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HomeMy WebLinkAbout0148 WEST MAIN STREET - 24428 7777- - DRAWING , LIST ....... S I T E P LAN; 2 ', EXISTING TOP C OG,RAPHY C-3 TYP I CAL SECTIONS & CONSTRO CTION DETAILS L AN&SCAPE: 1 , DESIGN AR611TECTURAL: A-1 BLDG. C FIRST FLOOR PLAN A-2 BLDG. C SECOND FLOOR PLAN & ROOF P AN A-3 G PLANS ELEVATIONS`; , A-4 BLDG. D F I RS LOOR' PLAN "A-5 BLDG. D SECOND FLOOR PLAN ROOF PLAN A-7� BLDG. D BUILDING ELEVATIONS ST A-8 1 -9 A-10 A-11 D DULE DETAILS IONS FINISH : A-12 SC D A-13, C RCULATION. AND STAIR PLANS , ' HE ELEVATOR STRUCTURAL: S- $ECTIONS, DETAILS GENERAL NOTES -2 S FOUNDATION &, FIRST ' FLOOR PLAN- B LDGS. C&D S-3 SECOND & THIRD FLOOR FRAMING PLAN- BLDGS. C&D s-4 DGS. C&D S-5 FOUNDATION, FLOOR & ROOF FRAMING PLANS- BLDG D NORTH ,W ING P-1A BLDG.' C REVISED FIRST FLOOR PLUMBING PLAN P-2A­ BLDG. D F1 R S T FLOOR PLUMBING PLAN P-1 BLDG. A PLUMBING & DETAILS P-2 BLDG. A PLUMBING, RISERS & DETAIL BLDG. B PLUM BING & DETAILS P-4 DETAILS P-5 BLDG. C - PLUMbING '& DETAILS P-6 BLDG. C :PLUMBING PROJECT- TEAM. BLDGS. C&D VENTILATION PLANS V-1 BLDG. A O S V-2 � D VENTILATION OWNER.- FAWCETTS POND' APARTMENTS COMPANY . DETAILS BLDG. B V-3 T TAILS itge Drive , Quincy ,, Massachusetts V 4 BLDG. b VENTILATION� SP'ON.SOR.& ISONr INC . ELECTRICAL:, 1776 Heritage Drive ELECTRICAL SITEPLAN DETAILS E-2 BLDG. C - FIRST FLOOR ELEC. PLAN � N E7 3 BLDG. C - SECOND & Th I RD FLOOR ELEC. AN , :,� PL 1.776- Heritage Drive ,, Quincy , Mas E-4 BLDG. D - F1 PST FLOOR ELEC. P LAN E-5, BLDG. D - SLCOND & ThIRD FLOOR ELEC.' PLAN BONDING COMPANY: E-6 E-, 7 RISER DIAGRAMS E-8 GOODY ,, CLANCY & ASSOCIATES , INC . E-9 LEGEND & SCHEDULES 3 t , Boston ,, Massachusetts STRUCTURAL, 'ENGI NEER : OCIATES',, INC . t ,, , Boston ,, Massachusetts , - ELECTRICAL ENGINEER : VERNE G . NORMANASSOCIATESt INC . 500, Granite Avenue ,, Milton ,, , Massachusetts MECHANICAL ENGINEER: ATKINSON/SHOLTER, INC . Box '269 , Mattapolsett ,, Massachusetts CIVIL NGINEER. CIATES , T : � 7RAK Main Street ,, R PROJECT STATISTICS ' AUNT MATERIALS ABBREVIATIONS 11F 0 N ID> TY15 er-T IT BLDG D C BLDG. TOTAL/TYPE��, 0.,C'. -CENTER d AT ON CONCRETE � T- TYPICAL LBR UNITS . ' 37 53 90 A.0 AIR CONDIT10NING G: OGEE ALUM. ALUMINUM OPN'G' OPENING WOOD BLOCK APT. H- , HANDICAP UNITS, 1BR 6 4 10 ', OPP OPPOSITE BLDG. BUILDING 57 00 units total � 43 PLYWD. PLYWOOD BR. BEDROOM PR. : PAIR METAL r //Zj CENTERLINE QTR. QUARTER. FIBE CLG. CEILING Non- Liv 1 unit "REFRIGERAI'OR CONC. CONCRETE REFRIG. a CONT. RM. ROOM Rent 1, living Units : 99 units' RIGID INL mm N DOWN S .C. Number of open Pa rking Spaces : 100 DOWNSPOU T SHT. DETAIL SIM. DWG. DRAWING SPECS. SPECIFICATIONS NORTH EL. T&G TONGUE & GROOVE; MBOLS ELLV. TOADE) OR ELEVATOR ,,� EMp.� TEMPERED EQUAL T.O.C. � TOP OFCONCRETE XT. EXTERIOR TYP. TYPICAL FIN. FINISH WITH FL FLOOR WD ' WOOD EVATIONS G.W. B. GYPSUM WALL BOARD GYP. GYPSUM I IONS H.C. HR. HOUR HT. HEIGHT FOR A.M. SECTIONS DATE TIME P.m. M 9 INSUL. 1148"ULATION L OF 27 60�2 , DETAILS PHONE--_. NUMBER EXTENSION UNIT 'OR, ROOM NUMBER AND TYPE, �MACH. MACHINE MESSAGE MECHA A /EL TRICAL--, NIC L EC T A UAIN .......... GR. KANAG E R M M18CELLA14EOUS 'A SIGNED METAL ION ',;XISC WINDOW TYPE SITE LOCAT nivers(011"4800 NOT', IN CONTRA 'T " C. WALL TYPE PERMIT #24428 ELEVATION MARKER ETT FAWC S POND APARTNMS COMPANY et Hyannis ), 1982 H Y- -A-NNIS MASSACHIJSETTS MA06 0020 007 FHA 023 35227 F3c>ftt4:)w1 IPI"4v 70" �7_,7 rAwccrros PoAlD CA G*9EA T POND) 4 ict, 4- u AO% owes A* vp so ovowammammom wommwaft am" llow 40 mww�_. 000000 .00 Im ...—mom op 410 so," ............ ......... '01 50' -S4E7*SACK r yp cAkr /0'_ .lwm��_w 7-0 .3 S1 ZC) 2'40CE.0 , */,oc /0,LONG 7 S S14ALL FILLED TI? 8C IAISTALLCD SUC14 so TOM OF 7T'INCE H Is NO 7HA 7' 7WE L (A LOWER 71RAN Aj 247 PA rl O�-C ARCHI 7-,tC-w/v1spou DE 7A XA MV?A L �)A W1 NG S FOR fq PICAL DROo A4. 4Z(4 N) Z-0 4. 29 ('4 i'C) �ivr coyvc rc PA 7 T VPICA 4. 010 % �o ro N T c �s WON/ 0000, 00 6fz OIL r �4� ep L) 0 op __T jiT �q D in RE71�f -b ro Lw6 DEEP 6N 0 v ZC) C.4d 0 R lop 0�p 0 0 r* 011 F* BCRA4 0 0 A ir 14 f-A A C.M.-Y 7 P. /0 1&0 .90 65 ORO POt fb CURA r 0 YIS 7*/"G 7_QE4E a.C.'ri AJI L GOP *601, AMP r 76C WEIL -S Off 0 ­R z7 r -ERRA CE-S S14A I-I- ABC.DC L11 ELD. eTYPICA�.. IN ME F1 7 00 +00 �IAI 0. r6 44' 4 0 OPK 1XI 0 C.op— 'o IV 41, Z* '00 C Y jc 000 GOODY9 CLA'N C & �ASSOCIATES I N 1O)o 6A --;4 651 7 f ARCHITE CTS -2760 1AIC3 MA4.4 A?Y 0%w SU (617) 262 :.01 *4 S AA104RD AOCAES 334 BOYLSTON STREET 7. BOSTON, MASSACHUSETTS 0 2 116 -ry o. WAIDIC.4P SP-410ES -ov 4e P. CONCRIE SP4C46S G�MA140 WrW /040 -V) 7 PA D T' 6 6 1100, 710 TAL AREA ' aSo,. 70 S. SITE PLAN E 5 7' /VG CONCRETE 84CUAID 'r4oRCA4A I IV UAID I.S 7URB ED La;r C 4BUX D IAIC 0 VERA G46 L C. I_CACNIIVG� C14A AofAS NOTES : M .2.4.40 co 00 0 A 0 do x 46 49v 7-A PP//VG t5tfEE ARNSTABLE CONSERVA N' OF B rE�.VA L VC 484ox :A- _4' GA T/O -(PRO 400, C.B. CA TC14 BASIN TiON COMMISSION ORDERL OF CONDITIONS, FILE EXISrIYV49 CHIMNEY CINEC _y� I*V ............................" 000�I 7_ EX . .6 V INJI 3-617, , DATED ,JULY 16, 1980. ILLAGE A T E V "t OC 7-0/y %s/ ev .Q- NOi SE (YCRIFY CL Z6.7;t) MOW 5 Oro*cp - DIAMETER AND LOCATI.ONIIOF LEACHING 21 Ex Is 77<03 Z4 DEPTH FAWCETTS POND EPAVAIC DUI,7,.L lid% CHAMBERS SHALL BE ADJUSTED IF AND AS RE A y -00 TEL ......... --\0010 ICAL ow-, _000", - L";I I �e I- AIN A MINIMUM 3 VERT BARNSTA LE (H NNIS), w EX/s r, L IA14E ECT T 11P r -.TWEEN THE BOTTO11 OF CHAPBER AND THE ASS. S. I -GR OUND WATERN SEASONAL HIGH .95 C# PR LEACHIN PITSI, X 20.46 eo IOR, T DRAWN BY ;94'EX r /5.89 TEST PITS SHALL BE ,EXCAVATEDTODETERMINE THE -ATER TABLE ELEVATION, CHECKED BY 0, MARK &,Aft. SCALE /E. CoOR. C.S. 20 NCO A7CK T�, 14CAIC VWREA' m OCIATES, I co"awnra 1311411=8 DATE 4% 410 DosTm .......... I { Stcl Arf•H Frmor i¢ Existinc,� .S�ursl.' use 2 .S BricR G rout COUrfeS o`Cs I,�' ' � LOGO to bring ill.H. /Piro $,i/in. O -, Ring Rvbbev* ta/4' i�dE�e%� GasA'et at✓oi�fs ` `� ` � ' HANDICAP PARKING HP 4-OM 04. T , T 'Precast RcI�7f Ccc M. A/ Sectivrns 817' CONC, CG/RB/NG f Br/cif Damon � 1 y a + a• o i AS SPECIFIED I2 t� BY S/ TE PLAN Brrc/t �a6✓e . r • Va i�rs <T Y. ,) Channel 3 'Wgpsh IIre ' 6 C. + - Asb.ierrr. �r o/ Pipe Min .. :R� LD SECT I0 N 6-1 s (SEE LOGO D ET A / G _f . .ABOVE) ... � } TYPICALLiNE PAINTttG— DETAILTYPIMANHOLE m, r NO TE HANDICAP SPACES ONLY SHALL BE DOUBLE STRIPED ALL OTHER SPACES SHALL. BE SINGLE STRIPED, SLOPE VARIES 3-0" S'- p�� I Is 2z 0 4, O SLOPE VARIESR CSEE PLAN) SIDEWALK (SEE PLAN) T. , B / CONC• PAVEMENT / TOP COURSE 6 C OA 2 - 4 lv LOAM SEED 1 %2 ' 8 /NDER COURSE SEED EXISTING 6 GRADE- 3 P 31/2 7 !o"GRAVEL Z BASE A 8, GRAVEL BASE PRECAST CONC. CURB (T YP. DETAIL PRECAST E C ST j CONCRETE CURBING TYPICAL DRIVE N.T. S. SCALE: i 4' r i JT t 3 MP. WHEEL CHAIR RAMPS S FOR SIDEWALK UP TO 8 WIDE SI f for Gn 0 y A rr 1 e J' z 0° fr 6 t/ on C k 0 -OAvs/t•/on z 6 - O A 9e orn r /gyfj p ®p ce o,� Ct� NO TE5 .• -_ Qd/ti o r urn /o .S� � 8 C�+rs t Variable to lot /� tobe Sef of each Perimeter. Max• �_ - 3 . porking space where cur-b/n is no g .l fob e a //75 /0l/ed le -elsewhere os shown - on drawings. oodwo ..• ., -... , •� 2. Ilse L B.tSurAce Course AirEntro/ned Concrale. , , f Ou t& . TYPICAL CONCR ETE BUMPER BLOCK SECT/ON A —A kv L S. ){ 4'-0" 3-6 - 5.2- 5 -O" 2'-9" * 6.3 6 - 0" 2 -O"t 7.2 7 - 0 / -3 t 8.0/ 8III 'O" O "O" 8. NO SCALE 1 uc�i n vc vvrr••crG� qnv rvvnVvisvir. 3 Portland Cement Cbperete Ramps are to be Textured b _ y Broormin9 in o 01,h- 'rion parallel tb the length of .the Rar»p. 4. In ` No Case ore the Ramps to be p/ocrd behind the Stop Lirw. These Dimensions are subject to change in the field if' a Existing ,4ppvrlenonees or conditions will make th• Ramp Locotions irh aclicta/ or Qnsal'a. Pr- EXISTING GROUA/D (UNDISTURBED) h"RAME CC'VER _ R/M EL E VA T/ow _ „ RIM tL EV.4T/O�t/ 6 L OAM � SEED SEE S/TE PO qA/ G�ATE(f�-/D LOAD/NG )_ S/ TE" PLAAI) ►— Feme _ _ - - _ A P"9 Bir.CT w•.y e� J v •' D'.': °:: o • v i • °o o° o o 0 o 0 0 0 0 COVE-R DES/G/�1E0 FOR f-/ f.✓reeof'.t�ro/�'i• ' 000 0 0 0° .- d LOADING 5...j.0:Gt 00 °o INV. ELEV. ° °o ,� s e _ r" ~40r 0If:&E /- PLAN o ' RA1 140 FABRIC AROUND CAMRE TOP OF 0 Marrii All dbinAr , O ° 1 y.�,,` •r- W o CRUSHED STONE (0 IV OPEN//VGS W/3" ° (ovMin9 to et W Q ° ° �IJTERD/A. fi`/3/e, 0 ,. h Jn Riser 0e .r, e. M. P. -•�'" 0 0 INs1oE O/A. o o' s i W ° ° ° e GNASHED CRUSHED STONE o 0 0 6 Yl ALL AROUND, FREE 0 IRO/VS F//VE5 AND 000 0000 0 0 0 ° k �� DUST /N PLACE ' GAIED°°°� DES/o 0 0 0 ` d Ar77 Gvt H-/O LOA /NG o0000 T Con/Jecfio/7 o 0 0 0 0 i yp , o 0 0 0 0 0 0 0 0 0 0 0. MARAF/_ -/.40 F/L TER FABRIC AROUAID ' 41H Stcos , ..._ l or .4.0 Pipe ° ENT/RE PER/METER SET PRIOR TO Q A _ C/A/ G STO/vE Iq • , � ' •. iTyPi i NO TE : EFFECT/I/E 6DIAMETER • ` - j PR/OR TO FABRICATION, TEST PITS J Min v rl�ar SHALL BE EXCAVATED TO DETERMINE DEPTH OF TYPICAL CONCRETE CATCH 3"M�ia. 3bar LEACH/NG CH.4MBE�PS BASINS . I THrQU �ZZ' ��4'/� �'v.-�.� cr. �11W17- o,C & LEACHING CHAMBERS q 5 /%•30L 2. r�"4r YC. Pr oe PA EWHAI7' & 6 NO SCALE PLAN RIM ELEVATION- G ''L.OAM �• . r :� cell 2-O 8 t/�s E� (SEE SITE PLAN "RATE RIM _ ELEVAT/O/V - toy Cover �' PROPOSED D A ' 0 C� NC , GRAQ E (SE SITE PLAN] Freme t yyd.-apt confbrir, n to F AME COVER ASSOCIATES, INC. R � � ' ";/ C/eei � Wir''ei Ut / St�nda /� ' .!. • S 24.E / AQ � oyused - i ARCHITECTS (617) 262-2760 : i b � Frwne /b d5e / in PiLrC4.7I f+o%iCr� fQ _ ' -- Q Fa// Bed cif' A4066v- _ IQ/St/' .Sec hon -, e ; .� Pr Rein �..�..l awa/s..tt : • • . 334 BOYLSTON STREET s J T.[ DETAILS s ,�.: � N { Conc H i • +e � r- b�; :� • ':o Cover Designed BOSTON, MASSACHUSETTS - 02116 V .�. Curb •v•ca R c- '.ot� s . f0I- H- O Loading '� , T o Coa t �av died � - � °� � � � � c OpeynQ to n. r Inv: E/e OvrJts at! Yl � In Riser Se+c/ro✓� - -- - i . V. r r»v� p ° `�� - dZ�Fi . /40 Fabrj4C tb Arin Al # Rim, `} . � o see Ab* / _ See P/on , � 9• 1I� � air+e�d E�� � � . � - a Aro�d Entire Top M h� r, off' Cashed sto�rne TYPICAL SECTIONS O RingRabb ° 3" ° s e a a0in O enin9 aV ° o o 9/4 � to !%0 Wo s hed Gbvac. M• f�! r Inside Dio._ _ ,� : o v ° ° crush difW ea Slone all CONSTRUCTION DETAILS Q o W W o 0 0 0 0 6 orovnd, Free of Irons ; Hydrant Orein Rin .. p 9 000 000 Fines and Dust in Plane Brich AAlNo Dro Fran!` T M �- Sf�'t' 0000 0000_. W s Gnaw/ et Ltasf 6 9 Deli n d for o 0 0 0 00 0 0 • I P� P Abovre .�,/ _ N o ydr�r�/ G?rmin. /O L o ding :` 0 a o 0 0 0 0 0' Mgrc�Fi /40 F//te/' .Fabric • f'rec�s! /4in / /V/ o/� 1/f/C : e. - 0 0 0 0 0 0 0 o 0 0 0 o Aroa7d En1b firer/!�?eter Abovit /n✓ )b bt !C4 Coxre�on •: r.�' • . • �ri•r� C/ass . H Base �' S/sb. . C f� / G/Pai Sat f�rior to P/d�/n s>one VILLAGE AT - Diays�ySer oi' Fine M ' � • : Thrusr` B✓oef to o � 9 II II • - FAWCETTS POND. C inenf Co�c�r� , .: 3 Mir , N Y • • - 6 Min'o� A�Iinho.r C ss C 6,� /4 x /I� x.3 A//fit - . �r Wh .Curb t � - o -9-0 6 N ,� or a ��e ,S hs�a/� she 0, T BA RNSTAB E L (HYANNIS),n9>o8"Mii� /b Its r NXe�fie , r .. • N 'T7 _ _ Nor s. �O O E _ Effective Dmrntter' 9 D �,l�• Undis�`urbao�fe�r/Iy /he E ina�sr Coxsr N .. _ �/ n'9 sr l�imv+e/ MASS. 6 D�� x 3 O Oee is �/OIY rant /' PROJECT NO. y� O a�n /JFace of'f'/ Flush ornd to Rro d Pe e�more �n � groin Face of . SECTION A& -A . DRAWN BY c� TYPICAL CONCRETE CATCH BAS I NS & LEACH I NG CHAMBERS 1 2 & 3 ' i t NO SCALE CHECKED BY r MAN HOLESEWER_ _ HYDRANT SETTING DETAIL . C. M;�. o., s . � S�ee,,�• Verticel�Foo , :Placed ,.4Cti'Or1CJ�/CALE ng r`o AASIVO t H. W. MOORS A►SSOCtATES, INCiNC, AS NOTED - _ Oesi9na Ton M/99 — CONSJLTING 0401NEERS DATE sOSTON MAJSS= 4 -28 #: x , w ..............::.. . w.,,v,....i,_. .,». .. ..:a»w,. w<:_-_ ...... . ...,....._ _ .»._...-. . »_._.__:'o., . .:.:.:.. .. ..,., _. ::. ,+✓.. ....... ... v:.:::a.._-.: _,___.::. _..__'.._.__ .. ._.. ... .....,__.. __._.. _ ._.., .__.` .. ... __. -_. ._.. _. ».....__-.... ,_..___.. ».— w ._. ,._. _ _ . ,.. __.. ., ....... _.iW. _. ...'4_., ,.:.v✓ yen k.ri n V/ .7 WOOD wck 77 _70c�CK 7e;_,eo.6o�- X>47177 /eal C714'0' 7/1'r c S C)ZIV 71,f:�IC _A�2/77,4Z /94 7' WO 1912V' OP47. NO. Alyrr 91nr /y/9MIZ �Rlll 2�A -R,5 C-.* A 0 u H'o c 0 YC e 00 'woe cc, �171171;leelXre-.r 46 oe Ec lolle.�? r4; 3 D0U4-)y Ae ZOE <le'lnrcell ksltAo C�71_lel Z!�6c/-?Po 10009"Ilc,- k-rro�7"97/- rc/, 141 39 z 7-8 53 20 e, .oVevecoe ..41 Re,, 7 133- ,t:?c%ro ,rloly�6ol,,elo Zee'ey _,pot ,/2s-o cAf' 00�704A_V<7 �DC -2- �oe Ole< x ( i�. re . 0 130 f�arq "W'90so eo"t's.'ec -7c eov el -,4e, Abc u're ,z nor' 12" Fdl toe Ile tlk7 Wz7e8.--,er ____i -7��641�7 ,V/,-/717 -Z 97 0 63 - 3 rt 3 -7- 91Z R 2'-13 I " — ,3 -9,o,: 93 ,I Al /6, 94 0�41 ISHA aas 3 jt�zo&o .62- .16- 27 S_ 613 119 z2 �-,3' 6# /0 VZb&117UlM 6A' 2-3 78 9_—QY�70 43--le" -7­1?�-6 G 0,7, ;Z lo� RJVIS 604611- 77 /6 72 6 oo�ooe A 6 ChI7,_re,� oo- oee"-,o-? 1,S& p 0524(7&<7 A 7 -7e7 ;el cl �4 Ole" 3 4 A 9 2/-Z�'z Z2 - 63- 0' A, -71 18 _2 -Y ai L) 13 If. _27 - 31K Svvcele�' Ilmre*47 X-) 4A 0 S-1 3 e9 & ,36 5A� 4 17e ,37 9 _Ao/z�� A2 �-e�7Cos /7 .2 -,3 y _-Z 24:n 3 63 A .3 10 64C3 17 Aq�o Ell) CIO C2 3R, X3 39- 3 .w -,-e 'Ile 8 id 33 o\ 3- x0ltne'o loeelob"17 IZ - 2 ce 2-1- .4 e7 llele-x_0 1.2 C1, 4 -7 7 v :3 �W IV 7 3 f A� All, % GOODY, CLANCY ASSOCIATES� INC. .3 "h. ARCHITECTS (617) 262-2760 7)LI I 334 BOYLSTON STREET bpi' J)L BOSTON, MASSACHUSETTS' 1p 6,2ze 0 ID V A N K ca.A-d A 55 0 c f A T*-F- 5 0 W X_ F_ Y KA :5:51 4/7 - 9-18- 7747 r? N, Z) T+4 f:, V r L L A C4 F_ A T FA W C, F- T7 '-T cm, kJ1 7/ a 'E.., zl,6 JTYA N M 0 5"t h4A.5SAC H U 5,4-- IT�5 ey6l 171 e,517 4 L A N o .5 A P E: 0 It D pROJECT NO, A5� DRAWN BY C.P.T. 7- 9� CHECKED BY c Ze� 7 /72/ 4, 41 /,Ole SCALE DATE A PRI �L X6) 81 eldl Ile �_3q� 0;2`1 44 Y1, "ie le, IA jj Its, I 4FE w 2 k k C rR 4' 0 ff ME M- I Mu������� a- I!LL-"�"' m U'llik oF#il I' FIE 11 r7so I F171 F171[Flk�l 1�171 1111 Sim � I�I�IIIII IIIIIIIIIIIIIII i. v: , r > , ,x , , u' m , 4 , „t , a� .. f�at�lat..: e. �.a ll, �,e�l�, )€, ,a'1$?>:L.f'..✓.x a .� .c. W..v .'3ri:a ., .....<: 1::,:.:.. tLn....s.n. ,. ,.ur:aa�uk.�. ....:...x,S`a3...,:l...wJ:,,. v9.,,,u.... .M: Nu,.. #iw,+. v.,.n&e".vwkse�,x.w. u..,, .....s..... ,. ,..iw , e.. .. §.. n. .. }�... ,.. ., . ..»... .. , ... <, ... :. -.,... .. A.,n:..,,. 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Ali J r�-YwooD �� S�EAT'r+lt•k� � _ I I I �I Li LATroIJ T APAI21'MEfJ7h I ' �x T�rzlorz w,r�, � �FFI"r ov�Ez �?21k?'tJ I2AL- PiZAW I NCB 5 � � I ". f�Y Wood T21M F Ix to wcoD T2IM o,�� y 2 x to E.X 1'E tJ 9 r (10 �xTE,zlo2 G-�YP,LJM ._.., Lrl It15�Y `► ..,� r �XT�21Di2 .W 13 soF�ffi o✓ oV�R GYPSUM 5�+5i-A -4 G� IxloWooa TRIM F�rzRItJ a _ 4 I; �2 � woo D TIz 1 M oVER WO SHI M5 _ Ix IZ wD TfzIM ewe, ovG rz Ix to wD Twr�i o/FaZ G YPsUM J �XTIDr� �,W,13,�A�FIT W[D TRiM Ti�LI- 5�E- S�fZtJGTJ�bL 1�2AV�IJ I� li OVr✓R (x 3 WOOD �IJrZIZINC� FRO1I Ix IO 2X to 4 r o, i � rH I G W to 5AT r 1 6J L A'f'io fJ -- ' ��LJA2D IZ,AIL I J, j AND �Ah� , TYP I G h t, j F�1F-rzIN Ix to wD Ts�.IM oven n FL oolZ i t_ i; I. i I , I - -- Ix G wD �wMN ��YorJ17 ��f iol�..� - ��.dDZ ��'i'ID - AU..� DDT✓ ._- Id - - A' 8 ` � ', D\/t;rL GYPSUM �HEATNI�h I 2x his >�.7" 1�' o.G. vV/ � -� - �3 �E.L•E-D GF-DA� SIDINC� oVElz_ GYP, hI�GATrIINC� �,--.�,) TY►'IG,AI:. f• � ,,, .1 971, ,�: PLYwa�DF �NTrtluC F p \ 2x 2A�"I'G25 AT m � r r� �. � I ,,Y-- � h IM l o •--_. � \,, \ 2 - 2x 10 5 W/ 501-10 ,. ./ WOOD �jL�K 11.1G� t Hzl� DPPVLEh G�PAIZ SIDItJ oV�rz_ 1 y -O I �iF.VELED G�DA2 SIDI�I �V�L. 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OPP- m. 2' DEEP x 2' /pE x /O' LONG TO 3" S/ZE) x � , ... / $ BONE (%a ' ...° 1, ° FILLED TRE/V CHES SHALL BE ,INSTALLED SUCH : � � �_ � �°.. �\ � z \ `" THAT THE 80TTOM OF THE TlPENCH /S NO wN=. LOWER THAN � � O / lL. 2/. 7 \, V R• Z \ Vi aa \ a�w QOW/VSPOUT (7�YP/CAL )fq 70 Vi — CEMNT COAX R E 5. (T YP/CAL \ �. m ) �d`�E 10000, s z :SAY Gr A i �, � V •E P - R � � �1 ,:,'s � //^ n\ � ! Ems. N 2 c h2 1 /a y o N. CID V ' % 400, .1000 b i va u° i 000 IV) .3.6 lox Ills �df i g 1 Zo 9 C� �'� •(D j PAINTED v: - m N N CE -NT C N R17 STRIPES O C. a, TRANCE PAD J '� ♦,i p I d TYPICAL) _ \ ,' r 3 ° / 3" p / E iA. 3 v 3J C,C'4 TAN :BAS /N CCU ' /N \ Q O R P ` L'T EXISTING TREES TO REMAIN ,`PROPOS " 5 REQU/RING TREE WELLS OR w,. C - ' C . pl C H A . _� R - 7.40 `�- �� AMP TERRACES SHALL BE DETERM//V M. P L ya + E" 1 -- -- _ ,mot" I u g K 23. 90 - - - �,,f, j /N THE FIELD. (TYP/CAL ; �� jPfz taij :. _ �" _C . B. CAT i �s _ --- _ \ _ C BASIN t P z r _ (_ �r 3 ' FAt,1_ UR ellFP, o 4 5; 3 A t.°��. f `" o_,- I= , .ate i i G P .�..t j T- ) \ u• .f �l 5S7. NGu�R.D SP.4CE5 = 90 R I x� I -'''' yea �. 22_ i R P xs � i r N E S. _ PROPOSED CEMENT - 4 ' ��• " N_ P /-SAND/CAP So,4CES = /O 1 0 A� JPA�ED WA RW Y CONCRETE DUMPSTER % l Z PR Fz y r A �(NG SPACES GRq D TOTAL - T P / Ct� -� /CAL) �, PAD. (TYPICAL) HM l N EX/STING CONCRETE BOUND FDUN - O T A - i a y T _ ® t ,; O RE ND/STU/2BE y BU/L oilvG LOT COvERAGE = F T MA /N U D v ; ��li ,w / j P \ / L .C• --- -[.EACH/NC,, CHAMBER - CD NOTES-)o i/ ,, ` • :� .-1, ALL WORK SHALL CONFOf,f1 .TO THE APPLICABLE �8„X 8 TAPPING EEVE TOW IN L vE sox REGULATIONS OF THE TON OF BARNSTABLE GA TES° _--.— ,Y « :v: D.P. W , AND THE TOWN OF BARNSTABLE CONSERVA- X/ T /NG H I MNE Y 'VNEC T I r ✓ _ E _ s - c- -- . _ C _ AI \ C. B. CATCH B453- / / , rsa� COf1f1ISSICN ORDER OF CONDITIONS, FILE (VER%FY ELE'V LOCATION � S/ ) � R= � TIO 1 N NO. SE 3-617, DATED JULY 16, _930 EX/STI G 040 CH I NG TELEP )rE �.'on/Dui T, 2. DEPTH, D I Af IETER AND LOCATION F LEA °� � � CHAHBERS SHALL BE ADJUSTED IF AND AS RE- N. �� EXIST/ TREE L/NE -- w OUIRED TO flAINTAIN A 11INIflUfl 3 VERTICAL� S MH. TO A/N ECT uFTwFFN THE BOTT011 OF CH,41?BER AND THE 'el _ �.a R � 9.s M ° s SEASONAL HIGH GROUND WATER, a a ' \ r = 20.40 (� ,, NEON) ✓;. w . F u. PRIOR TO CONSTRUCTION OF LEACHING PITS, = ...r 1= /5.89 (8 "EX /ST TEST PITS SHALL BE EXCAVATED TO DETERf-1INE -� THE �:1',TFF; TABLE ELEVP,TIOfJ, BEIVC/-! MARK -IV E COR C. 8 ,res GOODY, CLANCY & ASSOCIATES, INC. ARCHITECTS (617) 262-2760 334 BOYESTON STREET BOSTON, MASSACHUSETTS 02116 SITE PLAN VILLAGE AT FAWCETTS POND BARNSTABLE (HYANNIS), MASS. PROJECT NO DRAWN 6Y V CHECKED BY Kr W. MOORE ASSOCIATES. INC. 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