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HomeMy Public PortalAbout12 July 2016 Site PlansLEGEND � PN yp_ l.BEw. B- WXrmo H s C.p a� . 6FwH OVi —o- aRaP. DN�E � gpCIM WXIFOL fl4 X32 EXIST. BUILDING TO BE RAZED m DRAINAGE NOTES �M HI B60MAL CONTROLS OF THE PRO4ECF. ZINSPALLATION GE DEE SGBSVRPAM CH0®m51S TO BE PERFORMED ACCORDWGTO RECOM1PffNDAT10N3 FROMTIIE MANUFACNREIL 3.TNEMW0 DLEAEANCEM0MEEESV POMOFTBE SUBSGRFACb DBAINAGE MTBS1 TO REFUSAL OR GROGNDWATFR ISMLREBBS. wIfINEVENF TBAT 1lILS ¢PARANCCGNNOT B¢MAATAINED. eNGL�2F8rsroeBNOM®. a. ALL DRAINwce eawc Ls sDR3s Irvc 5 SYSSEM WDl BEQVBIEPERAIDIC ASPECFION. FPNC6 SURRO[INDHPG PROP2RO BEREM0V1TEEI® GENERAL NOTES I.E%ISl]NG CONDITIpN55URVFY WFORMAT10N08TABiED FROM pRE SGRVEYINOLLC.. wINC4BiSTEP, MA. OWNER:CLIINFA ONMALLR&SPO MC FORSOVRCPS ANDAVINpRRA1fON TO USEFLE¢HONICANDRECORD FB£5. 2 TIVi CONTRAC[O0.$ISAI.0 VER4YALLeRISTMO WFORMATIONONTS ND AND SFWJ. REPORTAGE DI.SCRFPANCCUS TOlF1EENGINEEV QAMFDIATELYPORAMDEOMCI$ION mIORTO CONSTRUCTION. 3. ALLAREASOUES OF' T OF WOIX.LA'ES SHALC NOTBE V19NPREOWANYMANNE¢ BY TIVi CpNTRAC]OPPAATIONS.'F10N3. "fFVi CONTRACFOR 3IWL%EEPOV[OPTBESb AREAS ANO PRFSERVETIPRE%15TMG CINRACmR. <01$'FAV.TE}.BOppRY FA0510N WNROL AgASUBFS PRIORIO CONSmVCVONF®IAPPROVAL BYTI¢DE410NENOBiF9l $,mOVOESNOOTHTRANSFHON AT GRANGES W GRADEEXCEPf AS ViDIGTBOONINE DRAW WG9 ANDAS DIXFCTFL RYTIINHNGViEEIt. 6 TIINCONTRACLOR SHAL1. VFADY TIREOCA'RON OF ALL UNOERGROVND VPW'fVS PRIORTO THE COFUwIiCitr4]FI'OFNNSTRIENEG TNTCONDUCEOR$1WLBERELOSMA EEFORALL UNOERGROVNp USILIT'LPIES;ACDVEOR NOi,AND3HAILMAATAW A 603EAN0 CONSTApT COMACF WDDAll.l1TB.IZYCOMPAN@5 MVOLVED. CALLD145Am S5L3K]333 ,. AECEIEVAMNS AREREFFRENCEDPOANASSVEINODA' RNNRACFOR SBALLCONELY WBEA3LRBCARVEB4:NN'PS. PFHABTINO. ANO LICENSES ISSVEO ATTHBEEBEEALSTATEANDIGCALAGPNCIES S. CONTRACDIR SNALLCOORDWATEAI151TE VIII IXGS DVFMEM'3 WDNTBESOWN OEWATBR ,DFACINS. I0 .EEGM+ERMUDBECONEACIEGBYCONFRACFORTOPERFORMASBUB.T66ASVYEtiDN'F3. II.OWNQ•1AEVELOPERIS TO CObH1Y WDHALLOF NASSACMISEfIS DEPSDE DE VEIAPMENi REGULATEONS. LAYOUT & GRADING NOTES L CONSN.TALI.DRAwWGSANDSPECff UONSFORCWRDWAVONRFgUREMF.N]5 BETwEw wu, mADFs mloa ro coMMENcwp NEw cwRsmvcnoH 2 IACA90NOFE]ySIIIIp UTpIIffS 9HOWN AREDIAGRAA9fAlIC ONLY CONDUCD)RSHAIL CONTACPTIVIPROPFAAVLIIORTDE4INWRNXIS CONPIXREEDDERESGEDOPALLEMSTO VDLDIFS BEFORb COMM1@NCBIO WORK ANYDAMApEWCURREODVBWGCONSTRVCDONTO ANYUT6DYSHALLBEREPAOEOHYTNECONLRA(TOBATNO ADDDIDNALCOSI'TOOWNFR 3. COMFRACFOR TOBEFFA TOA SVRVEYORPLOT PIANFOR ACCUMTEOFFSETS TO ro moPmn GHEE UTILITY NOTES: Vm.RYNQIES_ TI�CGNPRACIOR SNAV.BE M$gN5®LEFOR VERHYLNO AIm DEFER.SIDiBIG TIRLOGTIpNSPlEANDELEVATION OFALL E%ISTINO U'IDIIIE$. SHOWN ORNOT SHOWNONTMS PLAN. mIOR N ANY CONSTRllCDON. t16 PNGINEER 3HNL BE NOT6BO PI WRDWGOFANY VTIISTPS EYIVNUHRERFmDIG WffHTHE mOPQSEDCON3TAVCDON ANDAPmOPR1A15RQ.®W.ACf10N BeFOREmpcv=nwcwnxTBEwpRK 'PHEIAGTIONOF AIf.UM1EROROUNOUTLLDffi SHOWNI6HEON ARb APPRO%PUTE ANO ARE BASED ON TI@ D W D IACAT6IN OP ALL VL41B1E SFSUCNRF3 SUCH AS CAECA BAS W S MAMIOLFS. WATEBCA24. EIC. ANOCOA@DEDFROMPUNS A.MDUBY VARIOUS U'1 U.ITY COAPAMbS ANDGpl'mNMRB AGINCIES. ALL CON[RAC1'ORS SFlOULDNOT6'Y. DI WRI'EWG. ALLIITV]TY DIpSA CALL ..10SAORAGENCRS mOMTO ANYIXGVATION WORK FE AT I-Sgyi:JMb AS BUILT NOTE: CANPROL CONTMCLOR 19 fO CONIACIENGWF.ERRIR AS-PUM1TMFASVR (TYP.J °� , asr i n m10R iOHACHmILYG DAAINAGH SYS]Fb1R b rr��,, Wa Sara TEST DATA w S /\'J`�Rti OY aa�a�.r �1I�'wawa m as n4 l� v' a'AI yi n.r B%I51'.1REHss TORE PRO'CECIPD v e1 K >• nyW - av 119.80' ssa m nc au) iuni :� d-Yw ems. fRV0.�. Ywr A oIa' M Y aWB - � awrYw YI VA =6—L 1 l �. ill (IIWOIM6 dI venom o �.- • o :.—e oho o®""�. —e� CHURCH ,STREET 1 K Y FLIDt v K y asmAt R. •.lQO. SITE PLAN SCALE: V' = 30' F F W F U yjV O N F eb w1a12 N:I1 G.. HD S .F M: D.dpB.. aYDAa a n.n C—� BOW 376 NOSSUMPBO% - W! RATE R=36.U0 I=33 H 'DOW 36.5 C• y BOW 35.8 PROP. 6' FENCE TOW 365 BOW 365 MINI CBI R=35 B5 1-3335 LIMIT OE3'SOIL REMOVAL PROP.SUBSURFACE DRAINAGE SYSTEM d & V DIA. LEACHLNG PIT SHEA TWISOOCDW H2O 1 51 Wl6' STONE BEIgW ANU 3i WI8 STONE AROUND ' Top of Pia EI.l382 Io.OT)EL 32.93 S Boman nl NDEI.29.65 BOHamof SI-ELZLIS .36 TOW 36.] HOW 359 MINI CIi3 / R=3S8 36 O_ IT S=0.05 ; T +31 TOW16.5 kJ BOW 35.1 ERO ION CONTROL 35 ('IYP.) �i 3 2m PROTECTED TO BOW 385 PROP. BUILDING B 36.60+ i I BFL-W; 0 bL RAZE!] 3E50+ 111 SITE PLAN SCALE: V = 30' 1=33,31 BOW 36.5 PROP FENCE R=36.30 RD)=33.22 I(wI}32.9] All EXISTING FENCE SURROUNUWG PROPERIN LS TO BE REMOVED BOW 38,0 R=36.00 ID.)=33114 (auQ=3299 BOW 36B TOW 3 L BOW 36.0 MINI IRS R=35.S5 I=33.24 MINI CBI R=35 85 1-3129 DRAINAGE NOTES: GENERAL NOTES m NORT RAC[O%6RFSPONSRLE FO0. TIR VERTICAL ANp I. FXISTWO COREFRONS SURVEY INFORMATION OBTAINED MOM GRE STJRT YSG LI C., On'. k[ORIZOMALCON[ROL$OF TIIEFRO¢CI. WEROM I.R. MA. ^ 2. DDYALLATIONOFTHEMBOURFAT:CHAMRERSISUARE OWNER/CIJ[NF ASSUb¢SAT.IRFSPONSOUR . FOR SOURCES � R WO0 PERFORMED Al"BUSE iG TO RECOMMENDATIONS FIRM '0¢ AND ADDRUSAA'IION TO USE ELECTRONIC AND RECORD FILES F RIAUDITACURER_ 2.T CONTRACI.RSWW.VE¢FYALLFX'ISTINGLYFORMATIONONTIIF.GROUNUANUS.IT �•V �TN "HUEMIMMUMCLEASUNS7EFROM'If¢BOTFOMOFTHE REPORT ALL➢ECREPANCIFS TO Ti¢ ENGINEER RAMEOWTHS FOR A DECISION ^ C US $URSURFACE DRAINAGE SYSTEM TO REFUSAL OR PRIOR TOCONSTRUCTION y W GROLEETWATFR IS 24 INERES. IN THE FVENT 3. ALL AREAS ONSIDE OF HER I IMR OF WORK LI ,,S SHAH NOT BE FRODRBED INANY MANNER -lJ 0, TAT TEES CLEARANCE CANNOT BE MARIAM BYTHECONIRACTOPERARONS_TI¢CO MALTORMM.1.KF.F.PO TOFT MEARFASANO p ENGMERlPTADfi NOT@4D, PRESFXVFTERADESUBTNGGIARACFER. 6.ALI.DRARiAGE PdpYG IS SDR34PVC. q INSTALL TEMPORARY FROMON CONTROL MEASURES PEEOR TO CONSTRUCTION FOR APPROVAL. SSYSTEMWILLREQIITEFOO10DICBNVECHON. BYTIRDFSIGNENGiNF.FR. TO 4. PROVIDE SMOOTH TRANSITION AT CHANGUS M GRADE EXTRUT AS INDICATED ON THE URAWLYGSANDASTUTS E➢BYTILEENGp¢ER. 6.T¢CONIRACFOR SRIALI. VERIFY FT. OCABON OF ALL UNOFAGROIINDIIT(I.TNER.0R TO F@e FCOh0.¢NCEbffNT OF CONSTR.ON, T1iECONIRAFTOR ST . BE RFSPONSUDIP- OUR All UNpEI(ORO[pN VIIf.MONES; ACFNE OR NOT, AND SHALL MAINTAIN A CLOSE AND CONSTANT m CONBACF WIT I ALL LTFUTU YCOF@ANIES INVOLVED. CALL OBTA AEE SRTMU4T233 v T. ALL FIEVATIORS ARE REFERENCED TO AN ASSUMED DANK, R CONTRACTOR S."COMPLY WITH AI.L MA'.ETU' O, AND LICP4SSISE. in ATTIEFFDERAI.,STATEANDLOCAI.AGENTFS. 9.COYF..SHALT. COORUWATF.M LSTIF. UTTLFIY IMPROVE"O'BA WHE TtE1 TOWN V OF WATERNWNOFFICIAIS 1 U ENGINEERISTOBECONFACFEOEYCONTRACTORTOPERPORMASBLETMEASIIRF,MP , 11,O YRNF.VEUBTFS LS TO COMPLY WITH All, OF MASSATNSE, SDEP SHE ➢EVF.LOPM ISODULARONS. LAYOUT & GRADING NOTES z 1. CONSULT ALL DRAWINGS AND SPECHTCADCOIS FOR COORDWAT[ON REQUIRFMFES BE2WEEN ALL TRA➢RUENRRTO COAM¢NTNG NEW CONSTRUCTION. 2, LOCATENOF EKI$TINOUFII.ITIF39HOW.iXAR6➢iAGRAMMATIC ONLY. CONTRAGTOR$fULL CONTACT TIIE PROPER AIITHORR¢S IN WETTING TO CO.NERM THE OR ATIONS OFOU, ENF ZING DEETTERS BFFOSE COMMENCING WORK. ANY DAMAGE INCURRED DURING CO.YSTRUCITON TO ANY [RILRYWOOL BE REPAIRED RYTHE CONTRACTOR AT NO ADDITIONAL COST TO OWNER. 5 CONTRACTORTOREFERTOASORNEYORPLOTPLANFORACDDRATEOEFSFTSTO 0.1 TO PROPFRTYIJNF,. AS BUILT NOTE: ��zy CONTRACTOR 15 TO CONTACT ENGBv£ER FOR AS-Bl11LTMEASIIREMFNI'S �I N ORTOBACKFElWGDRAINAGESYSTEMS. A UTILITY NOTES: UTR.FFYNOTFS: H¢ CONTRACTOR SHALL HE RESEENSMIE FOR VEWFYBgG AND PR OETFARNOTHE LOCATION. SOT ANDETE VARONOFALL EXISTING FORTHES, SHOWN OR NOT SHOWN ON IRS PIA., PRIOR TOANYCONTFU ON.TTIEENGMEER SHAM BENORF¢DiN WRr1INS OF ANY OTI1IlIFS NOUN➢INTER£ 0WR 10IF, PROPOSED CONSTRUCTON AND APPROPRIATE. REMEl11AL ACTION BEFORE PROCEEDWG.1THE WORK. THE I.. OF ALL UMIERGROTMD VERITIES SFIOWNF¢REON lC1 ARE APPROXIMATE AND ARE BASED ON FREE HELD IACATION OF [� ALL VISIBLE STRLtHMES SUCH AS CATCH BASINS, MAN EAUS. T..l W ATERGATFS, ETC. AND COARN.FD FROM PLANS SUPPOETU DY VARIOUS. FEY COMPAN¢S AND GOVERNFIENT AGENCIES ALL CONIMCLORS SHOULD NOTFY, IN WRRING, ALi. VRLRY COMPARES OR AGENCIES PRIOR TO ANY EXCAVATION WORK CALL IXGSAF£ AT I412-0R C V r` SOIL TEST DATA MMw 1p pYn A�T/�IW �1ti4 All lb M�a /wl ✓.1I11 pMy AI !a A.0 lT�l�w 14� SYi.. i1i. LLk YO! IYaVY� O V y+i m Is pw � 4A SYIw 1MIl� OY A� AtiYw Tv r A}YIT - LN - rr E�P/16 12 Dula: a/i ARNI D -TIEDnl rA/14 WMnpA DIV (y alp..l M. pl.r. aTr oir as.. Air V : w Iv Rry rr o• m, - aWa - r l fl" R, - >JfN RE: A IMSR A YO C-1 l`ull' O. Y• ,50 rv3] 0 PROP J• -' +36 610+ EENCE ' I }3660 361W� 31 ` S3 ` PROP. BOILDINGB �$O Iy SMH1 1 R=3600�- 1=3145� L-- +36.10 I=St.fil I=33.61 36.0 --j { +3TM C.0.-36. O SR 58 — R-36 =J111P E-31GR 36 + SMI3 +3fi35 3650+ I=31.n +3630 } � +36.50 + .70 O fi"S,5 O s=Bn2 ' 36 GARDEN 36 36 � I CO. _ +35.85 I=319fi 1=31.58 +15, 103132 +35.8 +36.00 +3 GO +s6, +36.10 +36AN +36.10 IJ rIIJ[C.ING C EXI I . I H ItA'EIl EROSION CONTROL' :9•go 3 L PROP BUILDING A] , EXIST. TRFS TO BE PROTECPLD EXIST. WA'TERLINETO� /"W� A I RESTORATTON SITE PLAN SCALE: 1" = 39 ALL EXN I'ING FENCE SURROUNDING PROPERTY IS TO BEREMOVLD CON'NECI'TOW MAM ON CHURCH PLACE .I I SIZE USYMAIN (11UT IELD) DRAINAGE NOTES I.CONIRT"COS ON,or FNFONSG EVPATICAI. ANO i INSTAITATOOSMIOLS OFTIRPROIECL 21NSTAI.I.AAC OFM04UBSIIRFACECHAbOFRSISTOBF. PERFORMFD ACCONO W G TO RECBM•OM)ATIONS FROM Tfffi MANUFACTURER,. 3. THE MINIMf IM CLEARANCE FROM THE POTTOM OF TITS SLRSTMFALFDRIS11 YSTF TE-E`OL4AL0R GROUNUWATOAR NIFFEAS,O TIOEVENT SHAI'TFRS CI.F.ARANC5CANNOTBEMAWTAINEO. FNG W EER IS TO BE P.0. 4 ALL.➢RAINAOE PR9iG TNI.IS S➢RSS NC- S. SYSTEM W61REQll[RP. PERIODIC INSPFCTION. GENERAL NOTES o- O m"m yam ". I. FXISTWGCONDRIONSSIIRVEYINFORMATIGNOHTAB, FROM11GRESLRV.C., WLYCIffSIER.MA. OWNERICLIFVTgS$IIMES ALLRFSPONSNHSIY FOR SOfIRCES �1 Wy (n � 0 WC AM]AUTIIORtI.AT10NTOUSE FIF.CFRONIC ANORPCORD FIIFS. �•V W F ~Q0 1.TflE CONTRAC[OR SHA[LVFAH"(ALL 6%ISl1NG INFORMATION ON THE GROUNO AND SHAH. IFS TO THECNOINEFA 0.MEDIATELY FORADEC15tON ,Rj y JX~ PGARTDI3CUCTGO PRIOR TO CONSTRUC TIA T„ J 3, All AREp30U151➢fi OFT}IF LPIIFOF WORK LBiE55HALL NOi HEOOTNIbE0 W AREAS 31JI AND BYITW CONIRACFOPFAATfONS. THECONIRACTORSIIALLKEFI`ON'OF ]'IIFSF.AREAS AND Q PRFSFRVETFWRt EHISTWA EHARACRR. C. MTALLTEFH`ORARY FAOSION CONIROLMEASURFS FISSION TO CONSTRUCTION FOR APPROVAL. BY'RIEDESI "NESEER m 5, PROV WESMDOM TN SYMON AT CHANGFS W GRADE EXCFTT AS IMRCAMF ON THE DRAWINGS ANOAS DOECIEGAYT NNGDTFER fi.T13ECONTRALTOR SHAiLVERRY i1H. LOCATIOA"OFALLIIM)ERGROVND VIMSS PRIORTO FEECOI.A:FNCFARMOFCONSIRUCf10N. THECKETB ACFORSHALL,BERFSPoN50LEEORAOIC,,%ATFOOFATTIABLDCALAENERESANTA,1ARSDALL L TEANDLOCALLSITEUE9. 9.COFWACIORSIIALLCOORDWATF. AI151TEUTII.RYIMPROVEM1OMS WffD Tff.TOWN OF WASERETTO OFFICIALS. IR FNGLNEERISTOBE MTOCTEDAYCO IAUOORTOPFRFORMASbIRi.TMFASVROrIFN[S. 11COMPLY WRIIALL OFMASSACINSF.TFS DF1'SITE LAYOUT & GRADING NOTES I. CONISFIALLDRAWBiGSANIl4PECHTCATIGRE FOR COO RDBUTIONAEQNRFA1EM5 PF.IWEENAISTRADESPRIORTO COAAIENCWONEWCONSIRVCIION. SHALL 2 LOGTIONOFEXISRNG ➢TII.OR BROWNERF.O TOCO,,NMM O WCAVTRACIOR a ,GGFMSFFNANOPERAUTHORFFOSW, ANYDAOCONFIRMTIOLOCATION50FALLEHIST) UTILITTESAF.FORECOI.9kNCING WORKANYDAMAGEATKOED DURINGCMN IOCWO , qNY UTILITY SHgI L BE REI`AOFD PY T(IF. CONTACTOR AT Ii0 AODHTONAL COSt TO O W NER. 3. CONTRACTOR TOREFERTOASGRVF.YOR PLOT PLANFOR ACCURATE OFFSETS TO L� TOMopFATYOAN 1�1 ASABRIV ILTANOTE HAS-BUUTME CVREMFliTS PRIORMBACKMJI OORA SAGEBYSI£MS. UTILITY NOTES: LIFT. NBSFS' TONCONTRACTOR RMLL OF RFSFONSOLE FOR VERIEYMG AND DEIERIGNENO GOT LOCATTON. SELF. AM ELEVATION OF MI. EKISONG VEO.TONS, SHOWN OR NOT SHBWN ON THUS PLAN.PRIOR TO ANY CONSTRUMOR, TBE FNGBSF.FR $HALL BE NOTRTED CI WRITING OF ANY TI UP..RIES FBWTF,RFFRWG WITH SRE PoS FROED C.NSTRUCRON AND APPROPRIATE REMEDIAL ACTION REFBREPROCEFORiGIMENTEEWORR. E BWI WATSON OF ALL UNDERGROUND UTEGGE SHOWN VERNON L AREAFFRO%IMATE AND ARE EASED ON FIN FROF LOCATON OF 11 ALL... STR1M. SOON AS CATCHPASWS, MAEF.S, WATF.RGATES, STE AND COMPLIED FROM PLANS 313PPLOO by VARIBUSIITR.Try COMPAYOS AND GOVERNMFM AOENCOS. ALLCONTRACTORS SNOUID NOTOY, W.. G ALLUGNGY COMPANDESORAGENCIFS FEENTOAWITSE IGNWORK, CAT1.DIGSAFEATI40-332-0Sdb F U W � SOIL TEST DATA V MM l�� h' pY [Irk IwIW � Y♦' 4 »II ��SA// lY awe ♦/1� ♦�%A W' !�Y mmn.» C r�lw Y Irr. SRRr M1r aRr• n.rr MCI » Ir ♦, - Iqy - +`� M F w � »♦IIT♦Y1L .»K) j w r+a 4 9 ME M» !tom +.Iw l�lw lT� GOM 11�Yn ob No.l8l2 DaM1:� I II• !� - I»lIn - Mf pTn�n RI:AG SNIF G IIY A - I»Y% - PKO Rmj II- E17/ DIpl. 16 Ip �, 2 /E/N ulMm I m 2 iMl 3 /)/I¢ IN r m P� I� C A - +FI♦ - 41 n ♦evus A MSIBO ,..,� C _ 2 i SEW ER CONNECTION C-3 SCALE: NCS MOM - SEWER MANHOLE C-3 SCALE: NTS io STORMCEPTOR STC 450i c-3 SCALE: NTS z Typ UTILTTY TRENCH c-3 SCALF: NTS .»roimmw�mrause+wn•Lwmnacxmaw. 911YOMOC-��/ SE:.i'aa vXx' X1UM^'14➢ e MINI DRAIN MANHOLE c-3 SCALE: NTS pa-Z IR 3 ROOF LEADER W/DOWN SPO UT Tc-3 SCALE: NTS ] NDS SUMP BOX W/ GRATE c3 SCALE: NTS WE V-FAx}I�GI.O�R NOWZONiwMattl�YSUPk?fFS, rypl MpePPI�XNUC. ix nXv°IPPATOry. NNl! 2 NNf99T.1 V'b P S I, d ll 0^VS s EROSION CONTROL G3 $CALF:NTS ii CONCRETE WALKS /PAVEMENT REPAIR 12 SCLECAL GRANTTE CURB c-3 A: NTS C-3 SCALE: NTS �Vvred� Vo.�ests r: 9 U MANHOLE XmX^�_ a SEWER C-3 SCALE: NTS aawwX°zµo°P��i'.ursTMa� w sox wXPr.mv x � ax-m wmm 4 wa nm m-%, M ;�-,„_ 0 9 I-I20 LEACHING PIT SYSTEM c-3 SCALE: NTS IN LINE SEWER CLEANOiJT c-3 SCALE: NTS C-3