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HomeMy WebLinkAbout3454 Site Plan Review Full Set 505 Sutton St - Plans - 505 SUTTON STREET 1/31/2020 LAWRENCE C S: LOW �a SCHEDULE OF PLAN SET DRAWING SITE MU LTI FAM I L,Y C.1 COVER SHEET C.2 EXISTING CONDITIONS PLAN C.3 SITE C.4 SITE LAYOUT PLAN DEVELOPMENT P LAB S C.5 GRADING & DRAIONAGEA A9 PLAN III. () �z p N ~ CNADNIOKsr Q z C.6 UTILITY PLAN C.7 SOIL TEST PIT LOGS PLAN g § s 505 SUTTON STREET C. CONSTRUCTION DETAILS 1 a o� C.9 CONSTRUCTON DETAILS II R a (ASSESSOR'S MAP 74,LENS 23,24&S4) C.10 CONSTRUCTION DETAILS III I � RAN NORTH ANDOVER, MASSACHUSETTS C.11 CONSTRUCTION DETAILS VI C.12 CONSTRUCTION DETAILS V v LOCUS MAP C.1 3 CONSTRUCTION DETALS IV ~,0 (7 Q SCALE:T".SAT APPER ENCE:FlN\AAPs.MA5IAAOGrAiE.MA.us L1.1 PLANTING PLAN = SUTTON STREET L1.2 SITE LIGHTING PLAN _ A,.6 DR, PA.05 EXTERIOR ELEVATIONS BUILDING 1 CONSTRUCTION SEQUENCE: / Pk06 EXTERIOR ELEVATIONS BUILDING 1 - PB.06 EXTERIOR ELEVATIONS BUILDING 2 TO PREVENT E%CESSIVE EROSION AND PLHNG,ME FULL NO COISTRUCTCN RISINGS GETA L WITH OTHER '� __ rl,,,.,,_,� ( APPLICANT PB.07 EXTERIOR ELEVATIONS BUILDING 2 64-A.P" , AGCFDlEO PRINCIPALS FOR ACTUDING EROSION AND SEDIMENTATION SHALL BE IMPLEMENTED M THE ` `I P�-� ," ftiDEVELOPMENT IT THE SITE ' PDTTON STREET REDEVELOPMENT.LLC PC.06 EXTERIOR ELEVATIONS BUILDING 3 1. THE CONTRACTOR SHAH GOQ4INATE A PRE-CONSTRUCTION MEETING AT LEAST IS HAIRS POPE TO ANY SOIIOR CdTER SIT SUiRN STREETCOJSTRUCTED acINTY ANGH THE OWNED (OWNER'S REPRESENTATIVE), FUNNING DEPARTMENT f .- _ DTMmsJBUDDING r N NUR ANG-N MA meNs PC.07 EXTERIOR ELEVATIONS BUILDING 3 REPRESENTATIVE AND ANY OTHER INTERESTED TOWN DEPARTMENT REPRECENTATIYES C_� �. 2. STABNZATON PRACTICES FOR EROSION AGE SEGMENT CONTROL SHALL 0E INSTALLED PRIOR TO ( --�" BUILDING Ail+ ApIVI'i'C•C+T, COMMENCING CONSTRUCTION ACTNTES. PLACE EROSION CONTROLS AT LCCATONS INUCA'tED ON THE SE tJV t1J 1`N ARCHITECT. OEVELdPMENi PLANS R.A.NFAEFER&SAL%ENE,ARCHITECTS A. CEENTANCT STABUZED GRADENCTON FACRUGES AT THE LOCATIONS MGM. �` P.O.BOX 44] 4. ALL CATCH BASINS SHALL IF PROLE-WM SILT SACK SPWMENT SUPS. 77ft�. � _) 112 FiA1 51AEET G. IN PREPARNG 10 REMOVE PAVEMENT AND MATEBALS FROM ME MURK AREA ON THE SITE,CAREFUL BEOl IN ATCN SHOULD ON MADE TO THE EXTENT OF DISTURBANCE SD AS NOT TO DISTURB MORE OF THE GDFFSTOWN,NH 0304E SITE THAN WHAT IS INTENDED TO BE IMMEDIATELY DEVELOPED AND RE-STABUSEO, / PHONE:A.-.,-.- `v. ' S. DUE TOE HAUL SPACE AVAILABLE R THE PREMISE.LOAM AND SOIL E%CAVATO FROM iNE WORK AREA J �r C= p o SHALL BE MAULED FROM ME PROPERTY AND STOCK PEED AT A LOCATION TO BE OF.iERMNED RY THE CIVIL �1 BTE CONTRACTOR IF MATERIALS ARE STOQ(PILED ON THE SITE WHERE THEY WALL NOT MTERFEIF WISE - ¢� CI yiL ENGINEER AND SURVEYOR. A, GONSTIRIGTON ARID TES,THEY STALL BE LOCATED SO AS TO MMM12E THE POTENTIAL FOR EROSION INTO THE MOMN-CAM CROIP,INC. Y+ - EM FNG DRAINAGE NFRASiRUCTURE.STOCIOUL6 SHAI1 BE STABILISED'MM MULCH SOOC.SILT FENCING 2 qF CR TRES.MULL SOUNALi.ES CEFL FOR GREATER THAN 14 DAYS SHALL BE SOOID OFFS AN EROSION �/ S6 ELM STREET 6 N q CENTRAL MIX LI DENNISlOR SNAIL DE PLACED WITHIN ME A 6EAR SOME TO THE IN A ORRAN L PDANHONER5.78 0192E 1. REMORA.OF ALL DEORIs OR MATERIAL FROM THE WORK AREA 91ALL BE ENT Of A IN ACCORDANCE � PHONE 910-]T)-REPO WM FEDERAL STALE. AND LOCAL REGUTAi1ONS UNDER THE OYER9GNT Ci A I.ICEN80 SITE PROESSONI(LE). CURRENT OWNERSHIP: 8. REMOVAL OF ALL INSTNG HERE TO BE CUT AND CAPPED,AND CGGREHNATED WIN AFPRGPRIATE SUIiON STREET flEDEVELCEMENT,LLC a L N ')'n UTILITY COMPANIES SOS,NO.STREET 1z A m EROSION AND SEDIMENTATION CONTROL: DEED BOOK 13569,PAGE 1B - � nssEssOR•s MAP 9A lOr z5 s 54 WENDY ACCEPTED PRACTES FOR REDUCING EROSION AND EEDIMENLATON ALL O EMPLOYED IN THE OUT IYIN STREET APOEYELOPORE IJO DF.tT1 GMSWIT IN THIS SUE. REFER TO TIE GONSTRUCTCN MARC POLLUTION PREVENTCH PLAN FOR THE BUILDING 3 4]]SUTTON STREET FRDECi. /'✓ GEED BOOK 15580,PAGE 244 T2 K.';2 \ ASSESSGR'S MAP 74 LOT 24 uM w z 1. THE BEVELOMENT OF THE SITE HAS BEEN PLANNER TG MATCH EXISTING TOPOCRfPPY AND(RUING ar 9 9 i V z z COER.V EN NUG DRA PAT INAGE TERNS OF THE SITE HAVETENT BEEN MAINTAINED TO THE E PRACTCABIE.X CURRENT ZONING DISTRICT' 2. STEEP"YES,WHERE PU59BLE,WILL NOT SE MINDED BUSINESS II w R q 3. THE CONTRACTED SNAIL MARINE THE AREA IN ED VRNED IAND TO THE EXTENT FFASBIE. A SEGMENT CONTROL MEASURES NULL BE APPLIED TO CONTROL ANY SEDIMENTS THAT MAY BF PRODUCED AE / DATUM: A RESULT OF SITE CONSTRUCTION ACTNTIES.EROSION AND OEPOUTION OF SEDIMENT WILL BE OUGG.Y • dEYATONS HEREON ARE BASED DO NA4980. NOBLENESS DURING CONSTRUC,ON. 5. TEN EREARY ERASION CONTROL MEASURES WILL IN E,BUT NOT BE ENTER R1,FILTER FABRIC SILT ABBREVIATIONS' BEN FENCES,SEEDING AND MULCHING.SEEDED FILTER STRIPS AND SILT SACKS IN GATCH BAS RS(EXISTENG AND E%ISTMG PROPOSED KEEP IBIT A..S AC AM 6. TOPSUT,STEPPER FROM THE SITE WLL BE STOCKPILED TOM LOAANG AND SEEDING AT LATER AD AREA DRAIN CllRB CCNSTRUCTON STAGES, THE STOCKYOUB SHALL BE LOCATED SO AS TO ACT AS TEMPORARY DIVERSIONS, UU� I i �� APPROP. APPROXIMATE -A-M-•W-&-M- P-�. PICKET FENCE GENERALLY ON AN UPHILL SLOPE. S' 4 BOW BOSOM CF WAIL - SCALDING ]. SITE DEMELCPMENT WELL NOT COMMENCE UNTIL ALL TEMPORARY ENEIGH CONTROL MEASURES ARE IN � CB 'ID BASE ____ N PLAD EN ESTABLISHED.MARES SHALL BE EMPLOYED UHTL FINAL PAVMG AND AOEUTATE VEGETAFTON HAS YPC/fC Y<il SCALf:i"®80' CDS GGG_H1'URDDYNRMC PARKING STRIPING Z SEPARATOR C-� 91DEWALK B THE CTA I DICRIXN PHASE MUST COMPLY MAfM THE REL. AN PROTECTION TENT AlE NARCNI 19j CONE CONCRETE Well POIAT RE DISCHARGE III II IGO ELIMINATION SYSTEM PUP UN S AN EPA NOTICE O INTENT SMALL BE FILI£p 67 � OMH DRAIN WALLACE d ((yyJJ z Wr AT L£ASi R WEF(8 PRIOR TO THE START O CDNSiRUCTICN. 0 30 60 120 DB DEED BOOK `V-<_as� SNOW STORAGE AREA I� _ Y W 9. NOTIFY ME TOWN OF NENM AN001£R AT LEAST 4S HOURS PPoOG TO THE START OF CONSTRUCT E DN DRILL IipLE - -- PROPERTY LINE r? GENERAL UTILITY NOTES: SITE PREPARATION NOTES' Ds DOMPER SEREPGE _.-.--.-- GGNGRETE STORM MANAGEMENT SYSTEM NOTES: DYLL CNI I'YELLav LAIC unE CHAIN unrc FENGF 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/CR FUEVATCN OF EXISTING HIRED AND EP EDGE OF PAVEMENt yL,JJ aa T. SiDRMWATER CEJNEYANCE PIPES SHALL HE HOPE(STIR-35J PIPE UNLESS NOTED OMERtNSE. STRUCTUFIES AS SHOWN QN THESE PLANS S BASED ON RECEiOS OF VABOUS DIN COMPANIES AND YNEDE 1. ALL MAlEBAS RFMO5E0 FROM ME PREMSFA SHALL RE REV ELEVATION ------T------ 1E2 �- CONTOUR CL N W n O 2. BACKFILL SHALL BE COMPACTED 10 95X MA%IMUM DRY DENSIY By AASHiO T-18CO MEMOB. POSSIBLE,MEASUREMENTS TAKEN IN THE FIELR. THIS MFORMATGN IS NOT TO RE RELIED UPON AS BEING EXACT OR DONE SO IN ACCORDANCE WIN APPLICABLE AN. IXISr. EPSON STATE AND FEDERAL REGULATION,FOR NAUMNG AND DRAIN PIPE lyJj g oOC.I 1 ,HOOFING,IF VSED,SMALL RE D TO MhFI TO DRY BEET.MG TRENCH. COMPtEIE. THE LOCATION ALL UNOERGRWNO UTMDES PAID STRUCTURES SHALL BE YIIHIW A IN THE ULAR BY FF FIRST RWR 4, UNSUITABLE SQL(CLAY.ORGANICS,BEEVES,ETC)BLOW THE INVERT SHALL BE REMUVEU AND REPLACED GTE CONTRACTOR PRIOR TO ENE START BE CONSTRUCTION. THE CONTRACTORAFE`AT MUST CONTACT THE APPROPRIATE A. U AL ANY UTILITY q8-CDNNEGTOS vnTi AND FIX)NDATUKON SEDER PIPE 5. OO AbRANSED MATERIAL AND SPAR STALL DE DIRECTED 10 TNT BE USED E OiANAGESSiS1EMLL PURITY N THE LOCATIONS SHOWN. CCCftOiNATE E%CAVATON PWGRK TO RE4UESTNEXACT FIELDGLOCATCM OA AND F UTUTE5�AND THE LE ENCMEANAN"SHALL DE HIS ONOII".NIN PPRGPRI IE ERNGE PRDVIORS GF GFS RAGE FL09R IFEWON --W-_--__--w---- -- MATE, LINE W n wp B ALL FREES TO FIRE.SHALL BE PROTECTED FROM WATER PIKE 0 n LOCATIONS 11IM ITS PROJECT ARCHITECT AND LANDSCAPE ORION. E TNG OF ANY UTLITIEE INTERFERING WIGH THE FRCEOSED CONSTRUCTION AND APPRCPRIATE REMEDIAL AGTON GEN CROSS FLOOR AREA G SHALL BE TAKEN OEFIXtE PNOCEEDING WISE T{E WORK. IT SHALL BE RHE RESPON4UUTY OF THE COVIRACiOR TO CONSTRUCTION AGTRTES.AWED HEAVY MACHINERY CO GAS GATE -T TELEPHONE.LINE N1MIN RpOT BALL FOOTPRINT. PEtpCATE ALL EMSIING UTILITIES WHICH COIJFl.{CT iMM ME PROPOSED IMPROVEMENTS I.ON THE PLAN. q CWRORAIE WM TORN OF-ASEGAWR WAGER HVAC NEATNG/4ENTIATION/AIR a+w ucF_ UNDERGROUND ELECTEC O W AND SEVER MNSION. DNDITONING .p> �. PROPOSED LIGHT A. THE CONTRACTOR SHALL RE RESPOFISBLE FER ENAfiLHSt9NG AND MATNTANING ALL I.-PENIS AND HID RAE"LUNINNT SEWER NOTES, BENCHMARKS ADNEAWEI FON THE WORK. INY. INVRT R N CATCH BASIN r Z y I U.,POLE OUTLET CONTROL STRUCTURE T A MINIMUM OF TO FEET GEAR HORIZONTALLY SHALL BE MANTNNED BETWEEN SANITARY SEWER PIPES ANC GENERAL NOTE: WATER NOTE& NO MASS HIGHWAY IAKEIT ® p UDAM MANHOLE g WATiR PIPES. WHENEVER CON01DON5 PREVENT A LAtERM1T.9PARATON INi0 FEET ORA WATERPIPE, N/F NOW UP FORMERLY AREA GRAIN Q THE WATER PIPE SHALL BE SLEEVED FOR A OISTAiCE OF AT TENET 10.ON EACH SIDE. i. THESE PLANS ARE PREPARED FOR OUR CLIENTS USE ONLY FOR THE SPEEFlC WRPOSE OF OBTAINING PERMITS AND i. WAiFR SEANCE CONNECTED,SHALT.NAVE A MIN,P UP N.S,E,W NORM SGUM EAST WEST LL O 1 LOCAL APPR-,AND ARE NOT TO DE USED ON REALER LWON AS A CON,TRUCTON-.FAT OR ANY OTHER DCS OUTET CONTROL STRUCTURE CONTECII-UNIT GONE TO PREVENT FREEZING. O 2. ALL CRANtt SE41fR PIPE SHALL BE POLYNNri CHLORIDE(110)SUR-35 UNLESS OMERYASE NpiED, USE BY OMERS WTHCUT THE WRITTEN CONSENTS UHF.RECOLTNICK A GROUP,INC. 2. WATER SERVICE CONNECTERS SHALL BE AND MATED PG PACE 0 SEWER MANNOIE J Z 2 THE EMEDNIN CGNAGAN DEPICTED HEREON IS ME RESULT CG AN ON-THEII INC,INSTRUMENT SURVEY WE THE NORM AAS NER WAGER AND SEWER PROP PROPOSED SIGN 3. WHERE SANITARY SEWERS CROSS COAT L SEANCES,UHF.SENOR BEAU,BF LAID AT SUCH AN ELEVATION EA PERFORMED IN ACCORDANCE MIN 250 CZAR STANDARDS BY 1FG MONIN-CAMEROV CRWP,W BEMEFN APPoL 2O6 OEPARiME IN ECIODOWDE 45 NWRS AIIVAINO NOBLE TO RCP RENFQRCED CONCRETE PIPE ' SPOT GRADE ^'g THAT Tl{E GROWN OF THE SEWER IS AT LEAST 18 INCHES BELOW THE INVERT O iNE WATER PIPE. IF THE ANp O:CEMBER IS. SCNEOULE INSPECTgNS REF. RETAMINC xiu.e +168.5 OVATION OF RTp.SENOR CANNOT PF YAIEED TO MEET I S RRCUNEEMFNT.THE 3 ABUTTED STYUCNRES SHOWN HEREON ONE LOCATED BY A RE IECTDRt£SS TOTAL STATOM FROM IN PREMISE, 3. COORDINATE hl,&EURY HYDRANT CONNECTIONS DURING SIT SITE BOUND ------ 20NNG CISTECT BOUNDARY FL E WATER PIPE STAG NE CR PUBMC WAY. _ __ _ RELOCATED TO IS FEET O III SEPARATION Oft CONSiRUCi£D WISE MECHANCAL-.KMNt PIPE_ A CCtISTRUCTCN WART NORM ANOOMER WATER AND SF SQUARE FEEF WE p CENTERED OVER THE FEET ON 50 HAT BOTH.pM E OF THE-LL ON AS FAA PROIAN E SEWER PIPE IN_OS9ttIF. WETLAND NOTE' SEWER DEPAAiIAQNi. BAR SSA OWDSTTORAGEEAREA -' - - - SU,NO USFURBAPLE ZONE WHENEVER IT IS IMPOSSIBLE TO CETAN VfliTCA1 SEPARATION AS STIPULATED ABOVE,BOTH ME WATER TREE NOTE: SWLL SINGLE 4MITE LANE LINE 50'HIST{D ZONE N- FINE AND TAIL SEVER PIPE SNAIL DE ENCASED IN CONCRETE FOR A MINDUEN ISSUANCE O,D FEET tROM WETLAND DIFFER ZONES UNIN AL ET HEREON WERE APPROXIMATED(REM OBSERVATIONS UP OFFER WETLANDS BY LEG T. TEMPORARY BENCH MART( __ _ W THE CROSSING POINT OF THE OTHER PIPE AS MEASURED NORMALLY FROM ALL PUNTS ALONG THE%PE INNRONMENTAL INC.ON AFRIL 12 20I8 AND AUGUST 2,SPIN AND APPROVED UNDER O RESOUNCE AREA 1. CDEROINATE PREGONSiRUCTCN ONE WICK kiM TOWN TD TENCH DRAIN d 1R0'BUFFER ZONE W USTERMMATEN ISSUED BY TIE NORTH ANDOVER CONSERVATION GONESBTON ON OCTOBER Rl.2E5. OF NORM ANDOVER STAFF TO ASSESS THE E%i5TW6 TOW TCY O WALL- ^'""""�'�"�^"^ CSEETHE _ 1MM TELEFHONE MANHOLE V1 4, SANITARY SEVER LINES N LESS THAN 4 FEET OF COVFE SNAIL BE INSULATED TO I PREVENT FRE}ZMG TREES ON SUE M -II PIT (( �N.� TWEE POLE SPNITARY SEWER ONES YAiH LESS THAN 5 FEET OF COVER SHALL BE OUCI&E IRON PIPE. FLOOD NOTE: TIP T}PICI TREES K 5. ,IFEVE SEWER IF WITHIN 10 FEET OF SUBSURFACE DRAINAGE SYSTEMS. AN TIE SURSCT PR ON X.PROPERTY IS LOCATED IN A 2E AREAS CR EGAI ED TO BE ETT9 0.2X DE THE NUAL CRINGE AIDES UP TLITY POLE INTERIOR LOU LINE I 77W LAM AS ILLUSTRATED ON THE ROOD INSVRANCE RAT£MAP COMMUNITY PANEL N0,25009CO225F,NINIGI HAS AN W W TE2NDA AG FOR PERMITTING ONLY 0 WKER I.S. tEFEGTVE DATE OF UN.Y 3,SOTS. 0 a (� D THE MORIN-CAMERCN GAWP,INC.2019 A.05454 i e mm AAA-z I h Age In�¢eomR���m�" I � ` e €� a $Poi o e `40R Kim rg 1 Ft-� ,M cN 91, o MNN(RECORD) b R Po c I 4 m tnE!I�; Y � A� ��.it n����� /� �,., 1 1 $' Na � '• w^5 '� Pe f � lis l ` J� RuyxE�n as od 111 Ix oa T m 1 ff s� P P� >'•.t 1\ IR ice+ '°fi$g. 1 ERR � a -p 1 332.98' UL ➢T (�^`� Y W t'mmga -"} IG' 77 �� �w��R• m �� 4.:/ �v7 ' eXii�m ! mT 3ba .t'l8/ v >��" Tf g - ������ ! ftE61DENtF 0I61RI0 4 _ u1 rE a SINESS BU WA � �t I p E� 1iu MIR MIR 85zI_ Qscbons RELT(Rll(aoctt,Iv W6aC.ti UEL=WNRI) F71 gzz � U z 0 z EXISTING MULTIFAMILY SITE DEVELOPMENT PLANS REV'S'o"9 Rare Pw� The N0. BESCPoP110N DA,E Morin-Cameron g CONDITIONS "GOMu N 5 =1=1s "" °6Yi SR NORTH ANDOVER, MASSACHUSETTS 0NN CO d N g_q_iD GNEEMEO-1 SR PLAN A�RomBY, e fit; 'F2nUPiiN . 505 BUTTON STREET 3 iDNN GOMNENiS 9-0Y19 ORANiNO N0. (ASSESRWS MAP 74,LOTS 23,24$54) 4 Z 0 TABLE 9-10-14 BIAI.OIN o qe, G ENOINEEPS!ENVIRONMPMAL CON6ULTANTS� f PREPARED FC 5 6 HOWIt-t5-19 1a30 ` +t' LAND 6URVEYOR61 LAND ENE PLARSNER6 C'2 SUTTON STREET RED&OPMENT,LLC 6 FEM6E C91£R SHEEt i-31-1020 PAiE -MAY 18,2019 ,y.a32b CAP MATER SERVICE SUTTON STREET AT HYDRANT (PUBLIC-6zMIDG) f Li m �� CGNSTRUCPIXi 0.41E IN ALL NPDES PEAfAT SIGN INSTALL.WAIV D PROTEOT EXIST.ME B{q) PLACE SILT SACKS i 1�♦ `�� CONSTRUCTION MAT CUT AND CAP Ek ClW / I BALMS 1APam) ` / A V .._Fy. qj GAS SERVICE AT DATE % _:-_--_-__.__ / M CON9TRUCTION fENCE iET7 -- _ - a* /� Rox i z _- _.� ON', T ff ILE REMDVE \\ L 1 " '9 , _ _ ''� � i r coNsmucnoN sEcuwTr EENCE ANo A�'J//yfFJ�� uCNT POLE v 1 \ L Nv isn.ti8 ELT WIT NT DO AnDN(TYP.) � Cn � R D r) REMOY£ucnr PaE Rf Es u �` ' (To eE REuavEo) O Al.80%TO BE REM04£D\�' '+�\\I � ' b (�• A � I wwP,Exusn ANo UNIT iaoAovF cAroN aasws 1 c t ANO ORMN NPE v � m 1 V N�j �/ •�/ PAYEFlEIYOT/ AR FA i C �/ Q --t-••N�-- Ts ' -I ," / f 15 9.55 040.RC iA4ti.NG�,/y �j Y.i o '� a � T GeM "n in v I c r MALLS TO 6E < d 7 N'OTM C FiE>5 4E& ORyR P ({ i EXIINf i5PIi.CH T t 1.TERMINATE MIT.WATER SERNGE LINE AT MAIN LINE IN r N SUTTCN STREET. z �,�, DINIEk ISIT POLE 2 TEAMMATE EXISL SEMER SERVCE tklE AT MAIN LINE IN ' 1 SUTTON STREET. o m 4e MTS R 8 ,l - /�_ 7 l 1 ].PRSSER4E iREEH MHERE OSARLE. _ ,T i t ~T �,, ILI9 t / MULCH SACK AND SO 11, r ���+� L//11 I �4 1 I �� -IN To 8E N ¢ RAZED C.D.TO AssDLYATFD SiRU1URE5 BE REMOVE TREES PRESER4E AND PROIECi EXIST.iRk£ • (�i 111 r / �1 i ;f w ZA, = �'+ y l'. �1 OLDN LJ F sL-r rELNt(T) _'`'�-.- `-" NORSEs.IOE PIr E ro aE It }� Z�}j E `` � i. yyt ",.. � � >"...�'i cau�D[ANan> \4 A 1 PRC M C! 81FEER-M1 { a �\ IIIII W TCETAi"OESUE,," \t P j. •h_.J jm,' \ 14, a / � 1 �_ 1 IIIRu..�1 / tt "IT;,BULLC l04- PAMWE%ISTNiNECS tO'ROhDT PLAN A.t'=3D PREffI AND T PRG S. 's AT AN FOR PERMITTING ONLY � N- N 2018 DMT�5454 ZONING TABLE:BUSINESS 2 DISTRICT DESCRIPTION REQUIRED PROPOSED(LOT 1) PROP.LOT 1 AREA=141,100±SF 1 — X2 SUTTOON STREET LOT A— RE=S.F... i41,ICOt B.F(3,24t AC) CONTGUOUB BUpDING AREA i6,J50 SF.MIN. 125.924t SF.(289t s M SUTTON STREET HEIGHT Max ss'Max(a) S0..a' �_--- -- DYLL LOT PAN. too'MIN. 268't � (PUBLIC-62'WIDE) Z FRONTAGE 125'MIN. 2]129'. PROP.ART.WALL W ?� FRONT SETRAOR 2EF MIN. 2]'(5J /'J�- L —"' I ] �'�gyp, -- S _. l SIDE IMMOR REBDMINC /i P" QO - I APP M&M LIMIT OF (2) 25'+15'MIN.(2) a2'(3) _. ( PREA.STOP SIGN INDUSTRIAL 2 W TE'RSHD PRD�EGDON 91t w WEST SLOE EETBACK 25'MIN. 0'(EAVE)(57 / �tSiFiN-2 a `-' - �__�'Y 11 12�� y <QRQYfACE=21f.2B'TT-.-- 8U4fA.5511 — A ICi 1'(FCUNDNETON)(6) EAST SIDE SETBACK 25'MIN. 2D(EAVE)IS) �,.. 2B9'LOT iNDM F - REAR SETNAOK RESIDENTIAL Ul )RESID + () 2Y(FOUN(A?OPI)(5) y .yi \ > � r r r ZTON�WC S'EIBACK tRiE ' , l0i OFPM 30'FOR t00 MENfftONTAGE 4303 FOR 230 y \ \\\ M N f 88't LGr cowu� 35A MAR. FSCR AREA RARO C1S:1.0 T2:1.0(5) B I'EEreaGK(IMENDATON) BUILDING 1 OWEILWG UNIT OENSItt N/A iJ6 UNiiS �� I� V^^®6 I (5(40.ODDi SSA) 3 -_ B SEteAOK(EAlR7 ,4. (1)A PORTION M ME PROPERTY FALLS W11}9N THE WATERSHED FROTECTILN _-_. ^� .� ,/ - I �PP W 2p 'Y2+ DISTRICT. ,P. 2 I HANDIC RE IRD 1 {2)NORTH ANDOVER ZONING NO CAD TABLE 2 FOOTNOTE 2:"ADJACENT TO � RESIDENTIAL DISTRICT.AN ADDITIONAL 15 FOOT SME 0R REAR SETBACK SHALL LANDSCAPED UNBVILT UPON RE REW.D.ME ONE 15 FEET CF Ml TOTAL SEIN—A TTM THE RESIDENTIAL DIRTURBY SHALL REMAIN WEN AND OPERA,BE RNITARLY UNPAVED AND NOT PARKED UPON {3j MEASURED TO FOUNDAiWN + 'Tt" (R TOM!LE NORTH ANSI MNNO RnAW SECTION 195-Z.4 F;'A PARCEL OR PARCFSB COLLECRNIY GOMPRIS NC AT LEAST TERSE 1—4 Of LAND LOCATED YATHM A BUSINESS 2 ZONING TURRCT AREA ELDRUND FOR A WATER v� 7t, �^ /' OF ME MANMMUM HMGHT,FINE RESIDENTIAL MULRFAMILY DY,EWNGS AND '� —t( \ ` ( '+' SSA 1 g AJ( :.. lOVFIHOVRES DESCRIBED UNDER TABLE 0 FRONDED THAT SUCH A WAIVER W -- R 1 1 O 4' 1 SHALL NOT PERMIT A STRUCTURE TO-EED MORE THAN FOUR STORIED AND -- t 12 yGC LOPAGING 55 FEET IN HEIGHT AND FURTHER PRONDED THAT SUCH A WAIVER IS GRANTED / PRCV. I I BY ME F WNNING BOARD,AS SPECIAL PERMIT GRANTING AUMORIT',AFTER g ( - "� /�'"FRCP PEDESTRIAN STOP I F ^` �P,RB RAD US S;iYP.)PROP STOP I 1 rc y ME FLANNNG DOARD HAS MADE A OETERMINATIUN DATED UPON -'—� _ice / �RGSSING SIGN(Ri 5) SIGN ( -) `n ALL PIJEKING SPACES SHALL SIGN t ? ES o CONSIDERATION S THE SPEOAL PERMT CRITERIA DESCRIBED UNDER 185-10.7A ��' �A,,.,,,.,, &NNFRNDING SIGN »-^-'""� ( 1GC VGC BE 9 WiDE x 18 LONG 1 PROP.TRASH& m Of THE ZONING B11AW. {�^' ( F RECYGJNG ENCLOSURE (5)REWIRES MARANDE. 1 1 l } R ` --ry , , ��m 'w ✓ � VGC R5 25 125' 25' 4R 'S U+T o e PARKING SCHEDULE: _ — m' m NINEM ANDOVEft 20wNC BTLAW SCRCN 195-&A,A:REQUIRED:Mt4TFAMILY(i) 5119N0(28)T.25/UNIP2 D tip,,.✓ f o 2M PAR1-BED(5S)TS1Drur5s=e3 1 `' y T i T m m w °' a�m(;iat growrRS_,DB I asmSsaw+�w' ..._ i�T yT `, �i 7 m n o KING SOTS - -- YCypyG ANUMA D:95 SURFACE SPACES - - RI4 PARKING SPOTS(WCIWES 10 HANDICAP SPACES) I ---_ -__ / (114 I-ADUNG UNITS=i.SZ SRMIT REQUIRED 9SURREY DRIVE ______ 0 (1)PLANN64G BOARD SPECIAL PERMIT REWIRED $i { _ C NORM ANDDVER l4TBf1.EN AND TRAFFIC DRAW SECHON 180-2:REQUIRD:HANDICAP PARING IF MORE THAN 40 SPACES BUT NOT MORE MAN WC 2%OF PARKING CR 6 SPACE$, nsUTs vcG i 8 m m YMICHEVER IS GREATER. 214 SPACES*0.02-1.<8,R SPACES REQUIRES G R 22 BUILDING 2 P'6 1 a .ME PRONDED:10 HAWIW PARING SPACES _--_-.. MGC L WLVYITS, 1 I UP OR i F� STORIES) I I STREET MA99ACHUBEiTG 521 CNR 23.2.f:RECU&D:ACCESSIBLE PARKING SPACES v BSIt - + (5QOOO S GFA) 201-TOO SPACES:'!SPACES PP j� _ PRONNM 10 SPACES - (� I I MY 1 — — r S L-J Ss 1 m g25 SURREY DRIVE � SS LEGENDS (34 UNI 3 STORIES) 1 � INDICATES TRAMFL ( 1 I (66.OW t S R'A) /."'_ — i LANDSCAPING �1 I` DIRECTION f(Y t �111III bAtA�G#'D r OV¢R GARnGE a 1 I ;�. 4 IANINCAP REQUIRED �+ � (iYP.) � i F � F v 4 b PaNTEO AreRGw ' i � � Pano '�. II w = [p�y� LU, HANDICAP PARKING SPACE ' J055UNREY DRIVE JO APPROX LIMIT OF f00'BUFFER�� i y� N ~ ZONE TO OFFSIIE ISOLATED "' r- (W�y 'Z p \ VECETATD'AERANO �" \ .,g e L__ I 1 �. PRW FENCE DNM.) PQ$OBfEY DRE PROP.SHARM ADDRESS ASI SURREY DRIVE SD'NO-BUILD ZONE __ ANO NAWIENANCE EAIRMQ:'1'(t0.0Wt SF) ( Be NO-DISTURBANCE - --- __ - - :w _ z Ll � A50 SLRRET M. wPAPLAN J Z T/] DRI ABIIENANCE, PAR 0 IS P I �n _ 81IftDMG EASEMEtiT LOT NE J J DRIVEWAY EASEMENT FIGURE' CL 1`'°� FOR PERMITTING ONLY 0 p r•7 THE SU RIN-CAMERON GROUP,INC.MID NFL4 g � i £ bYp v SURREY DRIVE u (PUBLIC-50'WIDEtm " InG T�1 �� v• p 1 I L,. I vs • ��u � 1 t-et m. 1 � �t e f B = u C I t " 1 m Iv of o. s , t umm �z PROB.WAI g o i CD gym,. m m m-$--—— gl 0 I � MULTIFAMILY SITE DEVELOPMENT PLANS R E°'61°N 5 R T B. M R The.GRADING & No. DEAD PTSl DAr DRNNAGE OM HHEN 6-t3-i9 DR g8YA0R Morin.-Cameron PLAN NORTH ANDOVER, MASSAGHUSEITS O M DDMMEN 8-29-i9 NECKm R ��' Ci FY O 4J'P', (N L'. 505 SUTTON STREET a mm wH N s-0. +9 P xo m aY: Pc F GRAwwG NO. (ASSESSOR'S MAP 74,LOTS 23,24&54) 4 ZONING ieuE 9-,0-19 SGAIE 1,-�, C NEEPS EttvlagUMENiAG CONSULTANTS cc PREPARED FIXt 5 OUl--T ii-18-19 :q x LAND SAUSRVE .A I IAN C.5 SUTTON STREET REDEVELOPMENT,LLC 6 REY,3 COYfR SHEEP 1-31-2011t DALE: HAT ifl,2D19 V-st,td� G 4 0 1 i — I b �81 Vv o. r a d�� olm�9 P��o�9 m�s��m lflsR IVlu � s �'� <rt�� oil su N rasa u �A �eA sR� Ih r o U i r 1�` a IN ..j �t•-- i i z R 8 � (� J i Aw uA� e o N g 9ko o wgDa_ >AA "1 J C II he crp g NFl y -0 m 10 = 4fl 9 MULTIFAMILY SITE DEVELOPMENT PLANS "E B'°"s oN v Rr. PM/ The. UTILITY PLAN No DSDBDN DA Molnn-Cameron IN oRA��A� 3��� NORTH ANDOVER, MASSACHUSETTS W,COMM Nit 8-1 t9 2 tORN C(&MENTS a a'i9" CNEGxED BY:SPG iT4000"0' T 505 SUTTON STREET 4 TOPN G(kAMENiS - 'Inn BT:S C "�aDR -G NG. (ASSESSOR'S MAP 74,LOTS 23,24&54) ZONING TABLE H 1O-GPRPPAE➢EGkBUILDING HEIGHT it i5-19 0.6 SUTTON STREET REDES'CLOPMENT,U-c B REY�BE—ONECT i a+rzozo Dare MAv iB,zms TP 16-1 TP 16-2 TP 16-3 TP 16-4 TP 16-5 TP 16-6 TP 16-7 TP 16-B SURFACE 1626 -IS.1-ISI.D I" SURFACE-V. 165.1 SURFACE U�.�167.8 o" U---167.7 SIJR-E ELV. 157 2 A,SANDY LDAM SANDY AP:-LOAM —­-- A -11 S' A, IV AY SANDY LOAM LOAM SANDY LOAM II. AP:SANDY III N�SANDY 1-0A. �Xl AD,SANDY WAN AjY SANDY 8,SANDY SW;SANDY LOAM '7 22. SANDY 21" D, IANDI DO. 21* 21 0 B.SANDY LOAM 2A' '0 j IS,X w U Z 17 I'E 7S7 IS, '7 41 1- 2G:SANDY AM S" w / 2S""Y-m \ MDRAWLy ry LDAM SANDY LOAM SNAILy 56 . 5ANDY- I SANDY LOAM DSAll A HH2 A 71�XA 110 TP 16-9 TP 16-10 TP 16-11 TP 16-12 TP 16-13 TP 16-14 TP 19-1 TP I9-9 N--1-IDI., —1.11-­3 SURFACE I--ISS.7 D SURFACE ftR 160.2 -AU Ul IS S-ES, S, Ir S, ASPHALT-- -ASPHALT LAYER o V lift SANDY ' 17 // A,SANDY L Ap�SANDY LOAM N- Y A./LOAMY LOAM/LOAMY - iN.SANDYxSANDY ISAD) NAND D MY SAND MAY A--YSAND IS- C -A:SANDY LOAM A,SASY NIA 14- 7 SANDY - 31° 42 SF E.. w IS- W ESHSA 11:SANDY LOAM 45' �7 -w S"ESHGM A 9 1 K:SANDY - S,- SANDY M SANDY LOAM SS 11 S-Y LSAM bNo 22A A,,y -S -M --y GRAVELLY GRAVELLY R X / \ l 1 _ IDS' lir 9 TP 19-3 TP 19-4 TP 19-5 TP 19-6 TP 19-7 TP 19-8 TP 19-9 RFACE ELEV.-167,3 SIR---167.2 SURFACE-1 IS., SURFACE ELSV. -S SURFACE ELEY-1600 SURFACE 4EV 16A2 'U'D S' 25 MY,-Y A,:SANDY AM SANDY UIAM SAASY A,SAVOY LOAM >< -1 SAND LOAMY SAND -Y SANS SAND S SAAS p. SAADY-/ DIA LOAMY-D DS .My-mIN SANDY LW -A- 2c SANDY GRAVELLY AS. M SANDY AM .SAANI- lAlL Y aDY EINSM SANDY A-Y SANDY IS Sl'EIHSA 'S.ESHSw AM 2� Al' 4A' A,I AM, ::!p 2�'-w cr w TP 19-10 TP 19-11 mmxT-N-(-) 0,SURFACE SLEV=163D 0^SURFACE- < F= zs LOAMY SAND..A Ck� SANDY SOIL LOGS LOAMY AD.1Y 0 -1 11 2016&-I&.19 PERFORMED MY. IXANDAR I-M SE 0- NA yY0AM Y NORM By NDR ANDS- DF HEALTH 2.-DI-M I. SSA- 4S' 4e (n 3 FOR PERMITTING ONLY n THE MORIN-CAMERON GROUP,INC.-S IN.J-4 2"z 2'WOODEN F'S®2`EACH BAY T STAKE N TYPICAL SIGN TOP ANO BOTtANP FlLiREX%Sili SOX% I SEE PLAN (12'-18°11PICA NALUP . n ❑ �2°CLEAR CATCH BASIN GRATE AREA r0 PROTECffD WORK AREA o " E f�. F CATCH SILT SACK GRATE r1^��-� EDMPACTED SUBCRADE i0E FOOTING O SILT SACK 2" i2" 2"GlEAR gs BASIN E° ��� ENTIRE PLANS TOR 2°GA.STEEL POST 4,000 PA ME COMPRESSIVE STRENCTH CONCRETE B"THICK B' -LiREx al roxz:sanON "PASSED CONCRETE DUMPSTER PAD s 'mg RESTRAINT 1°RERAR FOR NOT TO SCATS lye�''Y d gym$ -�, BAG REMOVAL � C STAR ON TO 4 LBJET°U° I F 5EGIlON ELAN' LINEAL SPACNG GLOW o CHANNEL ty� (OAVANIZEO} G^` NPSLOPE i 1 tf4' � �w NHS , um aS L INSTALL SILT SACKS IN E%ISTNG CATCH BASINS.INSTALL SIT SACKS IN =a MEW CATCH BASINS AFTER RSTALLAIICN. WATER FLOW—+- 2. ORATES i0 BE BE ROTC LT SACKS. OOWNAOPE m -tin � m 3. SRTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER AIL STORM WORR AREA AREA N BE LANDSCAPED AREA EVENTS AND CI£ANING NO REPLACEMENT SHALL SE PERFORMED WHEN PROTECTED STAKE ON IS - 3 i/2• DEP TI OF SEDIMENT IS AATHIN 6`OF GRATE `. LINEAL SPACING pDeT SSCnGN 6 FI iRE)f%SLTM%%P�A'�W W N.i.S SILT SACK SEDIMENT TRAP SO FULLK NOT ro SCALE 2'DIA CCNCREIE SUPPCRi SOAK -"-slQl 3 XOT AND _ a MN '✓0 1 I a _ WASHERMULCH SOCK 1 s.EsIcVAN(Noi To sGALE) GAEWMON SILT ACCESSIBLE I _IT1=_ ,I lilt VAN ACCE55IBLE FOR SIGNS RANGES GNLY IN LANDSCAPE AREAS POST M0�°-T-IRS- 0 05 TTON STR s �' m m r STONE FOR STABILHATON CONSTRUCTION ENTRANCE SHALL BE 2-4`VINE, _ SIGN PO MITST ACCESSIBLE PARKING SPACE SIGN g N PECLMMED STONE. - m STAPLE TV' _ ~" NOT TO SCAR 2, THE LENGTH OF THE STAKIEED ENTRANCE SHALL NOT BE LESS TIAN 4C FEET. ON CENTER STAPLE 12' ( s ON CENTER 3, ENE WIDTH OF THE ENTRANCE SHALL BE NO LESS THAN THE MDUH OF THE INGRESS F m_IS T m m OR EGRESS DRIVE,OR 16 FEET,AANYRVER 6 GREATER. �) M.U.T.CD.LEGEND AADTH HEIGHT SYMBOL 4. P-TEDECTEXTIE FILTER FAEAIC SHAD. f4ACED OVER THE ENTIRE AREA OEM TO gLAgNO BTNR. l y \ 5 ALL SURFACE WATER THAT IS FLOWING TO OR DIVERTED TOWARDS THE CONSTRUCTION �`� SPACE EhNLY,S'TO 10'itP. m m ENTRANCE SHALL RE PIPED BENEATH THE ENTRANCE R PIPING SS IGOEB CAN A !v 2 OVERLAP BERM TUT MINIMUM 1 TO 5 ACPES THAT CAN BE CROSSED BY AE}IILIEB CAN BE {MIN.) '4 m LTA C. �ENIENTRANCE SNAIL BE MAINTAINED IN A CONE!THIS THAT PALL MEtPER TRACKING TETW RAR R1-i 30' 30` ® z G OR FLOWING OF SEDIMENT ONTO PONE Cf WAY THIS MAY REQUIRE PERIODIC FD NOTHING WITH ABLI MEASURES STONE AS AP NTIONS DEMAND ANT REPAIR ARANGE lP (S ACIF 40 MESH FABRIC DA TOPER OF ANYBOTH TRASHES USED i0 BRAT SE RENUM SEDIMENT SPILLED,WA91E0 RACK EPO%Y COAtIDJ GR TRACKED ONTO ME RIGHT OF WAY MUST 8E REMOlR)IMMEDIAIEI.Y ( h OVERLAP MIN.) _ ttPifel eLtEj- N/A 24" C 3iAPLE 12"�. N EE ON CENTER L L y� BERM OR STAPLE AS NEEO ST 6'LOAM h SEED V jf� Yo PREL£NT RuneFE FROM � ELEVATION �� DIBgiAflgNO FROM THE SIZE i I H RiCiE 8 VERIFY TEXT P i9 ORDERING = NOTE: W F a TOP RAIL SEE MANUAL CN UNFORTHE LATEST TRAFFIC CONTROFFEGIRG DENCE5 TIFF, INER S,GGS HIGHWAY PENTRThTURE W N STANDARDS FOR ME LATEST SIGN SPEgflCATONS,TEXT,DIMENSIONS,COLOR ARE NOMENQATURE. ECAIE 1. BE GW AT 141E TOP Of BLANKET INBTALIATON AREA SY"GROPING BLANKET CORNER,END OR ..� SIGNS W Z uj v E� IN A N'DEEP TRENCH MORE1 AND COMPACT TRENCH AFTER STAPLING. LINE POSR ��. NOT TO SCALE 0 O J gam. y� 2. ROLL THE BLANKET DOWN THE POPE IN THE DIRECTION OF THE WATER FLOW mj WrLF�/ 1-n 3. THE EDGES OF BLANKETS MUST BE STAPLED BLON NPPROR 4 INCH OVERLAP 1 WASH i' HERE 2 ON MORE 61RIP'MOTHS ARE REOIIiRED. o� 2`50.WD00 POSf Tf') Flit ING. 8'O.C. �qy /f' i - m A MIEN BLANHEiG MUST SPIKED DOWN THE ROPE.PI-AC£CLANKEi END DYER %RAP-ACHMFNT CORD AROUND J Q-"of / N.0 HEAVY DUTY END WITH b INCH(MIN.)OVERLAP AND ANCNOR OOYM SENSE RIANKET IN A 6 a +� / - POST ONCE CEOT:%TRE FABRIC INCH BEEP TRENCH. °m-� ANGLE W➢ql POST - O CCNCNETE FOOnN6 q SI.IGHTY UP !- (2600 PR-TWE 1 W !- %CAE 1D ORDAIN 30' & —US OF INSTALIAnON SHALL A AS PER MANUFACNREft'S RECCMMENDATONS r m;� {M„- SLOPE RUNOFF INTO I "W J TO,OIA®LINE PoSTS .v � SEriLEMENi BASIN OR V-4`®CORNER. GOWN SLCRE PLAN PROFILE PULL UP ENO POSTS �<C ".; SEC71°N '`8a EROSION CONTROL BLANKET SLOPE STABILIZATION'`"'' NOT TO SCALE AND HARDWARE TO z STABILIZED CONSTRUCT70N ENTRANCE DETAIL BE As PER MANDFACiIAEER'S BURY FANNIC B"MIN N O NOT TO SCALE SPECIFlCAnON, GROUND.00 Nor PUi SA, (_- a+wTLAx ED sm aNC of E.E O t!) CHAIN LINK FENCE ND7Es O J NTT TO A. SILT FENCE W SILT FENCE TO BE METALED AROUND UNIT OF WORN TO � RE NUGlCA+ MI RATDN� °FOR PERMITTING ONLY VMENT DURMS MIT AD SCALE o m cq CUVSTRUCRGN. a U ro THE MORIN-CAMERON GROUP,INC.2019 PRO,.E3454 NOTES: L PROVIDE EXPANSION JGINTS AT MIN.3O ET.D.C.VAIN eLE PRE-MWLDED JLBNT DOME, BIHLCME FACE CR t OPRaJ1Y �4"WHH£STRIPE{TYP.) 2. PROMPE COX—JOINTS AN S O.C. MAND W.£CT 3. PRONNE DRUMM EXIST IN DIRECTION PERPENDICULAR TO CURB. JOMT*SEAW T A. —ENT CONCRETE SHALL BE kCDO PSI-TYPE IL (WHEN RE70),,25'(TV, ((TV,UUNLESStliN IS NOTED ERMSEj( � }'PREFORMW Fr 4 a ¢"'I NI EXPANSIONDR.-j ' \ �''. rC, gg VARIES m Y 4'CEMENT CONCRETE(6 }L� �/ MiiTE PAINT WNIIE PAINTCOME iHiCJf IN VEHICULAR AREAS) ,✓ SV 11NI9T PAYEMENL W'W'4ff1 GCNCREff \ \ 1M" ' <G 15%(MA%') / SIDEWAt1C /�E IS WARNING PAD 4 SEE NOTE 9 MI _ 1/4•LIP(MAX) 8°COMPACTED CRAMEL PARKING SPACE STRIPING •� '+�'��� GLLnwr caucRETE .1.PUNT NO2 TO SCALE GOOD P9-TYPE 1) CONCRETE SIDEWALK � NOT TO SCALE e ARROW STRIPING �A Km TO SCALE TRaNSInoN 4°M E STRIPING T-e• Q CURB UP O.C.AT M,IN LOADING 2s+,M TtUNCaTEO AREA(TYP.) Wk COME WRFACE Y ADl`T'f y '< ooR '2' C�y�b m q /.' '' 4'WHITE STRIPE{TYP.)—ti D CAPSTONE 1}'BITUMINWS SURFACE COURSE — (dtANIIE 4,, y LEVEL PRECAST CONCRETE `\`�� ��°; �• 2}'...RULE MINDER COURSE Q C NUM \/ - MUM MCOULAR BLOCK MIN.8'REVEAL m m m w L�_ PAVEMEM (TYPE VARIES) m,$ '4?' NAMUDAL sTAUMARA PR P L�,P.f,�p COMP LOW PC1NT ACCESS R, SYMMOL S l pp T p MIN.2'FROM WALL ' PAINTED ON PAVEMENT T TE' i TO PREMT STANDING �+m 1 , Y2"COMPACTED CRA4EL BASE CWRSE 'PFf r WATER AGAINST WAU ttPES� .OF PANT 'm i. THE RAMMUM ALLOWABLE 9DEWALK AND. RAMP CROSS SLOPES SHALL BE T.SX(T%MIN.). �'• I-'K' �' COMPACTED WAL AND 1. OIL/WATER BASED Y� 2 nE NARROW ALLOWABLE STIR OF ACCESSIBLE RWTE CURB CURB RAMPS SHALL BE 5%. tY IMPERNWS „•' ���z ��+ (REMOVE ANY UNSUITABLE MATERIAL AND 13¢PER LINEAR FOOT iB'-O°(iYP.} 1 'ME MAYIMUM pLLOWPBtE SLOPE OF ACCESSIBLE PONT CURB RAMPS SHALL BE FILL MATERIAL z REPLACE MM S51 COMPACTED FILL) 2. MERMOPLASRC 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT DBSTACLE IN ACCE518LE m _ RGUTE ILE.HYDRANTS.UTILITY PGtES TREE REELS,SICNS,ETC.) $25D PER LINEAR FOOT 5. OUR TREATMENT VANTEM,SEE PLANS FOR CURB TYPE m FAC NG PER a a s PAVING NOTE: ACCESSIBLE PARKING SPACE 6. BasE OF RAMP SHALL GRADED M PREVENT PONOING. 2 rc CLIENT OWNER ~ ~ i. PAVEMENT SHALL BE TYPE i,CLiSs T BITUMINWS CONCRETE. 3. SM RETIECTIVE 3 SEE TYPICAL 90EWALK SECTION FOR RAMP CDA,,AUCTON. r / 2. PAVEMENT TACKNESS AFTER R=M. WORER LINEAR FOOT NOi MUG _ C WHERE ACCESSIBLE ROUTES ARE LEES THAN 5 IN MDTH(EXCLUDING UNIONS)A 5 X E PAINS c+ PREFERENCE --) AREA SHALL BE PRONGED AT INTERVALS NOT ro EXCEED 1.FEET K NOTE.THE PRICES ARE PAVEMENT MAX SLOPE 2%IN 9. EUMINATE ALL CURBING AT RAMP(OTHER THAN VERTICAL CURBING,UNION SHALL BE SET FLUSH} ¢ I^ �-COMPACTED SUBCR, _ ESTIMATES ONLY PAVEMENT DETAIL ALL TOPECTIONS. WHERE IT MUM BNOWAY. s i g (,PCAVATON tiMli (NOT ro 9CALE) v ez{� VANES) WHEELCHAIR ACCESS RAMP DETAILS a z x a COMPACTED OACKFRT, Z (NOT i0 sGAtE.J w o I d U iN 0- TREATMENT VARIES - Z � v h~Z FREE DRAINING LtJ •M W CWPACIEO VERTICAL GRANITE CURE __ .•,• ( BaLKFilI d W N CAP ROCI( ,�\ ( (•� C/7 40L TACK COAT () 4"12°AMPSPL J (n 12" BIT.CONCRETE PAVEMENT (2 S NMMUHEM f .. PERFORATED W g$Ay o g OOPS DRAM Lu G (MIN.) roP CWRSE(I d MIN,) AINhn wRFAGE,AXIMILE 1.` = - (SLOPE ro DRaN) ELOPE VARIES. CL 8 i ttU EMBED TCE PER 12"COMPACTEC GRAVEL F FINISNED SURFACEF > 1D MANUEACNRFRS LEVELING PM,EXTEND PAO SPECECAnONS M BEYOND BLOCK FOOTPRINT. (a 4 III L�AND ALL SIDES Z§1 O 1 TER FABRIC 1.MIS MOWLAR BLOCK RETAINING WALL DETAIL FOR DEMONMTRARCNAL PURPOSES ONLY, REFER TO `M L�N 9 MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES. Q a T-D'(MIN.) U. ppp UnI, OWdCREiE 2 PRECAST CONCRETE MEW-RLWK LINT DMENSIIXTS,GIXDR ANO FACING CAN VARY PER F L (300C PSI-TYPE 1) COMPACTED CtIENi/OYMER PREFERENCE. 11 COMPACTED GRAY➢, 3" --- NA 8 OGRAD } D BFINIMG STONE 1. CRADE,DRAIN STALL BATIIGHT AND/OR WEEP HOLES SHALL BE TT O UW AT THE TCE CL FlNISNED GRAVE PREINSTAI.1.fR SNAI.I.TAKE CARE N STABIVZL THE BOTTOM CNWN WSCNARGE POIM TO WMPAC2D SfIBGRADE 2.D' METIER FABPoC PREVENT EROSION. ,R 6"CPoRWAiFlT U. B 12 t GRAIN SET IN ie-, 4. BOTTOM DRAIN EM SHALL BE DETERMINES IN ME FIETD BA4U ON ANTICIPATED (MIN} CLEAN WASHED S—E GROUNDWATER{SURFACE WATER COAMPONS TO ENSURE AOEWATE CAPACITY. z NUCTW FABRIC TYPICAL NOW AR BLOCK RETAINING WALL _J, NOIE,m nor ro seaLL VERTICAL GRANITE CURB(VGC) NATIONAL STANDARD ACCESSIBILITY SYMBOL 7V:iH PLACED STONE SLOPE MA IA E° w NDT TO SCALE NOT TO SCALE NOi TO SCALE FOR PERMITTING ONLY g O THE MORIN-CAMERON GROTIP,INC.2010 PROJ.B3454 Q g T UNCISNPBED ,y„ �5l n�9 9 v 9!29 F m9 o A n Tk bm y �o� 3� oaoa �gw g � m FB"7RR5T'r` V s R Il 2 i'� R n_ qa SA - UFPiN VARIES F a "_ W! s m Z. lam ro s % Q� Elm ems An�F z ONII, g iw u RH 5'MI SIMR o MIN.m GRAIN } N -G o a a a FTI F a o o�os 5 z v �_ G M gaits^ t-.z u _ 2A°MIN Nn w NSSr'.'i '— y no ^Gag Xis N-Wm i �,n q g g �g�T'o MULTIFAMILY SITE DEVELOPMENT PLANS R E°'s I o"s R Br: v/� The, CONSTRUCTION IN N0 £ R1P ON 'AlBaArnro B BR Mofn-Cameron DETAILS III NORTH ANDOVER, MASSACHUSETTS TOM CCIAHENTs a+a Ie \e Z TOM CGMMENiS 8-29-i9 CHEIXED BY:SPC AS y 505 SUTTON STREET 3 TCNN(bMMENiS 5-mi i9 a DO.%NO, (ASSESSOR'S MAP 74,LOTS 23,24&54) 4 ZONING TABLE 5 G-18 ENVIRONMENTAL C0 CONSUlTAMS y � PREPAflED FOR: 5 BNItDWC NpGHi ii-15-19 QRS ItANO USE PtFWNERS SUTTON STREET REDE ELOPMENT�LLC 6 K—ce>�ER..T I-Jt-2oz0 DAh: MAY t Mm PH!-S��za7a �9 MCNgJM1D ��R EGGEu,RIG ff99 g� BASE SECilIX1q SECtICN 8• CONE gC PM o� SEE—A 1E 'oy' ��•�gG FgF 6A�4-'SEcnaM sE°cnla cwa'E 0W., N 4G a .Ar'->i>�� ALTERNATE Ma J 'OP M_ N - y��s egg �s �� � <•6NM. � � b � � I � m s =AoP, 88 o , >T Apo n N N ~ 3 o 28 �m s e Pu H OAR m� Pp 2 g �,. ywN emu'-f`i � .p}• gg mm 5ARi f �zmS 8 9'� 09 Sags g _ z + g inw .�-'z teion tso[Izt9li�' 7i ag � F� m� i m (e-3",i6Wn�~ H— VPPoCS 11 4 in . u N F- y ` g gpopROm Cg�;K 8g® �g F3- cli h�msg5R » c qn �'�s8o§oas TE@ � 5p �a 2o gog� ��F5 (zl vARweEE _ £m� ��y��A�. � ®oy� H�.�^1n1 90 gF � z^' o s F g - m m �VAA1A61£ f2 I d, �m o� 191 G7 � rR. sue' Ax MULTIFAMILY SITE DEVELOPMENT PLANS R E V S O N s SR eY: aM v The CONSTRUCTION IN DE�� D^h p D 6 A9R Morin-Cameron z DETAILS IV NORTH ANDOVER, MASSACHUSETTS °" VM° 8-1 19 roµM caacM>s a-s9-ta wEcxEo eY-�sPc v$�� i� 505 SUTTON STREET a roxw CCiAMFNiS e-oz-Is Aveaor�o ar:ac G R O U P:, I N G: i o °RA.N°No. (ASSESSOR'S MAP 74•LOTS 23,24 k 5a) a 20NIMC iAEtE 9-i0-19 ^' C ENO—E i I., CONSUI.TAMS• PREPARED EOR: 5 BUIU)INC HEIGHT i,-15-19 � '=36 tANp SURVEYORS ILAND USE PLANNERS �•�� SUTTON STREET REDEVELOPMENT,t.LC 6 REVISE G➢4ER 9iE£i 1-31-2➢20 DATE MAY 18.1019 �$+-2d2o Rp ELEV®170.14 ALL DRAIN MANHLLE COMERS SHALL RE > COVER I,FRAME ASCQI%Y: ,Y HOPE ALL DRAIN MANN-COVERS SHALL BE T COVER A III A-1111; S� BNSTALLED i0 MARRAI WITH FITLH OF USE EQUIVALENT R)EJIW N DMN-3 INSTALLED TO CONFOED WITH PITCH OF USE EGUIVALENT To, O I. ,,. 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I �omm�. ieiaTM"1 f c i a t zr�mf E., Shee Site tLighting Plan c � i °m BUILDING 3 �f BOLLARD LIGHT-KIM"CB32' I I Project No.: / l 19-11 i Issue Date: NORTH 05.14,2019 ip hest No -- ---�---- --- - --�_- -- ----------- Ll 2 MM HI �-4s-PIS sog MLIHWUHM Wd4d323VH)S V� �11-1'1 I NIIIMCUAM3�EMS NOL(1� �iN2V,\LDIWVJ-Ag�iE NOJI(IS DNIJIM El SNOUVA313 WI?13-LX] El HIIII IlFil Ltj 0 ry U rl EB Oi I III III ill' III ijj�� W� � II,� 'I III I aiI L J Ldu II I all a, II EE III II II dill M IF th 4 z 0 51 w t� AM _ �� - — III z a 4 w s oz o p o REAR ELEVATION (SIJTTON 5T{'.f_ET ELEVATION) REVlS(OIdS.-- 737.2020:Revl_e Corer Sheet DRG.N0. 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