TO SCALE emu._ /7� • I I II . I I • TYPICAL EVERGREEN PLAN TING TYPICAL TREE PLANTING AND STAKING DETAIL I & GUYING DETAIL NOT TO SCALE NOT TO SCALE - - A GENERAL NOTES • GN � IS � N 1•A � �� � PWar�Nt�+� coNTr-�C d� s ��'r QIM✓ � ► N� Y To sTA�TiNU �VcT�- �(� �� = v�•,� ��L Urlurr u�� 2 ' - �_ '��n,A�Z-�M �� y , 2, T� ,.AU��P� �a�T�r�'� emu.- ��+� �-L� �c�f`►T M�T�+'��- ® r�l.c, rN Ti NGT!�p N oN 5 l,�l-�, - - - - -r�► ,mob I ANT r. v� �� o - • . q, , . . • .� ' • �L'.- QC��IT� 1 Ti c�r- t�tt. R THE t.�Ti DN siH�•-' To •�iN I sH . • � • 2 I,,ac1JT Sip o i3e- 15k u-0;P -s*00 ofz 7. �tV�1PF �o�-fs TWIG pUp4 N�s I o T y4- +fR � I AFT �t�N??�c�. 3 ; - we-- � WN !�I c� � A �,� ���- � -- � ��o`�.D _ .-. •. _ :_� . pIME q• � g __- l® , � ____ 3 WN► Nu RTN 5 G,7'. "ra G.7'• oFz g�l V. T ;NI�s f9TI u R �' � ta/W�t t� T€� • - A a --� . • . , _,,. _.. _" • Is V 1�TI!. I N�L �C� � � �T �Nr f N No 1. �. �. 4 _ T . � M�Nc,� � :` • - � � Q I f• �I-L �NT N�T�t� �U. �GUA`�"IJ Tip > I g . O P X -1+� sT W[+�P -A �4v t J Tu w 17 T#� PROPOSED s PLAN cZE(To DING .A NoT- 6.50 A � � � ��Aw�s�• �� I .• � pIN� VIr���1M s �,����� Ljj TM o7I 7 1 �, ._ � ��� • , —� �;vN�Q� . J Imo/ �NNVo�� I � r ;, P T CT*F4W I W HTf t NOT 'A b' self. , ITS y r 'D p, `YP / T�`P 13, t -L "T /bIAT LS /,'Nta� 5U i s T TD TN-� C"PFza` L T OE 'sl-�,�f•I-� �F.��IT�r ANT N B o 14 F1 NA L 'LANTI NG- L,o�,4TaN s TO t� 1"�'R©V �' THE- �Fj7p:T T. — — I:o12 11 ---- INDEPENDENCE DRIVE , - 1 �Dl, otl PLANT LIST 3 �Low��1M� poWOOV QTY BOTANICAL NAME COMMON NAME SIZE COMMENTS i TREES - /10 ACf-r- 1�5F-HP'OPATANU5 SYCr10 �2„ z AL,. PLANTING PLAN I ACe-IZ Imo'Lt r U1 j `. � 5V qs9F T SUNs�-T AAAI::L- II GnuHW5 F:1LOIFQPA l-ov,�t�lrye !���ooD II MATS= I I S C�f���!b Rf fob. - . \ ' J - -- .t- FI HLIS r-16I PA _ , _ H � PROPOSED FACILITY FOR . ` ZI I�IM�J� 5"I�.o�US wNIT� �iN� 8 lo ' O r 2 PIN�J� -rHUHF rfr-,i � � � �I�� 7 g, FIBRONIC,S IN T'EHNATIONAL, INC. 2 ��us ���� INDEPENDENCE PARK -oNp°N RAN5�E ` - 2'Z �L HYANNIS, MASSACHUSETTS �EI:�tl.A� KwAN zgN KwAN ZAN C I-tr:� .Y II r-1AT� 1 Er -- _ IVY T P� �u I%�u5 FAA LII-6-�15 rl N CAC 617-269-8690 DATE: �o I���p I�5 F--- 5io �� � v >JT �p IN GLI-�!„)Q5 0F S Of- NO� -TF�1`003 ' `JT �� _� ( L v L WN L SHRUBS, GROUhf� COVER AND BULBS NOF �as SCALE: o - --- lI(M('T O� M V LE�-+- I (- 'C/�1-�WAIz� VAU- Y �nM IT F. 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DG>�D t.-o�Ds Ham �F_�rJ A-PPLIRC) DEp-D LOPD� HPV� OSed PPPLI>%D GENERAL NOTES A. WHERE UNFORMED FACE OF CONCRETE IS IN CONTACT WITH EARTH, 3" ; STEEL DECK VERTICALS: 8" WALLS I' tF&P C E,' Q „ 1-#5 @ 48 O.C. 12 wALLh I- 4 - EXCEPT SLABS, 1-1/2 ; - GENFRAt B. WHERE FORMED FACE OF CONCRETE IS IN CONTACT WITH EARTH, OR 1. ALL STEEL DECK'SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE FOR THE TYPE, DOWEL ALL VERTICALS TO FOUNDATION, BEAMS OR SLABS. �`- EXPOSED TO THE WEATHER, 2"; GAUGE INDICATED AND ERECTION. A. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, MECHANICAL, C. AT INTERIOR EXPOSED FACES OF WALLS, 1"; 2. FLOOR DECK SHALL BE GALVANIZED, SEE SPECIFICATIONS. HORIZONTALS: 12" WALLS IN BOND BEAMS SPACED AT <oI-�'' �/� 2-#(v Gouj ELECTRICAL DRAWINGS, SHOP DRAWINGS AND SPECIFICATIONS. D. IN SLABS, 3/4"; 3. PROVIDE MINIMUM 16 GAUGE EDGE ANGLES AT SLAB PERIMETER AND AROUND ALL OPENINGS. 8" WALLS IN BOND BEAMS SPACED AT ti ALL. DIMENSIONS AND CONDITIONS SHALL BE VERIFIED IN THE FIELD, AND ANY DISCREPANCIES SHALL E. THE MAXIMUM ALLOWABLE DEVIATION FROM THE FIGURES ABOVE, WHEN PLACING BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND/OR ENGINEER FOR CLARIFICATION BEFORE REINFORCING IN THE FORMS, SHALL BE 1/4" FOR CONCRETE SHAPES 10" OR LESS IN DESIGN LOADS 6'-O" 0/C 2-#4 CONT. PROCEEDING WITH THE AFFECTED PART OF THE WORK. DEPTH OR WIDTH, AND 1/2" FOR CONCRETE SHAPES MORE THAN 10 IN DEPTH OR WIDTH. 1. THE VARIOUS PORTIONS OF THE STRUCTURE ARE DESIGNED TO CARRY THE FOLLOWING LIVE LOADS IN PROVIDE CORNER BARS FOR ALL HORIZONTAL REINFORCING. 3. SHOP DRAWINGS, REVIEWED BY THE GENERAL CONTRACTOR, FOR REINFORCING, JOIST, DECK, STRUCTURAL 5. ALL SLABS PLACED ON GROUND SHALL BE REINFORCED WITH MINIMUM 6" x 6" - W1.4 x W1.4 WELDED ADDITION TO SPECIFIC MACHINERY AND EQUIPMENT LOADS: ALL REINFORCING SHALL BE GROUTED SOLID CONTINUOUSLY, IN CELLS OR BOND BEAMS. I MEMBERS, AND STRUCTURAL STEEL SHALL BE SI!BMITTED TO THE ARCHITEC_r AND/OR ENGINEER AND A WIRE MESH, LAPPED 12" ON SIDES AND ENDS UNLESS OTHERWISE SHOWN ON DRAWINGS. STAMPED APPROVAL RECEIVED BEFORE FABRICATION CAN PROCEED. ERECTION SHALL BE MADE FROM ROOF 25 PSF + DRIFT ALLOWANCE PER CODE APPROVED SHOP DRAWINGS ONLY. 6. IN ALL ONE WAY SLABS, UNLESS OTHERWISE NOTED, PROVIDE TEMPERATURE STEEL, PERPENDICULAR TO 2ND FLOOR 125 PSF 5. ALL MASONRY BEARING WALLS SHALL BE BRACED UNTIL THEY ARE ANCHORED BY THE-STRUCTURE. MAIN REINFORCING STEEL, EQUAL TO 0.3°6 OF THE CROSS-SECTIONAL AREA OF THE SLAB, GROUND' FLOOR 125 PSF r 4. A RECORD SET OF APPROVED SHOP DRAWINGS SHALL BE MAINTAINED IN THE FIELD BY THE GENERAL MISCELLANEOUS CONTRACTOR. 7. MINIMUM PIER AND PILASTER REINFORCING SHALL BE A MINIMUM OF 1% OF THE AREA OR AS FOLLOWS: 12" SQ = 4-0, 14" SQ = 6-#6, 16" SQ = 6-#6, 18" SQ = 6-0, 20" SQ = 6-#8, 22" SQ _ 2. THE STRUCTURE IS DESIGNED TO CARRY THE FOLLOWING DEAD LOADS IN ADDITION TO THE LIVE LOADS 1. ALL FOOTINGS SHALL BE CARRIED DOWN TO UNDISTURBED MATERIAL HAVING A MINIMUM BEARING 5. UNLESS OTHERWISE NOTED, DETAILS SHOWN ON ANY DRAWING ARE TC' BE CONSIDERED TYPICAL FOR ALL 4-#9, 24" SQ = 6-#10 OR UNLESS OTHERWISE NOTED. NOTED ABOVE: CAPACITY OF 1.5 TONS PSF. ELEVATIONS GIVEN ARE TO COMPUTED BOTTOM OF FOOTINGS, ARE MINIMUM wu M v `�:IMTi_A CONDITIONS• DEPTHS, AND ARE NOT TO BE CONSTRUED AS LIMITING IN ANY WAY THE AMOUNT OF EXCAVATION STRUCTURAL STEEL ROOFING & INSULATION 15 PSF PARTITIONS WHERE APPLICABLE REQUIRED TO REACH GOOD BEARING. NO FOOTING SHALL BE PLACED IN WATER OR ON FROZEN GROUND. CONCRETE DECK 1-1/2" 2 PSF STUD & DRYWALL 20 PSF IN GENERAL, ALL EXTERIOR CONSTUCTION SHALL BE CARRIED DOWN A MINIMUM OF 4 FEET BELOW - - 1. ALL STRUCTURAL STEEL. SHALL BE NEW STEEL CONFORMING TO THE ASTM "STANDARD SPECIFICATIONS FOR 9/16" 1 PSF CEILINGS -SUSPENDED 3 PSF FINISHED EXTERIOR GRADE. - JOISTS 3 PSF MISCELLANEOUS 2 PSF I, ALL. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT THE END OF 28 DAYS STRUCTURAL STEEL", SERIAL DESIGNATION A-36, AMENDED TO DATE, UNLESS OTHERWISE NOTED ON -' .- EXCEPT AS NOTED. ALL EXTERIOR EXPOSED CONCRETE SHALL BE AIR ENTRAINED WITH A MINIMUM PLANS OR IN SCHEDULES. CONCRETE - NORMAL WEIGHT 150 PCF BRICK - PER WYTHE PER FACE FOOT 35 PSF COMPRESSIVE STRENGTH OF 4000 PSI. - LIGHT WEIGHT 110 PCF 2. ALL FOUNDATION WALLS SHALL BE BRACED DURING THE OPERATIONS OF BACKFILLING AND TAMPING. 2. SHOP AND FIELD CONNECTIONS SHALL BE BY BOLTS, HIGH TENSILE BOLTS, OR WELDING UNLESS 2. THE USE-`OF CONSTRUCTION JOINTS WHERE SHOWN ON THE DRAWINGS ARE NOT MANDATORY UNLESS SO OTHERWISE NOTED, ALL BOLTED CONNECTIONS SHALL BE DETAILED FOR MAXIMUM END REACTION OF 3. DURING THE CONSTRUCTION PHASE OF THIS PROJECT, THE GENERAL CONTRACTOR AND HIS TRADES SHALL 3. THE CONTRACTOR SHALL REFER TO ALL THE DRAWINGS IN THE CONTRACT SET TO DETERMINE THE NOTED, BUT SUCH JOINTS MAY NOT BE OMITTED, NOR MAY JOINTS BE ADDED, EXCEPT WITH THE SUPPORTED ELEMENT; ALL WELDS SHALL DEVELOP FULL STRENGTH OF MEMBERS TO BE WELDED. REVIEW ALL LOADINGS, BRACING AND SHORING REQUIREMENTS TO ASSURE THAT OVER STRESSING OR LOCATION OF THE LOOSE LINTELS REQUIRED OVER MASONRY OPENINGS. SEE LINTEL SCHEDULE ON APPROVAL OF THE ENGINEER. DAMAGE TO ANY STRUCTURAL ELEMENTS SHALL NOT OCCUR. DRAWINGS. 3. ALL MOMENT CONNECTIONS SHOWN THUS ON PLANS SHALL DEVELOP FULL STRENGTH OF THE MEMBER. WIND: ZONE 3, EXPOSURE B, MASS STATE CODE. 1 4. PROVIDE MINIMUM 4 x 3-1/2" x 5/16" ANGLE FRAMES, AS REQUIRED, FOR ALL ROOF OPENINGS -LARGER s. ALL SLAMS ON GROUND SHALL BE PLACED ON MINIMUM 6" LAYER OF 95� COMPACTED GRAVEL AND PLACED " IN PANELS NOT EXCEEDING 1000 SQUARE FEET, UNLESS OTHERWISE SHOWN ON PLAN, INDICATED OR 4. PROVIDE GROUT OF THICKNESS AS REQUIRED AND 1/4" THICK STEEL LEVELING PLATES UNDER ALL SEISMIC 1/3 KCSW MASS STATE CODE. THAN 8" SQUARE. GENERAL CONTRACTOR TO SIZE AND LOCATE. DIRECTED BY THE ENGINEER. COLUMN BASE PLATES. ANCHOR ALL COLUMNS TO PIERS, WALLS, OR FOOTINGS WITH MINIMUM 3/4" ? EXCAVATIONS 5. PROVIDE 2 FT. CUBES OF UNREINFORCED CONCRETE AS THRUST BLOCKS POURED AROUND AND BEHIND ALL DIAMETER ANCHOR BOLTS X 1'-4" LONG AND HOOKED. EXTERIOR COLUMNS 2 REQUIRED, INTERIOR BENDS AND INTERSECTIONS IN WATER SUPPLY LINES ON THE SITE OUTSIDE THE BUILDING. � ..• 4.. FOUNDATION WALL CONSTRUCTION JOINTS SHALL BE KEYED AND SPACED AT 60'-0" MAXIMUM ON CENTER. COLUMNS 4 REQUIRED UNLESS OTHERWISE NOTED. JOINTS SHALL ALIGN WI 'H MASONRY CONTROL JOINTS ON REINFORCED MASONRY. 1. SHORE, SHEET AND BRACE EXCAVATIONS AS REQUIRED TG ASSURE COMPLETE SAFETY AGAINST COLLAPSE 5. ALL STEEL JOISTS AND BRIDGING SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL JOIST OF EARTH AND DAMAGE TO ADJACENT PROPERTY INCLUDING BUT NOT LIMITING TO EXISTING STREETS, 6. PROVIDE 6" MINIMUM THICK CONCRETE PADS 12" LARGER OVERALL EACH WAY UNDER ALL EQUIPMENT PADS ALL. SHORING SHALL REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED 75% OF ITS 28 DAY STRENGTH. INSTITUTE, FOR THE SERIES INDICATED. ALL HANGERS AND/OR LOADING FOR MECHANICAL EQUIPMENT BUILDING AND UTILITY LINES. PLACED ON THE SLAB ON GRADE PROVIDE JOINT AROUND PAD THRU SLAB ON GRADE. AND PIPING SHALL BE SUPPORTED FROM TOP CHORD MEMBERS ONLY. PROVIDE MINIMUM 2 ADDITIONAL MASONRY 7. PROVIDE MINIMUM 6" - 20 GAUGE GALVANIZED STUDS @ 16" 0/C FOR EXTERIOR STUD WALLS (SEE REINFORCING JOISTS AT ALL ROOF TOP UNITS UNLESS OTHERWISE NOTED. ARCHITECTURAL DRAWINGS. ) 1 . ALL REINFORCING STEEL, EXCEPT AS OTHERWISE NOTED, SHALL BE DEFORMED BARS CONFORMING TO ASTM 6. STEEL ANGLE LINTELS IN PAIRS SHALL BE PLUG WELDED TOGETHER AT 12" CENTERS. 1. ALL CONCRETE MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND SHALL DESIGNATION A615 GRADE 60. WHEN LINTEL ABUTS COLUMN PROVIDE CONNECTION AS REQUIRED. CONFORM TO THE NCMA REQUIREMENTS FOR LOAD BEARING BLOCK, UNLESS OTHERWISE NOTED ON THE ` DRAWINGS. ALL REINFORCING, INCLUDING COLUMN AND PIER TIES, SHALL BE DETAILED IN ACCORDANCE WITH ACI 7. ALL HOLLOW TUBE COLUMNS, WITHOUT CAP PLATES, SHALL HAVE A 1/2" DIAMETER WEEP HOLE IN SIDE 2. ALL GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. MANUAL AS AMENDED TO DATE. WALL, SET 1" ABOVE FINISHED FLOOR FOR DRAINAGE DURING CONSTRUCTION. , 3. WHERE CONTINUOUS BARS ARE CALLED FOR, INDICATED, OR REQUIRED, THEY SHALL BE RUN 8. TRUSS. GIRDER BOTTOM CHORDS SHALL NOT BE CONNECTED TO COLUMNS UNTIL ALL DEAD LOADS HAVE BEEN 3. ALL GROUTING PROCEDURES SHALL CONFORM TO NCMA STANDARDS. CONTINUOUSLY AROUND CORNERS,' LAPPED AT NECESSARY SPLICES, SPLICES STAGGERED WHEREVER APPLIED. POSSIBLE, AND HOOKED AT DISCONTINUOUS ENDS. LAPS SHALL BE 36 DIAMETERS OF THE LARGER BAR. 4. MASONRY WALL REINFORCING SHALL BE AS FOLLOWS: IN ALL EXTERIOR, STAIR & ELEVATOR BLOCK WALLS PROVIDE THE FOLLOWING MINIMUM REINFORCING 4. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE : REQUIREMENTS. .-..�........_.._.,_..._�.-...._._...._.� .-.�.._..�.....�.._. . �: •, Proposed ;facility for ' ,_ a. ARCHITECTS PLANNERS ENGINEEIV.. date b' 815 East Fifth Street South Boston,Maswhuwtts02127 drawn` _ International Inc. O V - GENERAL NOTES .a...__s._-_.._._�._.....�___.��.�_ �.__.....a........�n._...w.._,._...... . -TYPICAL DETAILS . 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