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HomeMy WebLinkAbout2015-02-12 SPR WAIVER Request Proposed Plan 1/19/2015 LEGEND NOTES dPAI�I MAf�4rdae 1. THE BENCHPAARK USED FOR THIS PLAN WAS A SEWER - - MANHOLE RIPA,LOCATED DIRECTLY IN FRONT OFTHE SITE aEWEa MAHH E 4WwkYE GAS SATE ..au.uLy n cekvv:e--.i�W uLUCM�Uz$4V1Oak-4:Rio ufYC7a 4 vtutYAwt6... 19 E.aTW+81sm PLAN ENTITLED"SITE PLAN OF LAND IN NORTH ANDOVER., -----"' 5" EWE OF PAYMENT .� 0 I.E P,1ASS."PREPARED FOR DEVELOPIAENT ASSOC.BY DAVID E. ✓ i ROSS ASSOCIATES,INC,JUNE.1995 -/ BLWELTMwwaaE rnTAmNMAxwLE RYAJ ELEV.w 212AY 247x9 (9. J Y R M ELEV.-24a.4R - 4-_- F1 WA7LRGATEVALVE 2.APPROXIPAATELY2,300S.F.OFADDITIONALIMPERVIOUS Pole �1AA/ �•f `•. 24 4 '"'""'--- =„ SVRFACES AND 2,350S.F.OF PERVIOUS SURFACE ATTHE 2Lzrt 742,s -244`' ® EtECTF1C M[TEA " - 2 M C._/AIN ENTRANCE AND IN THE REAR PARKING AREA WILL BE ..-- ., ` P ED=Ta B9 /� Ala COIIE KkSER � 24faS "-.-?I?.-. �. CATCH RAWi aTABIEZED vfIFr1 LONA ����/iwF. (�, BFYrY:'Ii 6ChY4b}I.@''. © CREATED BY PROPOSED UPGRADES. RNELEA--24%DT "Ate ERa(zSnaWF /r S ♦ GAS GAZE CATCH BAb®1 - RA4 ENEV.++244iaJ^ GAS MErea 3. SILT SACKS SHALL BE INSTALLED IN ALL CATCH BASINS / Jfj. Rdf aEv-�z4fAv �'.,`. i�i ^°Er -."- �". ,� FRVPROPOV A r y� � SURROUNDING THE SITE. / ! '"`•""`., ® Pr&'FmTafsAVPn 'y` � �- / AF�11PxCikADEb(TYP��. EdaE aF PAYEMEJiT / / <p 7 Ofi / ���S'� � A.SPSW-T OJRS ✓ 4. � � 2Slx'7 �, x .,boo. wH',ER MAwTOLE �/ _ _,� / a `e °a,, °:<•1 `, ' >° a was ELEV.v 2F FUMELEV,=24W CATCHDAsw 2kMn z4a.b ® / RMELEV,-229.19 7 \ 24id / PROPOSED VNCAT -SN .�t75b6' EMS ` �rykA MLF.ir D4S' / ft1EY.®24Ur CATCH BASH aW !I t EDGE 4F t j 2404 NM EIFY w 23591` PTMFOS`EI � � F'M1dF'DSF:O wN,w7aS.b9 2 RETAAYI.NOyIAIl 24W 2406 24N? \ PlBERVIDLJSAREA r r �-�_ •"��`` PROPOUOVYWE` PROPOSED (TIPS t i5Y F` OCMC,Rmkw SLOPE LA14Om'Sw"aSI E*SHNG EDGEOF 4w 0 4a AD,LJNR *TS%(w%W?y? ^- TO FOOE OP _ PAVELOST7ODETOWi fE 7 ELEO,METER 2490 t` 2404 NNDTP-aLMWE'D(TTP) .-. C.P G� i 0 $3da[S 5 443 METER -Flat r CXRJO.WAdX IrOAKTOwE 4 Yi G r a AC L1 l l PAVED 24V'_ RF.MOVFb PATH TO tA PEawE 'r i T r z<s,s (I IfExrEwo p AREA PROFOSEDSTEPS PROPOSE©OONC. MORAL(TYPJ " I (d YxTODw CATCH AA&N PADTO EOENOTO -. I RM ELEV.w 242W I. PROPOSED PAOF'OSED IM"FRTSNOTV&NE FAEIEV,D 23AYKIDOCJ4 EDGECPAVEMNTF EMSIVM LAND2NO Tb,n -T. I WATERDATEVALvE-- -_.�., YI 4MPEAYOU9 SSTOSTA)]+NO FF,EIEV.-21'fA9 PAYEA1ffrfT ASrPI MiTCiR+b AREA(TYPJ WATER PROPOSED w:B PFD MOPOSED EfXYE OF PAYf2JFNf(EAHit1TT© T TFIRE PAVEME20 TO BE 70RN EXISTING ONE STORY BRICK BUILDING m PROPOSED PNO -- ® TEPS TOTM PAPTTO Ex,wTwKTPNddliD AREA PROPOSED VEUTRATKM UNffS (APPROX(JATE LOCATTO4 © LV �.. nR UT'EAY POLE. PROPOSED w'XAU wTOAAQE CONTAINER �...---•A01 100' � .-EXaTw) Do"OTmTuFYa PLAN.OF /~ '. 5• ""'18p' f TYPI Da Nar owgTURa PROPOSED CONDITIONS Ex HHGEDOEOFPAWVEHT LOCATEDIN ftILFRSOE TTEF OMPLAN-•_.�, Muarcxr,FiLd/E.x cvsn m MeerTanxaTAJudwnn //�/ /��/y Fw�F SEE -.. 2CMA E)d°uRfMEDGEafPAVEMENT DATWJLPElM8YSAVWE ""` y NORTHANDOVER, fi�SA94aW.lES,C1Cy NOTES- I I (APPROxNATEFROMFLAN 4 st 71TU FJTE.PLANOPLIND �/��` �� .... ... / DAROSSANEf925TM"4E E7OS7DEPAVEawDPFACEi'm . MA. AassAEBoe+ATrs,n+ry raDEREMDYEDArW 5 wEw ..�.nI SATI a=Em d arA NOTES dEbFj PREPARED FOR :? ME.4 - m NOVA FLAGSHIP K I -----„_-..� PLC, PAYED—�-1 UJTY— QASaA a06NT PAVEMENTRAVEL RE448AgE :F .TE ( ---^4-LOAMASEED F MA CN2A.YEL ROAD Wi9E d tlp s Yx ,A`•x y;A OUDEr VAa'ES � ,� Zil- 0 20 40 fT SUITABLE GRNAAAR MATERIALTTYPi n THOROUGHLYCOMPACTEOW �4,�ap L''1 '"'fi;J 1 0 Ei WER,VTO F r' ? Q a yr ixOOM'ACIFD 1ruFTSTO95'%47FAA;J(TO "M��Q Ili PoiP DATF. 9115114 SCALE:IIN.=20FT, ,�rd�`tr (ra r,r iw�T JG 1I'.r 3x zaTET J v& T-G9Mux0.TLnaa LAITY •�i�I,Pp `^ "'. '.. APPROVED REVISED:111041f4,,111911S. ca�Am7W" -=•r'�vr' •.�a x,• ,n• �� •Ydi'1 NORTH ANDOWR PLLVNudc DEFT, wuadFanE FOR PIPE MATERIALS OTHER NOTES: SAND CUBJ'IKUE.HAND fro'rrLt THANPVC,SLRTAELEHACKFwL 1.FNL wSCTKMa Mx+Jk Ee rrtswa!oeD FDR 4.J SEAGNTEENWEEN PAWASTeECDOks PIACCOANOCOMPACTED L`s.lv'j:' MATERIAL MAY BE USED FROM DATE. of xoLatiaJa aNUM 2A=..PaePdr FDMmtKUIMvEFt M,D4)AMIETER OF PTPF.TO 12* ._. 2 MALYME:ATWOMPORTa 9411.T� 6.D7/AN YYJENM.EFAJAIEAN7G44"EA ABOYETOP OF PIPE MSINIDDAT irdd.FgiiYIE fTA2[EPIII dJL41,wEEET MFW.MOATFR EED COAVEL(ED SCREENED i '�, APPROVED I PROFESSIONAL ENGINEERS & LAND SURVEYORS ' CHRISTIANSEN&SERGI, INC. aF TltialiWG'fU(£ MAJ46T Td GP.VJEYAIN qAY PY9KntAW GRAVEL(95%OF AASffTO `�., NDRTN ANDDVE-R F7Rf DEFT. 6 x PRpx'DE-r rz+G4zerxrTa FOR PsaavnTN aeaVaL� :aA�y��`41FwA�FYiW 7-we E4ATrJ:Mane oeNSTM Yumc �A�..' \ � .. 188 SU11NE72 STREET. P{AVERHILP»AIASSACHUSERS 01830 z LMacaeAA.wcETaaurSWEcr wee TrASAra fFEEr TORN erArWaJr4a CC Mx7T'AaFu aw9axEe.,cTr�JLw, SHEETLNO AS REOURED---� WINW.09-01010014 TEL 978-373-0310 FAX.978-372-3960 DRAIN WHOLE DETAIL TYPICAL TRENCH aaTE., NOT TO SCALE NOTTO5CN.E MGM.14051003