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HomeMy WebLinkAbout2020-02-25 Updated Plans for Construction 6/3/21 €UNflENCE a�u QCIss C!/f MULTIFAMILY SITE 'SCHEDULE OF PLAN SET DRAWINGS: S - 8 DEVELOPMENT PLANS C.2 EXISTING CONDITIONS PLAN 0 H CNAOMOC$T - C.3A DEMOLITION PLAN 4? _ u z 5� t C.3B EROSION & SEDIMENT CONTROL PLAN ; �o g g 505 SUTTON STREET C.5.A OVERALL�GRADING PLAN C,) 11, s�� (ASSESSOR'S MAC' 74, LOTS 23, 24 &S4) C,5.B GRADING & DRAINAGE PLAN a a " Ipa FOIIOSTERR C.6 UTILITY PLAN r -- NORTH ANDOVER, MASSACHUSETTS C.7 SOIL TEST PIT LOGS PLAN A LOCUS MAP M REFERENCE NTTP:\\MAPS.M/SSOSSTATEMAUS C.9 CONSTRUCTION DETAILS II +� u N SUWON STREET- ~ � C.10 CONSTRUCTION DETAILS III LE�LIe.6l�0� C.11 CONSTRUCTION DETAILS IV ,$ CONSTRUCT SEQUENCE:ION " C,12 CONSTRUCTION DETAILS V TO PREVENT EXCESSIVE EROSION AND SILTING,THE FOLLOWING CONSTRUCTION SEQUENCE COUPLED WITH DINER .I I _ C.1� CONSTRUCTION DETAILS VI � hg %SDF.f.Y ACCEPTED PRINCIPALS FOR REDUCING EAMON AND SEDIMENTATION MALL BE IMPL.FMFITIM IN TTE l O AICIPFIENT OF THE SITE 1. THE CONTRACTOR SHALL COORDINATE A PRE-CONSTRUCTION PIETRO AT LEAST 48 HOURS PRIOR TO ANY $1'7 M CENIFR CONSTRUCTION ACTIVITY WTH THE OMHER (OWNER'S REPRESENTATIVE), PLANNING DEPARTMENT (BYO7HERS) r 13UILUNG 1 RTABILIZAION AND ANY OTTER IROSIONIED TORN DEPARTMENT ROL SHALL BE I BUILDING ARCHITECT: CIVIL ENGINEER AND SURVEYOR: 2 STABILIZATION PRACTICES FOR EROSION AND SEDIMENT CONTROL. SHALL DE INSTALLED PRIOR TO COMMENCING CONSTRUCTION ACTIWTIM PEACE EROSION CONTROLS AT LOCATIONS INDICATED ON THE SITE I �.t DEYELHIPMENT PLANS - R.A.SCHAFFER&DA V41TE.ARCFATECTS THE MORIN-CAMERON GROUP,IHC, 3. CONSTRUCT STABLIIED CONSTRUCTION ENTRANCES AT THE LOCATIONS NOTED. P.O.BOX 447 25 FONflZA AVENUE 4. ALL CATCH BA&HS SHALL BE PROTECTED WITH SB.T SACK SMENT TRAPS 1 �7 i5 6. IN PREPARING TO REMOVE PAVEMENT AND MAIUUALS FROM THE WORK AREA ON THE SITE, CAREFUL - / 112 ELM STREET HAVERWLL,HA 01830 yyy CONSIDERATION SHOULD BE MADE 10 THE:EXTENT OF D*TURRANCE SO AS NOT TO DISTURB MORE OF THE3 GOFFSTOWN,NH 03D45 PHONE.' 978-373-0310 STE THAN WHAT IS R47ERM TO BE IMMEDIATELY DEVELOPED ANTI RE-STABILIZED. / N PHONE:603-497-3405 �� �� ��•+ 6. DUE TO LIMIIM SPACE AYARAELE CH THE PRE6SE,LOAM AND SOIL FKCAYATED FROM 7HE WORK AREA SHALL BE HAULED FROM THE PROPERTY AND STOCK PILED AT A LOCATION TO BE DETERMINED BY THE a z ,SITE CONTRACTOR, IF MATERIALS ARE STOCKPILED ON THE SITE WHERE THEY W'9L NOT INTERFERE M'M it LANDSCAPE ARCHITECT: DWSTRUCDON AOTTVITIES,THEY SHALL BE LOCATED SO AS TO WHIR7E THE POTENTIAL FOR ER05I0H INTO _� RADFER DESIGN ASSOCIATES EXISTING DRNHACE INFRASTRUCTURE.STOCKPILES SHALL BE STABILIZED WTH MULCH SOCK,STILT FENCING LT C45 CONCORD STREET,1100 a ' ✓ 0R EQNYALENT. STOCKPILES LEFT FOR GREATER THAN 44 DAYS SNAIL BE SEEDED WITH AN [ROSLC4N J7 JT j1 _ FRAMINGHAM,MA 4170E CONTROL NDL NO STOCKPILES SHALL BE PLACED WITHIN THE 100'BUFFER 20E TO THE OFFSITE WETLAND. - 7. REMOVAL OF ALL DEBRIS OR MATINEE FROM IHE WORK AREA SHALL BE DISPOSED OF IN ACCORDANCE PHONE:S08--736-6144 MATH FEDERAL, STATE, AND LOCAL RECULATQHS UNDER THE OVERSIGHT OF A LICENSED SITE _ a REMOVAL OF {ESP} a _ CURRENT OWNERSHIP: & RELLOVAL OF ALL E705T1NG UIIUTES TO DE CUT AND CAPPED, AHiI COO401NATE0 WITH APPROPR1lE UTILITY COMPANIES 4 4 STTTION STREET REDEVELOPMENT,LLC z 505 STTTON STREET EROSION AND SEDIFAtn�,T ON CONTROL: g DEED BOOK 13569,PAGE ASSESSOR'S MAP 74 LOT 23&54 m h z STATON STREET RFAEVFLDPMFNT,LLC o 0 WHOEL ACCEPTED PRACTICES FOR REDUCING THE EROSION AND PERIOD POLLUTION DILL BE EMPLOYED W ME 4T7 SUTTON STREET DEVELOPMENT OF 11NHS SITE. REFER TO THE CO451RUCTIOM PEEiiOp POLT.UTIOF PREVENTION PLAN FOH THE BUILDING 3 � - � y� PROJECT IT / DEED BOOK I5680,PAGE 244 ASSESSORS MAP 74 LOT 24 } I. THE DEVELOPMENT OF THE SITE HAS BEEN PLANNED TO PATCH Ek7STING TOPOGRAPHY AND GROUND / \ - w COVER, EXISTING DRAINAGE PATTERNS OF THE SIT£HAVE BEEN MAINTAINED 10 THE EYTENT PRACTCARLE CURRENT ZONING DISTRICT: LEGEND rc 2 STEEP SLOPES,WHERE POSSIBLE,VALL NOT BE DISTURBED. BUSINESS II & THE CONTRACTOR SHALL MUM THE AREA OF DISTUR13LO LAND TO THE EXTENT FEASIBLE. / � ` FROSTING PROPOSED 4. SEDIMENT CONTROL MEASURES WALL BE APPLIED TO CONTROL ANY SEDIMENTS THAT MAY RE PRODUCED AS A RESULT OF SITE CONSTRUCTION ACTIVITIES EROSION AND DEPOSITION CF SEDIMENT WILL BE CLOSELY ! / EL2V�HEREON ARE BASED ON MONITORED DURING CONSTRUCTION HAV08& _•-i-♦-�-•- PICCEBT FENCE . 5. TEMPORARY EROSION CONTROL MEASURES W11.INCLUDE,BUT NOT BE uunrD T0, FILTER FABRIC SILT ABBREVIATIONS: BUJDINC FENCES,SEEDING AND MULCHING,SEEDED FILTER STRIPS AND SLY SACKS IN CATCH RONS(MSTRNC AND PARKING STRIPING NEWLY INSTALLED). AC ACRES PARKSIDLING & TOPSOIL STRIPPED FROM THE SITE WILL BE STOWLEO FOR LOAMNG AND SLEDING AT LATERALK WALL CONSTRUCTION STAGES. THE STOCKPILES SHALL BE LOCATED SO AS TO ACT AS TEMPORARY DIVERSIONS, APPROX. APPROXIMATE GENERALLY ON AN UPHRL SLOPE. SUp BOW BOTTOM OF WALL - SHOW STORAO:AREA (.!) 7, SITE DEVELOPMENT YELL NOT COMMENCE UNTIL ALL TEMPORARY EROSION CONTROL MEASURES ARE IN +` l,1' CB CATCH BOFW PROPERTY LINE - - BEEN ESTABLISHED MEASURESPLACE THESE SHALL BE EMPLOYED UNTIL FINAL PAVING AND ADEOUAIE VEGETATION HAS �(�BCIC �1 SCAIEL�tf',---60' COS SCONTECH EPARATOR�ODYNAMIC IE B. LIRE CONSTRUCTION PHASE MUST COMPLY%TIT THE ENWARONUENTAI PROTECTION AGENCY(EPA)NATIONAL ' FL2p U CCNC. CONCRETE - N -K CHAIN LINK FENCE POLLUTANT DISCHARGE E7IMMATON SYSTEM PROTOCOLS, AN EPA NOTICE OF INTENT SHALL BE FILLED DUN DDRAIN UD MANOOK --------- MANHOLE - 162----- f62 CONTOUR T � � Q OUT AT LEAST 2 WEEKS PRIOR TO THE START OF CONSTRUCTION, 0 30 60 120 Do 9. NOTIFY THE TOWN OF NORTH ANDOVER AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION. ON DRILL HOLE ----D D- -o D TRAIN PIPE Z W J tl GENERAL UTILITY NOTES: - i SITE PREPARATION NOTES: Ds DOMESTIC SERVICE -s 5- ---5 5- SEWER PIPE LLI S ''.. HO MANAGEMENT SYSTEM NOTES: I DY'LL DOUBLE YELLOW LANE LINE -I o- -0 0- CAS 3LINE I. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND EP EDGE OF PAVEMENT R. STORMWATER CONVEYANCE PIPES SHALL BE HDPE(ADS N-12)PIPE UNLESS NOTED OTHERWISE STRUCTURES AS SHORN ON THESE PLANS IS BASED ON RECORDS OF VARIOUS U71M COMPANIES AND MERE 1. ALL NAIERNALS REMOVED FROM THE PREMkS£S SHALL BE CLLl! ELEVATION -w w- -w w- WATER;PIPE <"j � 2 BACKFL.L SHALL BE COMPACTED TO 95%MAXIMUM DRY DENSIRY BY AASHTO T-1800 METFIOD. POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. TINTS INFORMATION NS NOT TO DE RELIED L4'OI A$BFRRC EXACT OR DONE SO IN ACCORDANCE MIN APPLICABLE LOCAL, EXIST EM71NO TELEPHONE LINE 3. MEETING,IF USED,SHALL BE REMOVED PRIOR TO BACYOILLING TRENCH. COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD BY STATE AFRO FEDERAL REGULATIONS FOR HAULING AND FF FIRST FLOOR �� ~ 0Pw UNDERGROUND ELECTRIC Q N 4. UNSUITABLE SOB.(CLAY,ORGANICS,DEBRIS ETC)BEi_OW TFLE INVERT SHALL BE REMOVED AND REPLACED THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE 2 DICDORDINA71:ANY UTILITY 015-CONNECTIONS WITH � FDA cC1� PROPOSED LION M Z V WITH APPROVED MATERIAL AND SHALL HOT BE USED AS BACI"L. UTILITY COMPANY, ANY G01hfiLHNO PERMITTING AUTHORITY,AND 'DIOSAFE- AT LEAST 72 HOURS PRIOR TO ANY - APPROPRIATE SERVICE PROVIOFRS FS FIRE SERVICE CATCH BASAL CF�-> 5. RDOF DRAINS SHALE.BE DIRECTED TO THE DRAINAGE SYSTEM IN THE LOCATIONS SHOWN. COORDINATE EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES AND THE ENGINEER SHALL BE NOTIFIED IN � ALL TREES TO REMAIN SHALL 6E PROTECTED FROM O' GARAGE FLOOR IM � T.�H- ((�! LDCATIONS MIH THE PROJECT ARCHITECT AND LANDSCAPE ARCHHIECT. WRLNNG OF ANY UnUrES INTERFERING WITH INC PROPOSED CONSTRUCTION AND APPROPRIATE REMUML ACTION CONSTRUCTION ACTINRES MALL BE HEAVY PROTECTED MAC FROM OFA CROSS FLOOR AREA Q OUTLET CONTROL STRUCTURE ((�� � � SNAIL RE TAM REFORE PROCEEDING WITH THE WDRK, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO - CONSTRUCTION ROOT BJJJ.FOOTPRINT. Co GAS LATE � O DRAIN MANHOLE h O to V) RELOCATE ALL E7ISTNG UTILITIES WHICH CONFLICT WITH THE PROPOSED TYPROVEMENTS SHOWN ON THE PLAN. HVAC CONDITIONING, 1LhTION/AIR • AREA DRAIN (n M to z 4. AND WITH TOWN OF Nf4R1N ANDOVER WATER 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LSTABLIMO AND LMTAINI70 ALL CONTROL FONTS AND � AN0 SEWER IMSON. HYD FIRE HYDRANT Q - CON7ECH COS ULBT �"' �t�ri O SILVER DOTES: •.. BENCHMARKS NECESSARY FOR THE WORK - {P•. RWER UQfTPOLE SEWER MANHOLE ='E U 1, A MINIMUM OF 10 FELT CLEAR HORIZONTALLY SHALL BE MAINTAINED BETWEEN SANITARY SEWER PIPES AND GENERAL NOTE: WATER NOTES: Mao MASS HIGHWAY LAYOUT SIGN LQ � L WATER PIPES. WHENEVER CONDITIONS PREVENT A LATERAL SEPARATION OF 10 FETE TO A WATER NPE, N/F NOW OR FORMERLY xt5fi.8 +1d&4 THE WATER PEE SNAIL BE SLEEVED FOR A DISTANCE CF AT LEAST NO'ON EACH SIDE 1. THESE PLANS ARE PREPARED FOR OUR CLIENTS USE ONLY FOR TIE PURPOSE OF 517E CONSTRUCTION AND ARE NOT 1, WATER SERVICE CONNECTIONS SHALL HAVE A MIN.5'OF N,S,E,W 0 GRAD: NORTH SOUTH EAST NEST t•n IIIII� ttt� tIw t..I t� ZONING DISTRICT BOUNDARY TO BE USED OR REFER UPON BY OTHERS WITHOUT TM WRITTEN CONSENT OF THE MORIN-CAUERON G4ROUP,INC. COVER TO PREVENT FREEZLHO. - OCS OUTLET CONTROL STRUCTURE J 2 ALL ORAMTY SEWER PIPE SHALL BE POLY%IM CNNLORIDE(PVC)SDR-35 UNLESS OTNERMSE NOTED. 2, THE EXISTING CONDITION DEPICTED HEREON 4 THE RESULT OF AN ON-THE-CROUND 1NSTRUNENT SURVEY PERFORMED` 2. WATER SERVICE CONNECTIONS SHALL BE COORDINATED PC PAGE ..-.-.-.- WETLAND � BY THE MORIN-CAMERON GROW,INC.BETWEEN AM 2016 AND DECEMBER 2056. WITH THE NORTH ANDOVER WATER AND SEWER PROP. PROPOSED 2V NO DISTURBANCE ZONE � 3. WIRE SANITARY SEWERS LWOSS WATER SERVCES THE SEWER SHALL BE LAID AT SUCH AN ELLVAT014 3. ABUTIING STRUCIURES SHOWN HEREON I44RE LOCATED BY A REFLEC70RLESS TOTAL STATION FROM THE PREMISES i DEPARTMENT. PROVIDE 48 HOURS ADVANCE NOTICE TO RCP R©NFORC D CONCRETE AIDE -..-..-..- 5DI ND-BUILD ZONE THAT THE CROWN OF THE SEWER IS AT LEAST 18 ME$BELOW THE INVERT OF THE WATER PIPE. IF THE OR PUBLIC WAY. SCHEDULE INSPECTIONS PET. RETA!" ELEYATOi OF THE SEWER CANNOT BE VARIED TO MEET THIS REOURtE1AFNT,THE WATER PIPE STALL BE 3. COORDINATE TEMPORARY HYDRANT CONNEGTIONS OCIFINO STONE BOUND ----- 100'BUFFFR 7OHF - RELOCATED TO PROVIDE THIS SEPARATION OR CONSHLIICTTD WITH MECHANICAL-JOINT PIPE FOR A CONSTRUCTION WIN NORTH ANDOVER WATER AND -`IF SQUARE FEET 1TREEIRNE DISTANCE OF 10 FEET ON EACH SIDE OF THE SEWTR CUE FULL LENGTH OF WATER PIPE SHAH.RE SEWER DEPARTMENT. SMH SEWER MANHOLE - CENTERED OVER THE SEWER$0 THAT BOTH JOINTS WALL ICE AS FAR FROM THE SEWER AS POSSIBLE, WETLAND NOTE: SSA SHOW STORAGE AREA `�P UDUTY POLE WHENEVER IT IS IMPOSSIBLE TO OBTAIN VERTICAL SEPARATION AS STIPULATED ABOW,801H THE WATER TREE NOTE: SWLL SINGLE WHITE LANE LINE � TREES PPE AND.THE SEWER PIPE:SHALL BE ENCASED IN CONCRETE FOR A MINIMUM DISTANCE OF 10 FEET FROM WERAND BUFFER ZBNES ILLUSTRATED HEREON WERE APPROXIMATED FROM OBSERYANOIS OF OFFSIIE WETLANDS DY LEO TOM TEMPORARY BENCH MARK � INTERIOR LOT LINE THE CROSSING POINT OF THE OTHER PIPE AS MEASURED NORMALLY FROM ALL POINTS ALONG THE PIPE. ENVIRONMENTAL,INC.ON APRI.12,2016 AND AUGUST 2,2016 AHD APPROVED ORDER OF RESOURCE AREA 1. COORDINATE PRECONSTRUCTOH SITE WALK WITH TOWN TD TRENCH DRAIN _ DETERMINATION ISSUED BY THE NORTH ANDOVER CONSERVATION COMMISSION ON OCTOBER 27,2016. OF NORTH ANDOVER STAFF TO ASSESS THE EXISTING TOW TOP OF WALL 4. SANITARY SEWER LIES WITH LESS TNAN 4 FEET OF COVER SHALE BE INSULATED TO PREVENT IFFI F2110, TREES ON SITE TMH TELEPHONE MANHOLE SANITARY SEWER LINES WITH LESS THAN 5 FEET OF COVER SHALL DE DUCIE L IRON PPE. FLOOD NOTE: TP TEST PIT - TYP, TYPICAL • & SLE>:VE SEWER W WITHIN 10 FEET OF SUBSURFACE DRAINAGE SYSTEMS. THE SUBJECT PROPERTY IS LOCATED 1N A ZONE X,AREAS OEEERMINED TO BE OUTSIZE THE 0.2X ANNUAL CHANCE FLOW � UP UTILTY POE � PLAIN AS ILLUSTRATED ON THE FLOOD INSURANCE RATE MAP COMNUNNTY PANEL 440. 25008CO228F, WHICH HAS AN WE WEILAND FLAG � z r EFFECTIVE DATE OF JULY 3,2012 WS WATER ING WATER GATE C-) U n 0 THE MONTH-CAMERON GROUP.INC, 2021 - - PRO.I#3454 N � z CB 5 . - DH RMa15&35 - \1/ a . FOUND WV. =153.97 - ECsl FOUND - _ -SW3 N RD1=15&73 FOUND a R6d=161.03. - (DISTURBED) RiU=162a INV.a'a=154"48 - .INV. 2 4'PVC FORCE MAIN=156.34 AIRPTM01tT CG1�IS51�OH aLV.IN=156.17 D1. (_4)-15223 DUN 2() INV.OUT-156.05 F6U-15254ff=11,58.46 M.IN(CD 5)-1INV.IN(DUH 1}=145.75P€Y.D€.=151.72 WV.4'l7 FMtO£LlAdN IN-155.24 1992 SUTTE4T STEET AIRPORT ( ) .".WT-Ini9 MAP 73 PARCEL 1 ENTRANCE _ D€V.UI(a)-145.79 w 0$ N RLU=156.53 OB UP i\6Zu-- _ WG c -_v - 15`R� DN. N(b)=145.79 -I -rai p j R£CORO - W INV,OUT=145.64 �.-,sUUP�F51.74 /�� 5 _ �� $(3"CIONSIREEi dt' 12•RCPJ��- �-� •� cPusNc.srwloq \., lUA9DOx I RIU=f5797L MARDO 60.E stars ,szz 127-PVC s -s F�ALDOX ! 5 ILL /r7�} Q a x z INY=148.66 _ w aiwGG °k'x ,g• _. UP Y ! miUH.\ ! \. p -' TN PUSTi6AL 7[ yO• �' ! \ e ��, - -J �`4+ J CRASS D!N[ z - �26" 36' \ 4g• sAv FtN=156.78 - 1 156 s y ! 2 b/ ! DONATION `153� \ 1 BOX 1 �i \ IU-159.a I 4t €O FOUND M t57.7x- 42' b i W 7 .� Btu W(a�153.17 /� ` �`" )` / ., \ UT!l1TY PATCH B \ I I p � ' INV.D1(b)-151,34 157 \6t' $ // \� ! - J \ SLGN I INY.-156.49 INV.IN/OUT=149.60 '�Y 474.7' HVAC S5 5sx a 1 �6' f v __ Easy. �� UMT o A x / / 6, F� J I WJF DWETL9tG 2A OAS i i �• " s 1 / J/ Fn I 1477 LOT VEIER I I ROOF PEAK' ss7 r / to ! 3S4 r =1, AREAm57,338f SF -,♦ I I HYA 5a3 ! Asr. S (,! ��~ UNH ELEV=187.2'*I /�J (1,318}AC) �� � \ I r I7 jj _ FR 29.TI / O. \ € /r1♦ / / sz' f UnLIfY PATCH d I !! ! RIU=£56.30 L7i7. - 1FLY=15£.94 7.91 / �Y ♦ - \i/ / ARFANNC. _ .7I _ lS 120.0' \� - ry . SUUP=I5L50 S' �� -,. ROOF PEAK r/ .1y- 7 GROUND - - r - 5tn J s �� + ♦ 1 EIEY.=187.94 CONC.PAD !a, .o'a. 1 S J .1946 ETtV.152.84 UADBOx. ! w i \\'61" 1 - w 1 PLANTING t a! BRICK 2-STORY 4 .! ! Rfy 2159.53 €� 7 CONC.RETAINING - {+ PLANTI£1G BURDkYC �i J WALL - - - _ ROOF PEAK " \ 1 ROOF PEAK \ - + - ^° AREA L1 BOW-15276'7 I ROOF PEAK gqq ELEV.=184.8'f 55976 1 F!"=185.9'f 1 1 - - / ACCESS - �� ! HVAC CONC.PAD RAVP SUTTON STREET " \ \ \ , \ / \ UTILITY PATCH I 1 I z REDEVELOPMENT LLC t:asa,� \ \ie \ / i �'.. 1 � / -PAVEILFHT - ! 1/, FIELD STONE& �o 1 SURREY DRIVE \ L / I / I I I W l \ f/ JI MORTAR a . _ D1R 15680 FG 127 I I �'/,�i� / i/ 1 ! ! 1 1y+1 RETAINING WALL - ads o ur an. MAP 74 PARCEL 25.€ Iss�7I I ! WbOD- TLPS \\`i,: I CR 1 . x! 12' / _ --Y--.`-- I I RW=158.9a / ROW=150.96' Isaw Jllt 3 I b / !�� 14' �i' - I ! ! M170D�DECK SILT) /T i 6 \ \ \ iS 4 n sari ! l TBM \\ \ ♦ \ - 14, Nit - I 4'TREE f60- - 15fi75 RAM D.SKERRY& ♦ 1 / - _ \ \ CRASS,JB 1 ! w \ 1 R0�PEAK SFKE ELEV.=162.2't BRA}SURDON SUW.RREY DRrVr. l /£LEY:165.22 �\ \. ; B2 \ e �` t 1.1 N JAMES 4'PVG- /19 SORBET DRR'E � ♦ flCROU � MY.=f586* b8 t5098 PG 269 "mot �� _ ��� \� \sy` -\ y y \11 i 4 RFp1.l,! � z ELEY.�622't UAP 74 PARCEL 24 - �/ `�\\- s �Qf \. \\'\ L\ \ 1\} I I f I .19D9 1�BM m STREET tttyyy N a i 178 159 o rC'b /r~ ��- \ \\ \ \\ \ \\ 1 ! I UAP 74 PARCEL 3 > - } q /J % GRASS \\ \ S 11 A \\ \\ \I I1 j ! I STORAGE TRAUR - p �' TVSF=€53.45 H�F' - , r~' LOT 1A APPROX..LILDT1F€DO' \\a \\ \ \ 11 1 \I 0 .. Y / � �� AREA=�S1,�d2�SF BUFFER ZCNE 10 \ 1 1 l SI Ilf STORAGE SHED en a1ESTER A&COCLEFt!! / . (3.239#AC) OFFSTE ISOLATED \ 1 \. \ ♦ I I III ! fl ROOF PEAK M. RRIFY D t.Y h VEGETATED WEILAND \ ! \ \ I I 1 ( - ELEy=t9p.€'t 125 SURREY DRIVE b \ ! \ \ ! f - . _ DO 100 PO 24 CHA89 LINK - ! . 1 I T II FENCE 125 . UAP 74 PARCEL 26 g _ / 1 / /�- / r I II!I - 12• HORSESHOE MTSJ TBU lil - IBLI 18 TREE II! 1 / I APPROXIMATE LAST OF WATERSHED PROTECTION DISTRICT U) GROUND-/ r14'MAPLE Y \ A'£ i f� SPIKE � I JJI 1/ As SHom ON THE'TOM OF NORM ANDOVER ZOMNG ELFV.164.Yf 12' 12' SPIKE - \ ELEV.-1 5171 / / ( - Cg /. ♦ t 1 ! l !I r - MAP'VAT14 A PRINTED DATE OF SEPTEMBER 2017 KO) - ELEY.-Is9.72 � 20"- ♦� !2'14" \ RIM=E59.47 N/F '� t8. ! C6 CATN1 d EAUPR01! 1 N :.T(...J.�...s _ &' $'� w II I I!I 'rx - CL Cn 6h R U=159-20 r (I 135 SURREY DRIYE iC 4' 2" %'S��\� ,2• DEED REFERENCES: D6 15522 PG 222 -- ,5• P s122• DEED BOOK 1027 PACE 126 - - - MAP 74 PARCEL 4] 20, 12• // €• 72 � I i 1 1 fI II k 1 - Z Try J LLI DEED ROOK 13%9 PACE 28 ROOF PENS _ BUSB4E55 0 / ,g \ 2 l" '12 'iI! EI I I �- ORD ROOK 15680 PACE 127 E7.EY.=1923. - - = MD BOOK IWO PAGE 244 � � � - RESq 310E DI 4 15• ZOIBNO MIRICT BOUNDARY(TYP.) �LP - 8- U F'h ELEV.GROUO681* S0'NO-BUILD R0.g5F11RRA1lCE - - O Q�z PLAN REFERENCES: coRN a& 2WE 2CLTE t917 ECLO 90.2215 PLAN NO.9754 GROUND CATgnbNE D.FESTA - - L' g Z V _ 1931 URLO NO'2779 PLAN M 9651 FLEY=lS7.3'k - II51 SURREY DRIVE - - z O 1961 IWO N0.5078 PLAN H0.9998 _ d43 - DB 2D94 PO 284 H/F PLAN N0.663 - PLAN NO.11041 ROOF PEAK MAP 74 PARCEL 48 PATRICK&& . PLAN NO.5704 PLAN NO.10656 .S ElEV.=490.7* SHERYL L.DUFFY - DH FdR10 PLAN NO.5671 PLAN NO.109a1 AS7 GROUND 159 SURREY DRIVE IN SB PLAN NO.5672 PLAN NO.11464- - "F �N/F4� ELEV.=170.5'* i 0 6233 PO 233 - (TP-) a - - - U m O PLAN N0.6390 PLAN NO.119" "'-4' - GROUND -MAP 74 PARCET.4 � PLAN HOL 65S2 PLAN No.13510. 4qp BRl W EFEY.=170.5't (� PLAN ND.6925 PLAN N6.13543 - - )�P PC°�'EE 7 - ROOF PEAK - - LLJ PIJUI NO.PLAN NO.7079 PLAN ma 1545.4ml PLAN NO.1552E - 'L4�` ET!•lf.19PEA} EIfY.€96.9'f Q Q t PLAN H0.93A6 PWI NO.IWO - - - _ o LL- m 'PLAN OF LAND IN NORTH ANDOVER,MASSAcHusErrs 0,477,&505 SUTTON srmir BY THE MORD9 CAUERON GROUP,m DATTD JULY 23. - �4c.�bRl(� DAM V.& - 2019 AND SIM BY THE NORTH ANDOVER PLRW40 BOARD.ON JULY 30.- 9typ 115A 531CLAG 2039., - - - .167 SURREY DRFVE. rDEED AND MAN REFERENCES ARE AS RECORDED IN THE ESSEX REGISTRY - DB 7353 PO 292 OF DEEDS,NORTHERN DISTRICT. .. - - MAP 74 PARCEL 28 z PLAN txo z CL $ 111 U 0 C14 C THE MORIN-CAMLRON GROUP,INC.2021 - - PHUL 13454 DRAVMG:3454-BASE NOTES; . - - 1.TERMINATE EMSRNG WATER SERVICE AT MAN LM IN SUTTON STREET. - 2.TERMINATE E7BSTBEO SE714R SERVICE LINE AT MAIN LINE PE SUTTON STREET. _ - - 3.PRESERVE TREES WHERE POSSBLE a� CAP WAiM SERVICE SUTTON STREET INSTALL NPOES PERMIT DRAN SIGHT (PUHLIC•.62'WE) PRESERVE AND PROTECT EXST.TREES(4) _ I . CUT AND CAP E)GSM _ OAS SERVICE AT GATE vk - - �w w yy - � /�� �� � 2A5 lam\ � \\ \ I \ o�-o;-�'�'\• - _ ♦ e b ''1622 J '625 3 �t65 �b15 5 �'� Sy5.S5/ 1 Al BOX I + H - O •. Z A Wss MAILBOX 1E0.6 5 5 S Gt 561G5 I679 — -�4ff_— _ 150 oalVl \ n o!6 ,w� LP / y ys s s /•� IX / a ti// �•—`~ — \ i _yss — rsa --'� 4 3 1 6 Ra `rg f d1R \ J g / \ 1 REMOVE \ I INV.=156.49 1 DONATION UTuTY P C \ 1 'A, / / `ter LIGHT PDIE BOIL sJ \ I S!G?! \ / 7 / I / OVE TREES a \ 1 TO BE REMOVED 1 REMOVE LIGHT POLE sb.a \ 7.13 1 1 C I f rn ( E'ACT TRH 4'DI \ I ( ) Y < 1&341 I j99f / -_I I \ ' i OGNAT ON BOX TG BE flELEOYED I / REMOVE E 0SnKa 1xl x 7 1 1 1 i� OAS METER '1 PA4EAIEliT ) f \`� HVAC f PUMP CRUSH,AND 3 1 \ KMOVE CATCH BASINS n \ \ AND TiRA1N PIPE / ! I / 's \� H i r ♦ I (RETAIN FOR TDAP. --Ifii-- _ USE DURING START OF 157.G3 1 1 \ \\ \\ REMOVE / NTI ea CANSTRU t 7.4s i \ L705RNG PLANG 16�' UH l 1 $ EHT AREA / Ty ATCI PA44:N /// ONC.RETAINNG J m 57.72 r' - '"l\\ 1 CMC.PAD !lA€LBOx / �� / 1° 91 i 1� ♦ !♦. ,1 I / tq. %!i I CB 6 - #JTs 2. \W^ ! PLANTING IQ J n / 1 RIM=159.5J L� �f AREA l 1 1 f �' X \ �. I y ! •r i L ! WALLS TO EW ❑ HVAC l 1 CONC.PAD \ / + BNIrs / I x m \ \ \\ % i� - - / - F f�azrr .G, \ FlEID S E k MORTAR• isali� \1 // - m - UTILITY PATCH INNING WALL H /7 _ II REMOVE LIGHT POLE e 1 i/ r'J r 1 y 1y \\O7r D CB I 1587% r�� RVM-158.96 15A.40 ISS& (SLT) I I I y r / I G mil x #xiSTRfG BUp_EIiNG TO BE RAZED AND ASSOCIATED I5B.75 11 / STRUCTURES TO BE REMOVED \\ \\\. ♦� \� \� �`� ISO GRH • J / REMOVE TREES -PRESERVE AND PROTECT EAST.TREE !1 TREES To HE \ 'T \I \I1. \\\' IElllfl rLLcS�J,'II ¢ Q �o GRUBBED(20AND ) —y� ~r 1 HORSESHOE PITS 1 1lllillf rl r i I O o Z / \ \\1\\ / �PRESEA SND�P\TE !TRIJ L. w C7 ® jJII liilll 1 II 1 � \ 3 •l V } 171111 T I . APFROX:OMIT Or 7SOUTm - _ _VEGETAIED WETLAND 5O ND-Duto ZONE APPAOX UuIT Cr iW BUFFER - 2V NO-DISAMANCE ZONE Q . ZONE 70 CFr51TE IS%ATED - 4EC TATED RE€LA40 +I +]..L p1 AAI PRESERVE AND 1 SCAk.ES-4.11.- - - - ad a ��PRO3ECTE375T. _ _ I G I5 3D 60 © E'er ®THE MORIN-CAMERON GROUP,,INC. 2021 - - _ PRO.I#3454 27 X 2'WOODEN _ar OWSTRUOON.GATE - STAFF- - - 2'SO:WOOD WRAP ATTACHMENT FLTREXX SILT SD)N y, INSTALL 30'X5o'STABILIZED CONSIRUCTSOH INSTALL 2'Ir3'SIGN RIAOC FOE f24O' - PLACE p9ST.ATTCCH - POST a O.C. CORD AROUND (12'-IW TYPICAL)OR MAT AT NEW DRIVEWAY LOCATION 1492 SUTTON SIREET - PASTS(TYP. POST TWICE. LOIIAL (USE EXISIVM CURB CUT LOCATION AT -`-�_� _�_ _ - AREA TO 13E PROTECTED "'^ SEOUMO OF CONSTRUCTION,IN-- -_���-- 'ANGLE WOOD - - YIDRIC AREA F COORDPIATM WITH SEJ9R CENTER PROJECT) - �y UPOST P SLOPE v - (L COINSIRUCTICN FENCE 1 RP-RA?CtHECC-DAM \`��\ - \\\ \�~ -V V - i N _� SUTTON STREET ��g�``\ (12'TALE)(TIT'.) -a-�� . I'1622 Iszs CONSTRUCTION GATT: (PUBLIC•G2'WIO� - ae� EARTH BERMS / Vut ss RP-RAP-SWA_E TO u0. DOAN SLOPE- N 161E ` - AT EXISTING DRfWWAY tiyt _ ;i6�., .9 TwFORARY SEIDWENT _ - r FOREBAY I ^> `� f \ 'I p OAST-scN NTH �� 1\ \ 0 t, INSTALL MULCH SOBS d-I OPFML SIDE OF J X FlL7RE�(s275oxx OnOH - - p� - - T` \ k kR1=MICA. o ! g� � SILT FENCE(SEE DETAIL ON:IIGHri J/ ` - - =Q - \ I + _STAKE ON nEc x'-, p5 —11 BURY FABRIC 6'MIN.I1 GROUND.OO NOT sx. _ 11NEA1 SPAiCMG - FLOW \\/' 1 V 181 I6J _� -RAP SPI(LWAY ,' I� V ¢f _ PUT SPCB.S CAN WEILANO SIDE OF FENCE. td333�-T 1 16�5+ LLEY-MV I CONSTwcncu SECURITYRNCE AND SILT FENCE& I w O NOTES Am' T7PSLCPE - - � ~� - \ r i i -: 16 tT~ ~a'j� k— '\ ' I MULCH SOCK COME04AMI I.SILT FENCE TO BE INSTALLED AROUND LITAIT-OF ,PRESCRV€AND USE ESUSTING Dlid"AY WORK TO PREVERiT OFFSITE MIGRATION OF - s� "` T{TT,, / CPEN@NG AT START OF CONSTRUCTION V- I -- -- c a # (EVIL} _ N�I ? SEDIMENT DURING CONSIRUCRQN. WA7FA FLOWS £ycp!,z,Yz ..KjIF �� (t00RDfNAIE SM1H SENIOR CENTER SAW CVT[PIE _ _ _ yy O Z p DOHHSLO?E - i CONSTRUCTION PROJECT) \ \ ,� . - APPROVES LTMFT OF WORK -164-- \ INSTALL HIGH CAPACITY w . SILT FENCE NTH SILT SOCK � AREA TO BE f / \ i (COO.RCDlATE CONSTRUCTION ACCESS i \` I��� � '�SEOU�7�# _ NOT 70 SCALE NU1O(AREA -,: PROTECTED STAKE CFI LD' SkTH SENIOR CRITTER PROJECT To 1`� 1 I I j { IBA4H t. �o - CATCH (TIP CIE ,. . - 4 LIIEAi SPACNG I I \ UTILIZE EXISTING DRIVEWAY) ``\ . CATCH BARN GRATE FILSRETO(sa.TSOXX PLAN NEW _ i \\ �/ 'REMOVE�I 111NG PAVEMENT - �L MULCH SOCK \\ ! �/ AND INSTALL ORAIMAGE SCALE I 1 �\ CATCH BASIN \ • TO CONVEY RUNOFF TO . \` \ 1 - GRATE (NOT TO SCALE) - S // TEWPORARY SEDIMENT BASllp CATCH SILT SACK SILT SACK \ -IBd- i/�\ BASIN \, ` - \\ /� / T940 AREA ` •\ V / / EXPAISCN 1'REPAIR FOR - \\� 1 r T't(OP06ED BUIDRRG 1 FOOIPRGNT RESTRAINT- BAG BARREM FOR - nG?.. S - f (DEWATFRING SULK DISTILLATION \ SCIEOLLE FOR BUILDING I TO BE • - \\ -. f COOROkNAT€D WITH CONTRACTOR) TFOTES: SECTION ry L INSTALL SILT SACKS IN EIGSITNG CATCH BASINS.INSTALL SILT SACKS W - .I S (�! - �� { \ i• / c I i / 1 NEW CATCH OASWS AFTER IISTALLATON. / i/ �� /� 577006E LOCATED UPGRAW NT 2. .CRATES TO BE PLACED OVER SILT SACKS // - �� \. // - m OF SEDDIETT BASIN 3. SILTSAC(SHALL OF INSPECTED PEWCOICALLY AND AFTER ALL STORM - i .� i - ! -_�.� '^ r E\V4tS AM CEEANNG OR REPLACEMENT SHALL BE PERFORMED WIITI ,/ - I ? I I I 0 DEPTH OF SEDIMENT IS WITFIN 6'OF CRATE i // - ,/ I fl N I 1 i \\. I _ I!I f �' I I + I 1 \ I III! / 11 nw� b o $JET SACK SEDIMENT TRAP ��� </ .-- # t f I 1 \ r I f i ,•' // HOT TO SCALE T016EGY PAIE'F@7AI F I I I 11 V I 11 I I f H C 3ONUEUCTION ENTRANCE SPECIFICATIONS ' k�-~ __----- - \ \\ \\ \ ( 1 1 \ I N N H.TO I. STONE FOR STABUZA11ON CONSTRUCTION ENTRANCE SHALE BE 2-4'STONE - I / \ n .� S $, T TEMPORARY DI4F]75kON 2, FEET. OF THE STAEQJZED.ENTRANCE 5>NALK.NOT BL LESS THAN 40 - / / - \\`\ \ �\ \�,s?vs - l,�5 f a V. 4 T SWA£(11P•) - - p z - I I 47 �PIPE . ►19 SURREY DRIVE o 3. THE WITH OF FTIE ENTRANCE SHALL t3€NO LESS THAN THE WIDTH OF NNE . _ INGRESS OR EGRESS DRIVEL OR 16 FEET;141CHEVMR IS GREATER. � �`1 _ � T- `�` - �� �s �\\ 1\\\ 4. GEOTFX1RE FILTER FABRIC SHALL BE PLACED OVER THE I NTLiE AREA PRIOR - �- \\ ass .� \ \ \ \ TO PLAMG STONE - \6 CRUSH S ONE 5. ALL SURFACE WATER CHAT IS FLOWHC TO OR DIVERTED TOWARDS NETT /� !61'� � \ \ \\ \ \ \ 4 5 1 I # I I OSSGGDOOD CONSTRUCHON 17ATRNNC£SHALL BE PIPED BENEATH THT ENTRANCE. IF - / / \ 1 \ 5 S I y I I STREET 12'MAIL PIPING IS ROWCTICAL,A BERM WITH WHOIUM L TO 5 SLOPES THAT CAN OF \\ \ V \ \ \ f I I I CROSSED BY VEHICLES CAN BE SUBSITU!". . 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION TRAY WEE PREVENT - - \ \ \ \I I!I / /I - TRACKING OR FLOYMO OF SOL ENT ONTO RIGHTS OF WAY. THIS MAY ASSESSOR'S MAP 74, DEWATERING / / DEWATERING SUMP WITH LOT 23 \ 1 NOT TO SCALE REWIRE PERIODIC TOPORESSHNG VATR ADDIBONAL STONE AS OONOITIOHS - // / DISCHARGE TO FLOW TO AREA=173,389t SF \ } \ V #III DELUQM AND REPAIR AND/DR CLERIOUT OF ANY MEASURES USED TO TRAP J25 SURREY.DRhE n SF7)tllFNT BASIN(TIP• 1 1 \ I I I I ! f FLOW IN SEDIMQIT. SEDUENT SPILLED,WASHED OR TRACKED ONTO THE RIGHT OF . .o ) — {to AC) \ \I \\ \i I I!l l Il% f!A WAY MUST BE REMOVED IMIMEINAITLY- 1 STOCKPILING PROHIBITED VATHI T - ' {•N 7-- ! - 7 I I I I I I I I 1 r `' N FILTERED WATER - - SILT FENCE& �1 54 / - `� 1 ll !1 I I I I i#I #1• x T _ Q I I I H I c r l l l SILT SOCK COMBO(fYP.) /A1 TIE-DDWH 11111lIfl £ IIIIMI _/ I /\ \ ♦ n \ r I`{f 11f ! ,/ W c W STRAP li I1,11Tnt iin3ll - / \ I i#! 1 / I ~ Cf] J PUMP DISCHARGE - /�Y� - 1 \ r / \ ! 1 #1F I/ // � Y y-. SEWN =_- _ BERM OR SCALE AS NEEDED - / / ` \\ _ y I r[III / ! CL 0 T.IA Z IN -- oM- 70 PREVENT RUNOFF F1ROIA 134 SURREY DRIVE :� _ \ \ y r f E I I I i I 1 (� `�+ 0 {<w 0 SAINT -- •, DISCHARGING FROM THE SITE ' w � DEWATERING --- BAG O 6,or a-4. \ 1 1 f lfllik IY I O ___ Ir DI III I!111 11311 n1___ / a COARSE - ' � 17 En0 ^� COARSGAIE j43 SURREY DRIVE - - - - / SECT ATE�iENbT� J CE i N U T� � � f5E SIRRREY DRIVE - W III-&A.D ZONE ANDC�ON SILT FENCE SECURITY SOCK AND sal FENCE&MOLCI SOCK APPROK 17BT OF KGU SERER 2V NO-CST kMAHCE ZOlE - COMBINATION(TIP.) DEWATERING BAG .� gi „a a=.n-a=ate:o:�e- .mac= au-u _= ZONE E{TO FSITC IS TLD - - O35dNARCE— GGff O _ 159 SLARWr DRIVE to SURREY DRM ADMATE YMENT F HEAVY OUN - - / C>=OIEXTRE FABRIC �E. - - SLOPE TO DRAIN DEWATERING BAG DETAIL RUNOFF HID NOT TO SCALE - SETTLEMENT BASH � - - - Z PUN a DR-WATERING NOTE: z Lu STABILIZED CONSTRUCTION ENTRANCE DETAIL p DE-WUTMM FRAOTICES SHALL O(f0W 10 11E FIXLO&71G RMWi& NOT TO SALE _ - �QyJ I. THY VAIM BRAT IS PU M AM MSC1A44Y0 FROM A 1FflJW ALD/CR LI AYATICH SHALL BE � � SCALE��I' � �m FILTM BY M-80 OR Eli%-I0D RLTER BAGS BY CARINAOE PALS lWi AN APF MIA FGUAL � LA.K PR"TO ITS LY:[%FK1 RTTO A naA%10 VAIM OR M W Mf S151TM.SEE DMAL K900N _ - - 0 I5 34 60 - a{.� PROL#3454 C T13E MORIN-CAMERON GROUP,INC.2021 ZONING TABLEMSINESS 2 DISTRICT DESCRIP10N REQUIRED PRDPOSED(LOT 1) LOT 1A AREA=141,102E SF - *Tb /492 SUNdC STREET - - ` LOT AREA 25,000 SY,MIN. 141,iD0k S.F.(3.241 AC) COHTGUOUS BURDNG AREA 18,750 S.F.WN. 125,Mf S.F.(2.89*AC) - ~ HE3GHT IeAx ss Max(a) s4.e` S DYIL SUTTON STREET IDYLL I ", LOT TROTH 100'MEN. 268'f `� —�—� (PUBLIC•52'WIDE) - PROP.RElANNG WALL REFER TO DT4L W - FRONTAGE i25'MRL 271.29' - SYAi LANDSCAPE PLANS FOR€TETAIL$ SYAL Imo .........-..-.�....-87 f(r�l -- zs FRONT SETBACJ( 25 Mlrl 27'(3) � � h r �'Oh a � Ma � `a-+� ' 9'S• I �, ' 1914. I APPRO#MAIE LIMIT OF 951E SETBA`2)RESDEHAAL 25'+15'Mlfi.(2) 4Y(3)- PROP.STOP SIGN I�AI.2 • WATERSHED PROTECTION T , REST SIDE SETBACK2S'MIN. vVE ( ` ){5) - 1tt9uSlW 2 36'I BUSNES4 I - I .s,s• o } V(FOUNDATON)(5) _ - <ffRONTAGE=27R29'> _o 045 j 12' 12' l2' N EAST SIDE SETBACK 25'MIN. 20'(EAYE)(5) 27(FOUNDATCN)(5) 20G SETBACK LINE 266'LOT WOTH REAR SETBACK RESIDELflUL --FJMI (2) W+15'Ma(2) 46'(3) �a LOT DEPTH W FOR 100'OF FRONTAGE 4WIL FOR 230' PR(W.LIGHT POLE PER LOT COVERAGE 359 WAY LANDSCAPE PLANS(TYP.) . 3!X � I FLOOR AREA RATIO 0.75:11A -1.2:1.0(5) � / � I f'SEfBAGC(FOUNDATION) BUILDING 1 - 1 DY,aim UNIT DENSITY N/A 136 Uk1T5 PROPOSED \'t I (58 UN A 4 STORIES) PATIO AREA ! ppp�Cg I p $i I (A9,000t SF( A) (SEE LANDSCAPE PLANS) . Ax o S D'SETBACK(EASE) 40 GARAGE SPACES - 22• sera�` . (1)A PORTION OF 11NE PROPERTY FANS WITHIN THE WATERSHED PROTECTOR (BY Gi1{ERS) 5 - - PROP.MODULAR DISTRICT. - I ? `y" f 2 HANDICAP REQUIRED e (2)NORTH ANDOVER 7"0 BYLAW TABLE 2 FOOTNOTE 2:-ADJACENT TO - - - 1 PROP.WRB RAMP - BLOCK WAIL RE9DETNTAL DISTRICT,AN AODTTONAL 15 FOOT SIDE DR REAR SETBACK SHALL - PROP.PEDESTRIAN I 25 BE REWM.THE FIRST IS FEET OF THE TOTAL.SMACK ABUTUNO ISIE CROMG SIGN ) RESIDENTIAL DISTRICT SHALL REMAIN WEN AND GREEN,BE SUITABLY _ .(WIT--2) NOIIC I? B < T LANDSCAPED,UNBUILT UPON,UNPAVED AND NOT PARKED UPON. r (3)1.CEASURED TO FOUNDATION. - w - SIGN - f4)TOM OF NORTH ANDOVE.R ZONING BYLAW-SECBON 48r7.4-F;'A PARCEL GGG��� � � pH055wAix CDHG SOLxAN( � �4 f r bbRR PARCELS ODUCDVELY COMPRISING AT LEAST THREE ACRES OF LAND Q -666 L -m OCATED WTH41 A BUSINESS 2 ZONING INSTRiCT AREA EllGIBLE FOR A WAIVER h - OF THE MANOMUM IH£IO T,FOR RESMTIAL MULPFALOLY OWElUNGS AFdI TOYMF3WSES DESCRIBED UNDER TABLE 2;PROV�[3E'D THAT SUCH A WAIVER ,�,J] / 15 'Pi, I SPACE g SHALL HOT PERMIT A STRUCTURE TO EXCEED MORE THAN FOUR STORIES AND - / �' PROP. O cs 55 FEET IN HEIGHT,AND FURTHER PROVOLD THAT SUCH A WAIVER IS GRANTED ��See a PROPOSED EASMENTS DEPICTED ON PROP, CHI fl � ' BY THE PLANNING BOARD,AS SPECAL PERMIT CYRANANG AUTHORITY,AFTER a MAS'PLAN OF LAND SANS IN NORTH NOPO D /,' STDP SGN STOP Sl l&I F o PROP.STOP :�4.�I THE PLANNING BOARD HAS MADE A OETERHNNATM BASED UPON ( - - Y STOP UNEI SIGH(R1-1) ,� o a o0 CW9DERATi0t4 71iE SPECIAL PERMT g87EAlA DESGRBED UNDER 145-10.7A EASEMENTS,ENTRANCL AREA AND SROPiLItNE &STOP IJNE a ry OF THE ZONING BYLAW. CRAfNAGE�AREA"PREPARED FOR � '4T�C I VCC R\d VCC SUTTON STREET O-O PROTECT DISt WALL (5)REOUERtx VARIAkCE. - DATED MARCH 17.22021 TPREPARED Y �''' I q THE'UORIN-CAUERON GROUP.INC. 25' 25' 25' 25' Y0 t R g 9 p d PARKING SCHEDULE: P9oP,TRR9TOH 1 � r NORTH ANDOVER'ZONING BYLAW SECTOR 185-8.4.k REWIRED:MULTIFAMILY(1) G1R8(TYP.) - O7 7 Oj O - ! PROP, YCM ENCLOSURE STUDIO(28): 1.25/UMTP28-35 _ 4 ONCREIE SLAB 2-�f�5 ZN I�5S--a37=10 T g001t9pgY 4 S y �'� I �` y PROP.MODULAR (�LAADSCAK PROVIOE2495 SING SPOTS SPACES 7.(NVNG OISTWC 4i } O O L1NF BLOCK WALL Ir DRAWINGS FOR DETAILS) +119 ORkCE SP0T5(SEE SHEETS PA.00.PBC.00.PB.40&PC.00 fOR LAYDUTT - • I PROP,BOLLARD LIGHT . fI z 214 PARKING SPOTS(INCLUDES lG HANDICAP SPACES} i i0 - � R2 PER LANDSCAPE 214 SPOlS/178 UNITS=1.57 S'OTS/UkR(1) • i PO �y,-0 PLANS(TIP.) (1)PLANNING BOARD SPECIAL PERMIT REQUIRED ;T19 SURREY DRIVE -__-..- •_______.....�...___�� kGC . 1 I ALL PARIONG SPACES SHALL CURB RADIUS V NORTH ANDOVER VEIBCIES AND TRAFFIC BYLAW SECTION 18D-2 REQUIRED:HANDICAP PRK@!G ! E BE S'WAE%18'LONG(SE£� (Ttp.) PROP.CURB RAMP IF MORE THAN 200 SPACES BUT NOT MORE HICK 500,23 OF PAAWNC OR 6 SPACES, - I DETAIL FOR HANDICAP SPACES) O 14�C + JI WHICHEVER IS GREATER. 214 SPACES 0 D.G2-4.28<6,6 SPACES REQUIRED t3 BUILDING 2 PROHDED; 10 HANDICAP PARKING SPACES ' I '(*LRBTS, OSGOOD MASSACHUSETTS 521 CUR 23.2.1:REQUIRED: ACCESSIBLE PARKING SPACES - '.....LK 201-300 SPACES:7 SPACES (�• + N 4 STORIES) r I STREET FRONDED; 10 SPACES i 111III LEGEND: 42, I PROP,CURB RAMP j25 SURREY DRIVE BUILDING a , W luws,3 STORIES) r 1 INDICATES TRAVEL (56,000#SF GFA) /DIRECTION + 4 �I��J- PAR4TED ARROW 7N RQA® II LLI x Z v) I - ADO LLJ Z:) CZ HANDICAP PARKING SPACE : - - (S+•=ESPLAN CAPE \ 27' Ll.. Q Z �35 SURREY DRIVE - --__ .__ __ _ .� _ �.______ p Cn� 0 COORDINATION NOTES: _ _ __ • )I0ffi REFER 70 LANDSCAPE (I) REFER TO LANDSCAPE DRAWINGS FOR FENCING AND SUE LICAHTNG LAYOUT INFORMAHCN. - , PLANS FOR PR FENCE W - \ , Z . (2)REFER TO OWSCAPE PLANS FOR PAVING PATTERNS,SOCKING AHD EXPANSION=NTS. \�\- LAYOUT AN0 SP TIONS ( , 4/ F- S l �''v) l{43 SURREY DRIVE rSECEAPPRTAOK.tBT O NF J Y&RAL81 p51 SURREY DRIVE W NO-BIALD ZONE LANDSCAMO . - ?*NE TO OFFSH ISOLATED 2V NO-DISTURBANCE ZONE GARAGE - 1'ECE7ATFO REILANO ( ) + Z {n p59 SURREY DRIVE W SURREYDMVE - PLAN 60 }- ¢Z¢ E1 d C,THE MORIN-CAMERON GROUP, INC. 2021 PROJ. 54 Eas R � SURREY DRIVE � % + x NF �� - X (PUBLIC-50'WIDE) {A � �Oq4 t6 -- it - -�- --- P\ mil; I I y 1} j S n 1 I I L9L° - -V-11).— 1 / r 169- 30T daleIt 191 IR pil 'i s`l oh - 7 WzTissl `+-F "'— -y4t' _" ---_-- �- � r�tst- � mm�cs�cccRcmq - Al: at m o I Ill IIl /i ISSv o � !E I� Ott 9� \ r R E V I S 1 0 N S SITE FLAN APPROVAL. isle. OVERALL MULTIFAMILY SITE DEVELOPMENT PLANS ND, DESCR1P7tON DATE DECISION DATE:SEPTEMBER 17.2019 MOM_Cameron IN DMGN M AM GRADING PLAN NORTH ANDOVER, MASSACHUSETTS W DRAFTED BY:DAP r v 505 SUTTON STREET CHECKED BY:Ma VC DRAWING NO. APPROVED BY NNI :$PC sS'aNnte CIVIt ENGINEERS I ERONIVENIT'AL CONSULTANTS SITE CONSTRUCTION PLANS SCALE AS NOTED zl LAND�MUL �D�%M G5.A DATE MAY 20,2021 r?D7=3 W w:yN AORNG EWKCOM 0 X X,�2s BUTTON STREET�....... ..... \ \Y l w \ D C 6zx TG Is2a3 BC E!/ ! I I 1 D66t ''•....'. , TD e>35T.81T.�WftB 3 X i 7G76285 TG 162.9 TO 16333 r 2 ➢E t>!a sc I6 w PUBLiC•b2 W[ I BG 162b5 BG 1fi269 BG 76283 ) r - \ PROP..'...F al... i6}.52..:................161'2Y1..........., / c r w I TR aal .,..... I T8C 16151162a....K.. 6�K`154. .:., .................................................. THIS FREA1nOR~t`� r aata .„., 0P.tw iF 01 {OA CAST-IN-PEA CONCRETE [MT. ... THiS AAFA>n PROA.PPRO701lATE ftkBT OF .. ! rG 1u.a e TREE R00 f WATERSHED PROTECTtONEND 1cC AlR4 34 lANOSCAPE PWTS FOR FINAL ? _ 1 k164-oe a ttt 167-5 Bve t8ia W��AM SPEQ 1N5 11620 \ o DISTRICT _ ` 1"r \ 9C1 SIN) - U. 8818 / WALL _ r// rn f ! Q f W \ / I Tk 76{3r / - Ao-6 VERIF'f 5}t0U€DFA GRADES FH FIELD \BG 163$7 I673 Dllk 76a0 /' TY!1£7b TW.159b (CONTACT Cf%ENGINEER 3BTH ANY 76J Bk 161,D / Bk 75a0 i Bit L3a0 DI$CAEPAHCPFS DURING CONSTRUCTION) 7 - I _ j63�_ _n61Ln0N 51'97r71 1 ^�Sr0s. i0' 112• _, 1 I30iF LD%SLOPE' 6'P1C BOA-35'RI 0PA91 _�__- > ' W! 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SG 17410 /� / • • 10:69,5a • • 9k789.60 ♦ Tk16996 \ a'PVC TA / F.� S i 1 € S DIM-4 OW1-1 160.35 356.86 156.65 22 18 a015 5'D€A W m / \ 16992 : 'i 91- 124-V P%YOPt #19 SURREY DRIVE � � rCn0./ TC110.30 TG170.4 Ta17a3o V4°tm37 ,,. •s 4 �\ \T �4 � } Rp pR yl EYpW*o qA 15-6 DMH-1 - 155.00 t55W 43 32 0.010 Z 7 ♦ IC:17a BG 189.98 M$89.80 MIM95 BC 16a60 1kIT0. 8W76791 - `I, "®,1 .\ \ � TeP g BC 11$02 170 kl y mtdng3 4. _1 \ } 1 1 4 ( €I € I CB-7 DMA-2 159.25 155.62 f55.22 15 12 R020 N !'------i -� ti . 169.76 8CT6M96 l 1 l .D; 4 Q Z Y I 1D-1 DM21-2 158.40 157.75 156.55 15 8 0.040 5C1.46 € € 0 ocsz --- MiX 1wl$ri �' 2 , I t7 r-^_^___J I Be:16210 rm I i70. \ A1'eRACE1LD�P1G ; i QRDP{ •IY LACED DMH-1 DMf1-2 159.40 155,47 355.22 21 18 a010 = u J noh-16G5 DIE.555fEM 4 \ek t6a € N tI :: GRADf=(69.2\ j (13 A FIEIOHT) Z - // I I ~f a•Ptc(sDR-is) \ , \ BElII.DINC DMH-2 COS-3 15fl80 355.12 153,65 9S 38 a013 5'D!A 7GI70. BOT.5T0F1E=1655 IT Pvc((xR-35 17a2,T n0.2z 11a-v o 1.ra sat ' N�GI€r=54.8 1 i\ I I L1.t tCL u�370.61 / J 103-IF p 1lri SLO ---- """T M179.{2 �]U �� :�? � y l \ G 1.1 \\ ': ` + 1 ! I IS-1 COS-3 - 16235 153.65 116 €2 RW V .^e ,�(8k I7a„ ,.REND Da'a1665 7C 770$5 IJ I ( ) 7at7a42 rC17a4z I ac:17a4z + etmca w---• Tclmeo acsm/z - TittEs 1 I I � ! CGS-1 DME€-5 15&4 15365 151.26 54 €5 0.042 [� aatma I i ecsrn,z I ! 946 to 2 el eciiaoiz Tclm tcsm \ I r� , u 7a66 ( \ 1 \ ! ! AD-9 RD 168.& 2 6 0,0216N PVC (17 / Pk1mw IGtm36 6} IA \ \ 1 \ { ! I 0SGOOD Q 6n I I AD-10 � 168.8 2 6 ata fkN. PYC (,) \PROP.DRP EDGE \ Y I dram :1inb9''. r ':-.. .:1 A0 -- 17TU0 - _ ';: _ , 43, I 1 I STREET AD-1€ RD 1610 2 6 0.02 fw. PVC z I f i 77aea 1M20 zt AM20 t7 n 1TI.0P 1170.4E 15F ARCTI)TEC7�UDRAL PLANS E PER \1 1 i I ! I I M-12 RD 170.1 a �r 2 6 a0z Let PYC 1a49., `®17 171 1Ti.ao `, 06 ® TrP.) 1 ! I E �yj ww 1-- j /i Y Td "`•#}�,� \\ ( \ } 1 is 4 Y I I AD-13 RD 170.2 4 44 4 6 0.02 Wt PVC F_ 7 N V7 .: AD-14 RD 170.2 r 4r 5 6 002 Let PVC q 1i3 z FIw1 i5 M5�160.6 \\ \\ \1 e i AD-15 RD 110.2 • u 5 6 "z wK PVC r Q T� O 1 / IIICt✓EA FIE Sw AMENITY '\ - } \ \.'r• ;I / / / AD-16 RD Vol 4 n 4 6 aoz E•I. PVC J O / Y raw a TD IT MA. SPACE } ( T 1 \ 11 J^ J r/ I AD-37 ??d 770.2 / 4 6 Ro2 Eel. PVC - 25 SURREY DRIVE f \ r r \ } ! ( LK Itl 1 ! AD-38 RD 170.2 3 6 0.02 MR PVC 4- BUILDING 3 r f \ \ f ! _! o ;1.., 1 } \ f J l AD-19 RD $70.2 3 6 0.02 LYL P14 ..J Z (n AMACE GRADE=170.1 r:'. :'''..t - (( 77 BUILDING HEIGHT=46.1 D �" ^^--""-' _ ! ! I ; ! / ! AD-2D RD 170.2 �� 3 6 0.02LBL pVC 1�4$5Rx sta9>r 3� 1 !f 1 ,` L.�-\ I M-2i RD F70.2 3 8 0.021sN. PVO FF=171,1 //'�1 -- / 7 1 ( ( AD-22 TEEr-W 157.8 1 11 3 6 0.02WH PVC PROP.D10P EDGE / 1 �°� / /~ / i ! 1 ! 4 w PLRFORATED PPE PER GFTIBDA `O ! 1.•,•6 r \ ( 4 r ARCHITECTURAL PLANS - } / f 1 r f - I UHUER LANDSCAPE(Ngi-TRAF7IC LOADING)MLA.,PROMDE MINIMUM i7a3 - / - / 1 > 1 ! 1.5 FEET COVER FOR S0R-35 PVC,M 1.0 FFET FOR SCH.40 OR SDR-26 PVC (TV.) // 69M=Isro 7 ' I 11.MATCH R(VF.RT OF PER&t1ETT:R ROOF DRAIN - /' Y, 8'P4C f9A-351 pFt4P,PATIO GRADING h / C00fl0a1AlE MIN P k10 `, 1 / i _ rams'101SIM \ 175-1r8oex iEDaE \\ DRAWAGE PER //\0AAN rm AROL PLxNs) 1 1 /// 1 IC;A ARIRN4 LOT DRAINAGE PIPE TO BE HOPE(ADS N-12)UNLESS NOTED ui IK9L .4 MCE9TEC€URAt AND - 1 ,'I f O } (nEnl-WI) 1 LANDSCAPE PLANS i +. I Q Q 035 SURREY DRIVE .... T7.LY scAL�Ii a 20 0 10 20 40 �� �� ®THE MORIN-CAMERON GROUP,INC.2021 PROU.13454 PROP.W X W DIM - - - (2)wDI GATE VALVES . (t)C DI GAIE VALVE - SUN CONNECT TO MST.GAS WAR SAN DiY.B'CI=354.48 {LOCATION TO BE V1RS3E8 BY GAS 1NV.IH=151.72 INV,(2)4'PVC FORCE VAN=156.34 UP INV.4'Ct FORCE VAIN IN=M.20 _ 0 N f I4V.OUT=t55.,9 - ' w W - W - �1.,�,W� X p uN}€{R'EC1(R€O) rrW w w w w w - I - w_ - .= PROP.sLN I UGf1Y FOIE(llP.) PROP:l4NDEHCOONiD D���D r�°~~ L g p RaH=1823! PRWNARY REOTRIC ES _ DIN.=t5330 ,g rrc 5 5 5 a SUTTON STREET S f S s am oHw aNw otra an—--�T-wm ok+ (PUSIIC•62'1V1DEJwo S_ ny UP lu S —PROP.WS� )SE7iw(E GG UP UP aSIZE W Gi a �q s PROP,sGLFtxPrc A _— 1----------- f--�O . z0�° F! ----- _ (SOR-35)SEWER �-J 5=0.005 FT F _ 1 --...-- ------------------ - RU-157.97 - / PROP.SLH 2 Y v> •• .. R11=164.t PROP.N LF 4•PVC(soR-JS)SlrkR(S'a0m Fr/PT) APPRO)L L11kT of wATEH4iED r7.. I Pftfl1LCNON D[STRICT O�y 8T� I DIY.(H)=153.64 1j ; W,115 22( EAH-COCK 9-4) - yens DN.{ 153.60 PROP.47 R 35) / 1 y PROP. V22 C'iFJR-SALT 3)R 4{1 � }l I � �(�-�) mre.a LF s•PVC(SOR-35)sLvr<R 5=a � }e / SEWER S=ODIo Fr/FT - . r¢ o05 Fr/{P i` .. SAHRARY SEVU CCUNECTVCN HUILDING t yy i WV.15a20(CLEAN-(ur N SLAB) GF=15&5 PROP.SIMI lift.4'CUDI DOW ESDO i INVERT GAS 15s:st IN.(PN 153.92 . H Ik U TEE—y� WATER XTI E AM `I AT TwS LOCATION RN.(WT 153.88 WCUM FAME SR17CE - PROP.35 LF 8•PVC I , •:,;,:....._,.r _ _____ _ - i FT/FT HOW FRCP.7EtFPA \GV (TVP{-1) CAW 111UID HOLE n" r rRwRr' i4 SAG._x/d u IJCE� ui"c_. D a m m q 4 PROP.W wm / PROP.8'%8'(N TEE h " (T1PE,LOCATON.97E .� y�yya��_ • CAR NC° o /: - ES (2)CA GATE VALVES BY COWMFY) /' r� STA7r - PRCP..TRA QQIFR (TIP.of 2) PRO'.CaVDLaT F0.4 FUTURE _ p I PROP.FIRE OEPARTUENT CAR CHMA00 STATIONS�ti I _ — rLaur LE A II \ r r I HOMP(SE£ARE fl` r_ 1—DFtAai7J,f SYS ..t(TtP.)_ _ I I I , PR07€CTM PLANS) PRCP{€! ° PROP.6.OW PROP.laEFHHORE& I I I- —.Fi GGE �' WATER�AM DOWE8 C - PROP.$161 4 i PROF.215 EF a'PVC a I WATER WAL CAW HAND HOLE , � � ' 0.q FIRE SERVICE � Tau=17a48 SE"(5=aoas Fr/Fr) i I i IIV',(Wkk$4.08 PROP:GAS SEANCE(TIPE. , sn ItV.(OUT 154.96 + L LOCATEOf:,512E BY CAS CUrPAHV'} j I PROP.Is LF 4'Pvc ( Na --W—_____------ a)SEY�R w PROP.36 LP 4'PVC __ __________ _ _ - (SOR�s)SEwPi -Q .-. .—.—.—- �•i� PROP.6'%47 S-a068 FT/FT Il DI TFE I 't I . r--—'( w w w--�,�w w I F5; r`T 6'GARAF£FLOQZ ("oc o a PROP.f�i BRAN OMOTOR ---- —� P12CP.8">m'IX TEE YdTH 6'GATE,.MVE VALVE 1-.-. � � RN.a156.00 z u. I FIRM e• 'OI 1FF cm Q1NtGal° 't s STkTOH Il S :'I (at'ER OWNTOTIM --;T- PW.25 LF 4'PVC ( aT _ ___ __ _ :.; ' ( P0,151100 - (�_35y -�� _ - i ( CM.=15G.DO p S=0'010 PT/FT - - - -7 IF _ Z RAT=159.2L PROP.Ns'a BUTLpTNG { PROP.13 IF a'PVC IL Z . IPA'=153.45 ; w/THR11sT K= 2 o (Sa4-35)SEWER - Q PROP.172 LF W PVC PRDP.FIRE UGE S=aQ10 FT/FT F— J BRAN FLOMGFI (SktQ�5£rAR OEPARTUENT HOOKUP„ `Fl/FT ; PHOP.5183 5 � � � lztl � a RFY.-155-20 (SEE WATER k FIRE S SANITARY SEWER COIBECT0 BUILDING 3 'NOTE 5) SEalMARY UEtf=U1,1M '', f a1KRDI=L�1545.69 O V CF=16U0 GARAGE SEJH 9Knw FaL {w W Dar.=lss2oc CLEA -LEwxlroEEsaarDMM atv.{�uT)tsse7 J �� C7 WATER SERVICE NEm 8' ( W`0 ELECIWCII PLANSI— CUH PLRE SFRNCE FBakk DEs[7i B LAroU� PROP CAS SERVICE (TYPE:LACA110PL, BY CAS CCLPAY)RY) T---�---- -- ---- o o ° 4 --_4 sr ------ Lo / ELECTRIC, ¢ U f � f FINAL LOCATIOPL OF ELECTRIC,IELEPFtOt4E AND CABLE U7lU]TES TO BE 00tMEO BY SMACE PROVIDERS (� O APPROX.Lamff 1501ATPD `LlrWEER AND El C> f/) _._411-V'LCETATFO WEILAND - Lp - 50 HC-DUBB ZONE ,.SZE AIR)LOCA71CH SFUd1 HE WMED BY THE PROJECT � - APPROIC LM OF W wrFm 2S N0-gs7L.y1BpN(f Z* PLLRONG ENGINEER POOR TO CONSTRUCTION. � - 70M TO"TE ISOLATED I 2 wATER Wal SIRIT DOYM SHALL HE CDORDINATED WITH THE VEGETATED KELALO NORTH ANDOVER WATER DEPARTTLLTT7 AND NEARBY WATER CUSTOUEIS PROPOSED 4.SEE SHUT HYDRANTS FOR IRRIGATION VIEW LOCATION, I LEFT. . - S SEE SHEETS FPA,00, FPXM, FMOO.FP&OI,FPC.00,&FPC.Ot Z FOR FIRE PROTECTION LINE WCATIDNS Q D t5 30 60 V .®THE A(OFON-CAMERON GROUP,INC.2021 PROJ.#3454 ` TP 16 1 'ILL F 16-3 IPA P 16-5 TP ,16-6 TP 16—Z TP 16-8 0' SURFACE ELEV.=162.5 - 0' SURFACE ELEV._MO 0" SURFACE FLEV.{166.3 0, SURFACE FLEV.-165.1 0, SURFACE ELEV.=166.8 07 SURFACE ELEV.-167.8 0' SURFACE M.a 187.7 0' SURFACE ELEV.=167.2 Ap: SANDY LOAM Ap:SANDY LOAM Ap: SANDY LOAM 8' Ap:SAVOY LOAMAo:SANDY LOAM Be:SANDY LOAM it" Ap: SANDY LOAM Ap: SANDY LOAM 10" 16" Ow:SANDY LOAM - - 13" Ur SANDY LOAM Dnr. SANDY LOAM Ap:SANDY LOAM 18' - Bm,SAVOY LOAM " 21' 21' O:r SANDY LOAM 21' 2P Q c $ 25'ESHGW � Br SAVOY LOAM 24' - t a o 36* W h U x 3l'ES1GW 33'ESHGW _ Zx 36'ESHGW37'ESHCW 37'FSHGW 36'MGW _ L- 40'ESNGW GRAVELLYY LOAM � DY LOAM 2C:'SANDY LOAM GRA�YY LOAM Y LRAM2R sLLY LOAM GRAVELLY -2R Y LOAM GRAVELLY2R SAVOY LOAMGRAVELLY82, 84'94' Eno A 1 )'L I -t4 IP� 1=L 1 IS2 TP ,ts� TP 16-14 1P 19--1 7P 19-2 SURFACE FLEY.G 157.5 SUR �h ape q� SURFACE M.=164.1 FACE ELEV,=159.7 SURFACE ELEV.-164.0 SURFACE El"..=164.5 SURFACE ELEV.=160.2 SURFACE FLEV.=160.0 SURFACE E1EV.-164.S 8' 0' 0• }3• ASPHALT LAYER +3' ASPHALT LAYER +3' ASPHALT LAYER 0' U' •0°'MiO� o" D' O' C'HTM: SANDY C'H1M:SANDY ><— M=SANDY LOAM AQ SANDY LOAM C"HTM: SANDY LOAM/LOAMY LOAM/LOAMY 15, LOAM/LOAMY SAND SAND MIX SAND MIX19' - Ap: SANDY LOAM SAVOY LOAM Ap: SANDY LOAM Max 20• ft LOAMY SAND 21' zs• 42' 40'ESHGW 31• _ 35 LSHGW = 35•ESHGW _V / 36•ESHGW 34'ESHGW 2C:SAVOY LOAM _ J3'ESHCW $ GRAVELLY 2R SANDY LOAM z 45' _ _ GRAVELLY 4 m m y 411' w 48' r -� 53'ESHGW = 55'ESHGW _ 12 c GRAVELLY LOAM 2C:SANDY LOAM 2R SANDY LOAM. GMMRY c GRAVELLY X x- 2R SANDY LOAM 2R SANDY LOAM MSANDY LOAM GRAVELLYGRAVELLY GRAVELLY o� N Q� 102, 1 W' t0Y f16' 133' !EP o 0 12 L IPL-4 I1?13. TP 19-6Z IE1`—7 TP 19-88 TP 19-9 V) 0, SURFACE ELfY.=167.3 0' "FACE ELEV.-167.2 07 SURFACE ELEV._MA 0' SURFACE M.a 164.3 .0, SURFACE REV.=160.0 _ 0' SURFACE ELEV.=160.2 0' SURFACE ELEV.=1620 ¢z¢ Ap:SANDY LOAM Ap: SANDY LOAM Ap:SANDY LOAM 6. Ay:SANDY LOAM Ap:SANDY LOAM J Ap: SAVOY LOAM 33. 11' L0' 10' CL r Z Byr.LOAMY SAND Br.LOAMY SA1ffi Byr,LOAMY SAND 8� LOAMY SAND Br.LOAMY SAND C":SANDY LOAM/ LLJ Q 22" 21" 20, LOAMY SAND MIX z �! Syr, LOAMY SAND 23r 21' E,L,1 L1 29' 2C:SANDY LOAM 2C: SANDY LOAM - 26' 2R SAVOY LOAM � U F' � GRAVELLY GRAVELLY 2C:SANDY LOAM 35'FSRCW 35'FSHGW — 35"ESHGW 35'FS7iGW GRAVELLY 0 a a�a 20:SANDY LOAM 40" - 40« _ _.. GRAVELLY ��YY LOAM 2R SANDY LOAM J GRAVELLY W.. 41 MOW 40'MGW = GRAVELLY Li Q 48' _ 46'ESHGW 44• 1 /, 45 - LLu �X Lu �� N 0 TP 19-10 7P 19 11 B07TOM OF TEST HIX£(TYP.) (/) Ll p Z 07 SURFACE ELEV.=163.0 - 0, SURFACE FLEV.=165:3 C":SANDY LOAM/ ¢ F_ C": SANDY LOAM/ LOAMY SAND MIX Ll. Z LOAMY SAND MIX - I� f-- V) 21' DATE PFFIFORMED:ME 23.2016 k APFdL By.2D19 n PERFORMED BY:ALEXANDER F.PARNER,SE f1848 30' 2R SANDY LOAM - 38• 2C: SANDY LOAM ESHGW GRAVELLY VA NESSED BY NORTH ANDOVER BOARD OF REALM FSIGW _ GRAVELLY - - 45• 4B' E!) O0 Z¢¢ J J�tl - �d r- 0 ®THE MOWN-CAMERON GROUP,3HC.2021 PRDJ.#3434 W.U.T.GO.MGM MOTH HEIGHT SYMBOL TYPICAL SIC?IF:IE o .�gfl 4'win STRIPE(TIP.) - I. PROVIDE EXPANSION JOINT$AT W.30 FT.C.C.WITH t1T��. N z, P RE-WOUlM1ED JOINT N>lIEH: $ $BURDINC FACE OR �y "` j Y rAh MLL POST 2 PROVIDE CONTROL JOBITS AR 6.O.C. FIXED OBJECT 'R 25`(TIP.,MESS NOTED O7HERIWSE) I. - - - a PROVIDE BROOK FINISH DL DtlR cUCR PERPENDICILAR TO CURB. ,Iq SEMN�90N - ANT YAS-2 30• 30• ' - 4. CEMENT CONCRETE S}IA1L DE 4•000 P51-TYPE a (MMN REO)D) z��-,3 PREF Tn. LXPANSM MY 1 -e" o N$S e ' VARIES A GS T C I NT CONCRETE 1F♦t<fXC W VE}9URAR AREAS) * CURB 40 W STANDS EIF.p• 24" 30• t�uBNCPs $EMALK . FiMSH PAVEEEETIT W.W.MESH LANDSCAPED AREA 1.Ox(IdiN•) !1=4 ull ns . 14IF'Y TEXT PRI($TO ORDEANG PARKING SPACE STRIPING SM MANUAL ON UMFORW TRAM CONTROL DEUCES AND MASSACHUSETFS HIGHWAY DEPARWIT iM � r+ NOT TO SCALE STANDARDS FOR THE LATEST SIGH SPECIFICATIONS.TEXT, ID.NST X DON%COLOR AND NOMENCLATURE. II SIGNS 2•DfA DONCRETE SUPPORT x -j NOT 10 SCALE m litil ° e CWACTEO GRAAV0. 1�11 lIll CEI"T CONCRETE (3000 PSI-TYPE 1) _ 4 +'MINTE STEEPING S'- - GuvN�N[ n) - _ 4I4!= lIll E SIDERILK O.C.AT 4V IN LOADINx-G 1• t /4' FOR SIGNS NOT TO SCALE AREA(TYP.) B �' IN LANDSCAPE AREAS oo $ o SIGN POST � � " A'Mall STRIPE(TTP.} a z 3 I/2' NOT TO SCALE i R lkb3a POST SECUUN SDEW N T.S a NATIONAL 5tAk0A1N OR � - 110 ACCESSIBILITY S)IWOL . PAINTED ON PAVEMENT MADE NUT AND LOCK WASFIER z 5GN - BI /I6•WACHBNE \. - t • MIINOUS SURFACE COtlR SEE 5lGN VAN 2}•BTTUIBkOUS BBNDFR COURSE o so T1PF5 OF PAINT DETAILS saELw oR 11ar ACCESHISLE N a 1. £A/YEATAt RASED ;3t PER NNEAR FOOT i6'-0'(TYP.) } lY CCNMPACTEO CRAWL BASE COURSE w n VAN ACCESSIBLE 2 THERMOPLASTIC SPACES ONLY 12W PER LINEAR FOOT _ .1 3M REFLECTIVE ACCESSIBLE PARKING SPACE POST t � PARTIALELEVATIOTJIIll=llti;IIII=4 f III WOPER LINEAR FOOT - NOT TO SCALE [Off- - J COWPACIEn SUB(YIADE 0 NOTE; THESE PRICES ARE (M MOVE ANY UNSUITABLE MATERIAL AND - ESTIMATES ONLY PAYMENT WAX SLOPE 29 BJ E PARKING S SIG - ROUHOFA CONCRETE CAP REPLACE NTH 95%COMPACTED FILL) ALL OLRECTIONS NOT TO SCALE - CONCRETE FILE - PAVING NOTE Cn 6"STTEE PIPE FILLED MTH F. PAMWENT SHALL BE TYPE 1,CLASS 1 BITUNINOUS CONCRETE Z . CONCRETE AHD PAINTED 2. PAVLTNENT THIMS$AFTER ROLLING Q CAL17W N YELLOW J FM UVM SURFACE z TREATMENT VALES PAVEMENT DETAIL Q (NOT TO SCALE) - Z ..J W 11 Q- U liN Z x OA CONCRETE SUPPORT TREATMENT VARIES lr�..I Q - - VERTICAL GRAMTE CURB LEI U GRA4ET. NkTEO IIII. ° I) COWPhCEFD TACK COAT ADE WE COMPACTED SUDOR SYUBOL - '6 I UI N.) BIT.CONCRETE PAYMENT � O � 12• TOP COURSE z i a 1 Ell I!1}=!I1!— MI.) ( ¢ O SLOPE VARIES» _J V WFUTE PAINT �i - FIIB$HED SURFACE w �4. BOLLARD =!Ili IN u- z in P \ HOE TO SCALE 3• / k M4R1E MTE PARIT PAMT CEMENT CONCRETE � 17' W IY - 70• = (3000 PS-TYPE 1) RASE D GRAVEL COMPACTED SU$GRADE z . O 6' 6• ie+ NATIONALSTMDARD ACCESSIBLUTYSYMBOL ARROW STRIPING NOT TO VALE NOT TO SCALE z VERTICAL GRANITE 01R6 (VGQ � NOT TO SCALE U �U PROD.FM64 THE LMOIUN-CAMERCN GROUP,LOC.2021 -e< PLACED ME (2 SF WNNUM O u D CROSS COUNTRY UNDER PAVEMENT - SURFACE AREA) 4"LOAM AND SEED i . NOTE: TO BE INSTALLED IN LOAM AND ALL CUT AREAS WHICH INTERCEPT THE SEASONAL SEED z A a PAVEMENT SECTION OR IS'GRADE 2� WON GROUNDWATER TABLE TER FABRIC U pnC_ d•I a e a A ROAD GRAVEL(SEE DETAIL) � R - SELECT RADOU THOROUGHLY NORMAL TREATMENT -or(MEN.).... (MEN.) E '. pyl CONPACTm TO ACCOMl100ATE CONPACTTD SUBGRADE SURFACE LOADINO Y' DETECTABLE ��-1- I? (COMPACTED IN 12'MAX,LM) n ° SELECT 8AC101LL THOROUGHLY �\ 5• IHICK LAYER OF 1.5'WARNING PAD z i_ .a COMPACTED TO ACCOMMODATE /\ CLEAN CRUSTED T �A ONE [�-r Sl SEE NOTES 3 ASIDE CLASS S GRAW!,,BAgffBL SURFACE LOADING - F9.1ER FABRIC �' p i/4'UP(MAX) » COMPACTED 95x IN V MAX LIFTS (COMPACTED H If MAX,L1FT5) 2'-O' COMPACTED CRUSHED STONE OR S C'CORRUGATED BOTTOM �j-1 S �F�" - SANG BEDODFC PEA GRAVEL PASSING)'do d' a - { DRAIN SET IN k8'XIB' 1,} RETAHNEp ON A fi4 SIEIE CLEAN WASHED STONE - r PERFORATED PWE FILTER FABRIC 3• - V14TH GEOFlLTER WRAP ..0 PIPE DIAMETER 3'-0• �osE^s 6,�F R91FL u SLOPE$ OUNDM ON 1V:1H PLACED STONE SLOPE °0�°j°A I..° oR snacTUHrc Eal_ - NOT TO SCALE Y—w MTH. MIR/lEDGE V-0'MIN. SUBBASE �kOywoa�` H G� ,,$E o��dy>t- TYPICAL WATER TRENCH DEJIL TYPICAL SUBDRAIN DES, r o. (NOT TO SCALE) _ _ NOT TO SCALE . CAP STONE vv PRECAST CONCRETE MODULAR BLOCK MIN.V REVEAL P.+ (TYPE VARIES) M OE LOW POINT MIN.2`FROM WALL » •CkTO, Al PREVENT GAINST WALL 'DETECTABLE WARNING PAD - SEE NOTE 8 - F 1/4'LP(MAX.} 12 IWERVIOUS - & c FILL MATERAL _ } FACING PER CROSS COUNTRY UNDER PAVEMENT � TREFEH � _I' 4•LOAM AND SEED BGRADE COMPACTED SU . I II (EXCAVATION UM9T VARIES) PAVEMENT SECTION OR 18'GRADE z Z . A ROAD CRAW.(SEE DETAIL) UNPAVED ASPHALT B Q - SURFACE SURFACE Zy rz I�- COMPACTED BACKFILL J TRANSITION f i SELECT BACK ILL THOROUGHLY COMPACTED 3'DLTECTABLE UNDERCROINO .. ---- a CURB UP z � TO ACCOMMODATE SURFACE LOAO9FC UTILITY MARK#HC TAPE REW9NEO j 2t TRUNCATED = COMPACTED 94 12'MAX LEFTS FOR ALL LIINDERCRCUNO COEIDUIT a Q DOME SURFACE gI w INSTA1LAt10NS TAPE SHALL BE `N i �- Z V) ,J BURIED I2'TO ZV BELOW - ASCE CLASS B GRAVEL BACKFlLL -- a.. qo W °° COMPACTED 95X W 6'MAIL UFTs FlHHSHEO GRADE - I FREE ORADNWC : iv COMPACTED BACHFlIL 4'CONCMiETE Af I°RG.4�BACI¢DL.MATEItiAL i� - I{_ of Q Q 4'-8'}EWE W ° 4qo —COMPACTED CRUSTED STONE OR CONDUR/PNPWG - E —I PERFORM Q� � GRANITE . SHORLNO ° "� PEA GRAVEL PASSING i'h RETANED (3 X'4'FOR C O ELECTRICAL COidDT71T I I i I I _I= BOTTOM DRAIN Z V AS IIEW9tED ON A f4 SIEVE {2 X 4'FCR EU:CIWC� _ — _ _ I— - (SLOPE TO DRAIN) Z O . CURBING 2*COMPACTED CRAWL PAVEMENT ° '� ? "' 1RF aD,u o F�LAHNYDLOCAL .. —• — PA 11 3• W o,gnoo ,. PER r ✓ IN EARTH O"O°ab -6' l Mt&IIFlCATIONS TO NFPA EMBED TOE ERS IFE4£LING PAD EXTEND PAD StR R. a° o°0 70/NEC MANUFACTURERS JELEPHONE. CABLE. FIBER AND 2 COQ .ATE CONDUITS SpEC1ETCA10Hs s'BEYOND BLOCK FOOTPONT, Z C3 eft LEC CONDUIT TRENCH DETAIL WITH PMROVIDERS.CAREALL saEs > ¢ ' U kOTES' M LEDC{ UNARY HDT TO SCALE NOTES:- J 3'-0'MIN. SEWER MAINS SHALL 1. THIS MODULAR BLOCK RETAINING WALL DETAIL FOR DEMONSTRATIONAL PURPOSES ONLY. REFER TO MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES. O �. 1. THE MAXIMUM ALLOWABLE SDEWALK AND CURB RAMP CROW SLOPES SHALL RE 1.5X{iX MN. BE BE 8'SOR35 PVC ¢ 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURT RAMPS SHAH BE 5H 2. PRECAST CONCRETE MODULAR BLOCK UNR DMIFNISIONS,COLOR AND FACING CAN VARY PER Z V) 3, THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL RE 7.5X, TYPICAL SEWERfWI.N, TRENCH DETAIL _ CLfE1NT/OWNER PREFLTtfLICE J 4. A LI MUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE W ACCESSIBLE (NOT TO SCALE) 3. BOTTOM DRAIN STALL DAYLIGHT AND/OR WEEP HOLES SHALL BE PROWDED AT THE TOE OF FIMS® ROUTE{REA ENT VARIES. UTILITY'POLES,TREE WELLS SIGNS ETC.} - GRADE THE WSIALLER SHALL TAKE CARE TO STABILIZE THE BOTTOM DRAIN DISCHARGE POINT TO 6. CURB TREATMENT VAPoES,SEE PLAINS FOR CURB TYPE 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. PREVENT LROSM - 7. SEE TYPICAL SfDEWAER SECHO4 FOR RAMP CONSTRUCTION.B. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5'IN WIDTH(EXCLUDING CURBING)A 5'K 6 PASSING - 4, BOTTOM DRAIN SITE SHALL BE DETERMINED IN THE FIELD BASED ON ANTICIPATED AREA SHALL BE PROWLED AT INTERVALS NOT TO EXCEED 200 FEET. GROUNDWATER/SURFACE WATER CONDITIONS TO ENSURE ADEQUATE CAPACITY. z 9. WW14ATE ALL CURBING AT RAMP(OTHER THAN VERTICAL CURB€NG,WHICH SHALL BE SET FLUSH) - WHERE IF ATTIRES ROADWAY. a TYPICAL MODULAR BLOCK RETAINING WALL NOT TO SCALE m_3 MAERCHAIR ACCESS RAMP DETA o (NOT TO SCALE.)' O� � U g U ®THE MOWN-CATERON GROUP,INC. 2021 - PR0J.3./3454 '.. KENNEDY K 81A HYDRANT OPEN TO RIGHT -OR APPROIEG EQUAL 4^1/2'$RAUFR CONNECTION(TO FACE ROAD) CONNEC - (2 REQV—AED) _ TEES PCRTKX!BY I••I �" WELLM GATE A-2311-02 PLUY8EIG EMINFTR - - �••[ OR APPROVED EQUAL� m SH EXTEND RISER SECTION AS BIRT.DDIG SLAB O .,•} z PAVEMENT REQUIRED TO ESTABLISH as T4P.} PROPER HYDRANT ELEVATION - e • - V/ 6--6'TO EDGE OF R.O.W. ! - Mt CAL 8'C4DI (yr.) UNOEROAM I S' U N TION oil WATER NAkF _ - re gilt! TEE . PEA STONE (r o (APPROXIMATELY 1 C.Y.) 0 �a `�SFE PLUMBNC DRARlM - LANDSCAPWG _ J X 79 ' RVIOD IffADER(GI - •T1 3 s'CLOT PIPE 8'PVC{50R 35)SERVICE APPROVED EQUAL) u .18'XIS'X6'CONCRETE BASE CONNECT TO NEW PVC ADAPTER MITI n9' FOOTNG - 6'PERFORATED PVC(SCH.40) _"•� HYBRANT NOTE: CONCRETE THRUST OUOCKS PLACE FB.TER FABRIC SEVER MANHOLE FLDDRIE JOINT PIPE(SEE ARCHITECTURAL DETAIL) BEIM@I PEA STONE L. CONSTRUCTION OF GATES AND NATIVE SOIL - a BCE N A�Art xITN HYDRANT DETAIL I11�=1IV N �Er:` NOT TO SCAlE AWWA C501-Sf f170 { ) TYPICAL BUILDING SEWER SERVICE 9 RESPECTIVELY. - (NOT TO SCALE) WASHED STONE - 3'-6'(SEE ARCHITECTURAL DETATL)' (COOR€kNATF WITH • AACFETECTURAL PLANS) FILTER FABRIC WATER Pfl00FTNG BETWEEN STONE AND FOUNDATTCN ts CONTROL GATE - (SEE ARCHIECTURAL - BEARING VALVE AND BOX - - PLAETS) ,. FACE - PA6UEIFR HOOF DRA}N - & q � GRAM TRFA>•V�T vim) LOW PMEABIU Y STRUCTURAL PROPOSED GARAGE TOP STAB A PAVEUENT BACKAL AS SPEOM BY C0.HC.11uKIST BLOCK CEOTECHRICAL ENGINEER .•.. ,•;.S - TAPPING SLEEVE(SZE _ (TYP.AROUND FOUNDATIONS) ' ..':r.-:'• WATTYI MAIN 0Y%UUBAHC EFipNEFR) FOUNDATION DRAIN (DESIGN W40ER m i:•C�'' ";' COkN1RLE 12' SEPARATE COVER) _ ,i- :I.''�L" *EIACK WATER YARD CONCRETE� FOOTING BEND ANGLEL VARIES jm mm-mG NDE( 1 ALOOF DRAIN OT TO SCALE BEARING o 0 e� FACE. CIAI PIPE(SIZE BY y ff PLUMBING CROMER) _ TRENCH REIRETG FACE _ - CONCRETE THRUST BLOCKS '.��.t•' M'&THRUST BLOCK FLAG ROLL PLUG BEARING - - - TEE FACE TAPPING SLEEVE &_GATE VALVE DETAIL z NOT TO SCALE Q. WATER NAEi BACK FELL - C V) BEARING FACE EL£VAISbN FRAJIE&COVER(3'ML LETTERS MSH GRADE T- ADE A S REQUIRED ON .MARKED L�tJ � O GR J FRAME AND COVER TO GRADE �" a Z © o PRECAST W �, NOtES CONCENTRIC > < -I.ALL WATER URN FNTINGS,BENDS,TEES,KINGS ETC,SHALL BE RESFRADTED WITH THRUST CORE SECTION '� M O :3 BLOCKS EXCEPT WHERE NOTED. °e• PRECASTA 2.ALLIIIMRKD T BE=$&COLLARS SHALL BE INSTALLED SO THAT THEY BEAR AGAINST - 4.CIEN 8.C;1N B'PVC RISEN °d RINO SECTION Lu O N 3.MINIMUM COUPRESSIW STRENGTH OF THRUST BLOCK OONCREIE SHALL DE 3.900 1`4.L 8'C1,01 H DOMESTIC WATER MhBT 4.KEEP CONCRETE CLEAR OF MECHANICAL JOD M WATER 1EADT IV . ., - _ ' CTTI p01LESTTC - �� a SERVICEba LLj ,� °4 g• •e },� Y U u A 1 M1EL BFARDIC FACE AREAS FOR TFEiUSTBLOCKS 8'x4'DI TEE—, yALVE 0 _ 6'xi•U WE - ° . TATTLE AT 2/3 PIPE LaL O ~ 8O d5' 22,5' TEES PLUCS CAPS HYDRANTS g•TEE WIE .p DINIE'" �. Z 0'-8• 8 5 6 4 4 4 4 - - .LEVEL a g• U-B' 12 B 5 6 8 S 6 g• •q a �C A• •a tNT11 OPMG FOR OMART /. X/.. g REDUCER -AREAS IN$WARE FEET PIPE 6'C.DI FIRE `."'` i °Y CEMENT CONCRETE OR SERVICE -5'CEDI FIRE FLOW�� _`'FLOW—� " y a •v m e` •a PRECAST SECTIONAL PLATE SERVICE 0 THRUST BLOCK DETAIL BUILDING WATER SERVICE_DETAIL (THAN MET DnF INVERTET rs A MRIDIW o.Ia LOYIER a NOT To SCALE SEWER CLEANOUT (Nor 1a scALE) TYPICAL SEWER MANHOLE Z� P NOT 10 SCALE NOT 10 SCALE > a PROD.d3454 0 THE MORIN-CAMERON GROUP;INC.2021 - i 12a CUSTOM DRAIN BASIN (1)UCTIEE IRON DOMEMANHOLE FRAME& - TE FINBSH COVER TO MEET TOWN GRATE S LOAD RA7WG P T DRAWHO �q GRADE 8' 24'DIA B• STANDARDS' . 8'-3'BAR GRA7NHC �-- SLOTS STANDARD LIGHT DUTY 0899CCS 7OOL-140-184 - O ;,1 'g AC�SS SOLID COVER LIGHT DUTY OB99COO 700t-110-195 _p y z FRAME AND GRATE W (MAY VARY) u a SE 2NDTE 5- �-- -� ---- BROFiZE - H A 0899CG8 100i•-11D-188 , �' NOT TO SCALE N z E �(... ]�.... i - DOME UCIHT DUTY OBOSOHN 7001-110-019 I St z 1 I I 13 k f HAHpICAP WTE(OTIONAL) DROP tN CftAtE o p a 48'DIA MIN. 3-I}• 'q TOP SLAB ACCESS Ik a ITEM NO, WEIGHT (34) VARIOUS TYPES OF INLET k OUTLET ADAPTERS AVABAR3E FLO;y (SEE FRAMEAND V FF= S7FP5 SFEY ALTERNATE TOP SI AR ^-II t• ��+ GOVEft0E7AR 6'-3' It'll)67 FOR CSORIMATm HOPE(ADS N-12MANOOR DUAL WALL, � 1 ��n�id NOW I M-7p6 6'SECTION 1,315/ ADS AHCOR SNGLE WALL),PVC SLIVER(OC SON 35),PVC DAV NOTES: M-TD3 3'SECTIOR 7111 501 40),PVC C900/C905,CORRUCATED do RIBBED PVC ~ A 1. ALL SECTIONS SHALL BE DESIGNED FOR - L EW m NOTF 4 H-20 LOADING, 8¢• NOTES Oj �_0• - 1. GRATES/SCLRT COVER SHALL BE DUCTILE IRON PER'ASTM A536 UWE 70-50-05,WyTH THE Ex ON OF THE = FLOW 2. COPOLYMER MANHOLE STEPS SHALL BE BRalZE GRATE+ 8 �•,N O [7 Q INSTALLED AT!2'O.C.FIX{THE FULL H). 3 2. CUSTOM DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR A '' �il •� a 48'VA. MIN, DEPTH OF THE STRUCTURE. BASINS OVER 84•DUE TO SFTIPPINO RESTRICTIONS. SEE DRASNNC NO,7001-110-065. --- W 3. DRAIRACE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM 03212 fOR CORRUGATED HDPE(ADS 3. PROY40E'Y'KNOCKOUTS FOR PIPES _ k RANCOR DUAL WALL)do SDR 35 PVC. CLASS A W7H 2'MAX CLEARANCE TO OUTSIDE OF �' SHETA y, 4. STANDARD DRAIN IMM HAS FIXED ADAPTER LOCATIONS OF V k 180:CUSTOM DRAW BASK!ADAPTERS CAN DIA. PIPE. MORTAR All.PIPE ONHEC RONS. E I BE MOUNTED ON MY ANGLE 0'TO 360'. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAM NG NO. 43`121I lD. u LYwmi VARIES DUIJ4 0HS MANHOLESTRUCTURF �Wn CONCRETE?'. DNA. - ,. 5. D11AEN510N5 ME FOR REFERENCE,ONLY ACTUAL DIMETN510NS MAY VARY. 333o VFAONA AVE �``scrrT N4 2• 7' BIIFORD,CA 30518 �Y U o " w 12• ,` CUTLET VARN.S {2 6'DUL 4 C©©C�� pLDl((770)932--2443 aT 0 im Typ, 5'-10)' < OITIET z�iy14T�,,.a9t• FAX(770)932-2490 PLAN VIEW 12'GRACOMPACTED 1'-4 wxx.n iosi-ncom TOP SLAB NOT SHOWN S 4�F SECTION NEW �nnoo a� �CHCIHS JOINT SEALANT E PREFORM TWEEN euTtt EIJD SECTION VIEW COMRACTORTOGROUT SUBSAC _ GRAIN MANHOLE FRAME AND NOTES TO TiMSHED GISADE ADLE COVER 1. CONCRETE 4,000 PSI MINIMUM AFTER 28 DAYS. (/�J/I7!l,II GRATE PoNGS,WSERS 5, SHALL BE SEE IN FULL MORTAR BID. 3. AVAILABLE IN 3'AND 6'SECTIONS - r jr I I lhto7 PROVIDEDEYOMECIO ADJUST TO GRADE KITH CLAY BRIO(AND 3. AVAILABLE 1 END OR MIDDLE SECTIONS L.1IJ T MORTAR(2 BRICK COURSES TYPICALLY,5 4. CONFORMS TO H-20 LOADING. DRAIN MANHOLE DEML ) SHEA CONCRETE N,�I „UPI BRICK COURSES MAXIMUM FRAME AND •'�• t .i.;• 4•[102JO OIL SCALE COVER TO MEET TORN STANDARDS. ,�~ IN6PEC;ION PIPE y RR NOT TO SCALE STORMCEPTOR (CAP OPTIONAL) a Yir O 12" ADS AREA DRAIN 12'DOME INSERT Kt(HOT TO SCALE) GRATE REMOVABLE +s' 9 a .!m DROP TEE 2 HAN ? DLE OUTLET PIPE O a - INLET PIPE,OPTIONAL (IF PIPE IS aEOUIREO, 47 INVERT IS 3'(/61 HTOHER CATCH BASIN TRNW k THAN Mtitf INVERT) a FINISH GRATE TO MEET TOM STANDARDS 8' 24• 8' H m 3 aPENINiYP 4 I -41-NOTE I I I a�HuCE 4 48'OEA MIN !•t RISER x ✓, ALTERNATE TOP SLAB ♦ PERMANENT 12, a •• POOI-ELEVAnoN DROP TE W g DROP � DE f $� SEE NOTE 3 CONTRACTOR TO GROUT TO r� 487 DIA. MIN. CUTLET FINISHED GRADE �yte18 taE '1 N HOOD p SOLIDS STORAGE SUMP •` INVERT VAARIES RINGS/RISARS GRADE \ /��1/ _ G\ �' '4 I.,k. �' �ft•'�t': o _ FIBERGLASS SEPARATION CLINGER AND MEET - �•�•;'.+�'�.I I c a STORA4NFATER SECTIONA-A IWWI PACTEO 12• BPAOTEE7) I� �o�! GoF CONTECH STORMCEPTDR 4501 z TYP § G°�sformw2\e�' �CBNOT TO SCALE 3}SC1U.E 3) � mil J ia;-•qgr.g p� o � F �"��- MULTIPLE INLET PIPS MAY PIPEI OUTLET- - = i1 aoo Q bg9.N .a8 6 ( r .. r BE ACCOMMODATED) --- I © ¢C.F ~ 7P� FRAME AND COVER _j in O_ CATCH BASIN FRAME k -'" _ I I (OIAMET€R VARIES) W ¢ [--. STANDARDS GRATE To MEET TOWN --- _ --- N•T•s W < FBERGLASS SEPARATION CONTECH CONTECH STRUCTURES-- GENERAL NOTES 09 EI ---1--- CYLINDER AND INLET - �t"�W I. CONITCH T MARKED AL MATERIALS UNLESS NOTED O7HERWSE W� F-. I. ()ARE REFERENCE DIMENSIONS ACTUAL DA4EN90NS . '0 V) } PFRMAINLNT MAY VARY. C]8 T` POOL ELEV, A `\ 3.FOR FABRICATION DRAWHOS NTH DETAU 70 STRUCTURE DIMENSIONS AND WEIGHTS, O � � OIL BAFFLE SNORT �. ^ �� - '' �� PLEASE TACT YOUR OMIE04 CONSTRUCTION PRODUCTS REPRESENTATIVE 4.ALL WATER WAMTY STRUCTURES SHALL BE NI ACCIXRDANCE WTII ALL DESIGN DATA 7 I FLOW _ AND WORMATON CONTAINED IN THIS DRAWNC. Lu &=NATE ECCF MO CONE SE0110N ti 5.STRUCTURE SHALL MM AAWD HS20,ASSUMING EARTH COVER OF 0'-2',AND a GROUNDWATER ELEVATION AT,On BELOW,THE OUTLET PIPE INVERT ELEVATION. LL. -�-I 1'-9•[533J o f \ �A CFN OF COS CASTINGS SHALL I)M AASHTO M306 LOAD RATWC AND BE CAST WITH THE 3 STRUCTURE,SC REM CONTECH LOGO, ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER J NOTES AND SUMP OPENING _ ELEVATION. 11 - 1. ALL SECTIONS SHALT BE DESIGNED FOR KS-20 LOADING, SEPARATION SCREEN 4.I `y[ CH STRUCTURES- L 2. PROVIDE'Y fOtOCi0VT5 FOR PUTS WTH 2'MAX CLEARANCE TO OUTSIDE OF P MORTAR TOP SLAB ACCESS- f ALL PIPE CONNECTIONS. 3. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PAYO MED (SEE FRAME AND COVER 1. ANY SUB-BASE,BAC(FI L DEPTH,AND/OR ANTI--FLOTATION PROVISIONS ARE BUTYL RUBBER. PVC HYDRAULIC SHEAR a.,. . PVC HYDRAULIC SHEAR DETAIL) SITE-SPECIFIC DESIGN COHS➢OERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF 4. CATCH BASIN FRAME AND GRATE SHALL BE SET IN FULL MORTAR RED. ADJUST TO GRADE PLATE RECORD, WITH CLAY BRICK AND MORTAR((2 BRICK COURSES TYPICALLY,5 BRICK COURSES MA)OMUM}, _ fi0•Lb.MANHOLE 2 CONIIRAC30R r0 PROVIDE E0U9'0.DHT WITH SUf'FHCiE1NT LUTWO ANO REACH CAPACITY Z FRAME AND GRATE TO NM TOWN STANDARDS V./65.�� STRUCTURE TO LIFT AND SET THE CASCADE SEPARATOR MANHOLE STRUCTURE. O 5. How SHALL BE'THE ELIMINATOR' - SOLIDS STORAG: NAX 3•ASSEMBLE CC C�TO NSTTA.LL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND � OE.R FLOATING DEBRIS TRAP AS MANUFACTURED BY GROUND WATER RESCUE,INC.,(OR SUMP - V"W_6'COMPACTED 4.CONTRACTOR TO PROVIDE,INSTALL,AND GROUT PIPES. MATCH PFE INVERTS WTH APPROVED EQUAL). ELEVATION A-A CRUUSHED STONE ELEVATIONS SHOWN. 5 (NOT TO SCALE) PLAN VIEW B-B 5.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT 15 WATER Mr, CANH l HOLDING WATER TO FiOWRNE INVERT MIMMUII. IT IS SUGGESTED THAT ALL JOINTS o CONTECH COS-.2Q2O-5-•C (NOT TO SCALE) B¢OW PIPE INVERTS ARE GROUTED. V) z-�-- NOT TO SCALE CDS-3 7.SEE DRAINAGE PIPE SCHEDULE ON SHEET 7 OF 18 FOR PIPE INVERTS. O�] Nor TO SCALE U V 0 THE MORIN-CAMERON GROUP,INC. 2021 PROJ.0454 ',. It HOPE ALL DRAIN MNNIOLE COVERS SHALL BE a ALL DRAIN MANHOLE COVERS SHALL BE r COVER 8:FRAME ASSEMBLY. TO DUH-•3 RISER PIP£TO RE RIM USEWEIXNYALEFFT T6 E�W Y• INSTALLED TO CONFORM VAIN PITCH OF 115E ECIAtfAI.ENT TO EJW CONTROL �PPE . FTEV=17Q05 RHSTAUID TO COtSC4tM WTH PITCH OF ROADWAY AND FLUSH WIN.ROAD SURFACE SECURED TO WALL OF ROADWAY AND FLUSH WTH ROW SURFACE MODEL N0.Y1416/YI600-2 1[ODEL N0.YI436/V7606-2 pETM_THIS SREEF} CHAMBER WTH STAINLESS CHAY Bm COURSES - CLAY BBHCK COURSES _ - SR WTAPS AND BOLTS T�OF TO FINISHED MADE TO FINISHED GRADE - BLV OUT=f83.00 pUMBEA n 150,67 AS REC4IREO. PROP \ ,..< (AS ED MED) PROPOSED FINISH GRADE ( ) PROPOSED FINISH GRADE r ELEV=168.50 t2'OVEG10Yi - - - \ O Xt PoISER PIPE _ a ...:........ � . 0=6, 48' TOP OF BATTLE 2i• PRECAST FIATOPRECW FIAT TOPR CONE SECTION 24'OIA OR COOTIE SECTION ACCESS?�TYCOL, F! y\ � t v F"L 4.. O d, PRUCAST PRECAST . a 4'CkIFI .a 10'W%6'H ORIFICE R6lGG SEC. RING SECTION 8'%8'X287'RETAIN 1T CHAMBERS i 5 \\ �.• 3� n - 'BN=457,50 46'- TOP OF BAFFLE o - () / \ 1 `3 ..q. [56.80 c PRECAST CONCRETE 9 2'T�BOTTOM OF ST0.YE 12�50MANHOL ELEY a]6b.40 "b PRECAST CONCRETE 1 a 3'CFMICE w CWORE SHALL - `nH MANHOLE SA-I- BOTTOM OF CHAMBERS=[67.00 s• a �� a m CUHFORL TO AM .'a ''.. ROOF OF CHAMBERS-165W0 5 1 ac Iz'OUTLET .- d INV=356.50 ,. V BAFFLE WALL °' i 8' OPo4 C AS1M \\ N SPEC.N0.C 3'CHOICE - TOP OF CHAMBERS r T65.67 1 5 INY=156-CO8' 478-82A. INY a 1bS70 476-82A y6g 5 1 :•••• [� '✓0 6'BAFFLE WALL ' O _ 3'ONF'ICE an d 165.OD " a�' 67 SAT RE WALL 5 e PRECAST RING - 6' 2'BLIND TEE OUTLET VATH OORFICE 6' DRAIN PIPE d .�•. OPEMO FOR 6' SECTION%m 6' PRECAST tIFIC ORELED IN CAPPED ETA _ SECTION WITH OPENING FOR a SECTION A-A' ,� DRAIN PIPE UM RIP-RAP WTH A d50 n "• OF 6'SHALL BE PACED TO A � E DE ^' _ 3'ORIFICE - DEPTH 72'ON PLACED BOTTOMOUTLET CONTROL 74 (INFILTRATION SYSTEM E5) (IS-5). Q INV-16250 If ADS H161 IN 1 ADS H_t� OF AL DST HERS 12'ADS H-12 IN 12'ADS N-12 OUT (Nor TO SCALE) MY=765.50 - WV-IM40 (FROM DS-1) (TO DM H-3)-.ziSOW EXTERIOR WALLS E,(FROM IS-4) (TO DS--1) - ' (HO]'EREORAT1gH5) y NO 6'COMPRCI® • - . 6'BAFFLE WALL 6'COMPACTED fNOTE a-RAP WITH A 60 �� ffil}SHfO OF 6"SHALL BE PLACED TO A STONE BASE YYCPE(SEE ARCHITECTURAL RCORA1N COLLECT B'X8'X2.67'RETAIN O CHAMBERS pFF'1H OP 12'ON 7HE BOTT0M1 48' STONE BASE SEC110N A-b' a, PLANS FOR PERFORAT{D(20}2'TALL UNITS OF ALL INLET GHAMM - - COLLECHOH PIPE DETAILS}.,4Ff BOTTOM O,STCHE=165.50.BOTTOM OF CHHAMBERStMOO OUTT F CONTROL 5 UCTURE I(OCS Tz' {ADS N-1z� E CO STRUCTURE 2 005- HOOF OF.CHAMBERS=WILD) CUTLET TO OCs- DETENTION SYSTEM t - - - INFILTRATION SYSTEM 3 IS- DETAI TOP DP CHAMBERS A 168,67 (INFILTRATION SYSTEM #4) { ) - ! NOT TO SCALE HOT TO SCALE SCALE;1'=1O' a LIMIT OF 12'1110E SIDE STONE - ! (1,460 SF FOOTPRINT) tV HOPE CUTLET 10 DM H-1 PROP.PLANTED DRNNAGE ISLAND o W OUT=1571,25 UOTTIXN ELEY:1b7.0 PROP-MIND CATCH BASIN R / - I PROP.MIW CATCH RASH iflP ElEIf.=168t (W-41 O I SIDE STONE >T'%6'X3.67'RETAIN IT CHAMBERS - PROP.T2'CUTLET CONTROL PIPE {W-3) (ll5E W3L-LN2A6Rm TOPSOIL ANDA RN=l 7.35 s z r Y -I FOR 24 I P (6)3 T OTTtN1�OF/STONE 55.50 / I k (SEE DETAIL»THIS SHEET) PoM=767.35 tNSPECTIOH PPoOR TO INSTALLATION) ----- - I BOTTOM OF CHHATBERS-156.00 / / / t =o r ROOF OF CHAMBERS=159.00 I / ACCESS TOP OF CHAMBERS=159,67 MANHOLE 16g 167 V Ib7 11 g 4 -- y �< `1 SOUO EXTERIOR WALLS - r-""'""' (NO PERFORATIONS) T67.6 1 i67.6 - 40' I I I I 1 ML,RAP-RAP WISH A d50 I ( AO(gu I OF 6'SHALL BE PLACED TO A /^� PROP.CURB CVT WITH C4iNHfTE ! ! FEE A O I MANHOLE 1 ! DEPTH OF if ON THE ROTTOM / \ HSTIONS EACH SIDE{TYP.) ti r1 I n I I N OF ALL DIET CHAMBERS ' \ 8'PVC ! J3•PLC c 12 CUTLET I F - I f PROPOSED LNPERIIEABLE uEMBRANE (SCR-35) {SCR-35] TO + ACCESS MANHOLE 10'PVC ROOF DRAIN I 1 (40 mT HOPE OR APPROVED EQUAL) WXB'%4.17'RETAIN IT CHAMBERS A 62 r y (TIP.OF 3) EAIO ON CNAAfBERS PER (6.0}4.O'TALL UNTS - DIVIOUT=18250 1 I Ib'" I -� MANUFACTURER'S SPEC7FICATIOHS r SSUUBCRAOE ETE4.=16250 - BOTTOM or CHAMBERS=M-50 N HIV PW. ! ° - I i f ROOF OF CHAMBERS=166.50 e ! RCAF flRA.81 - ! I INFILTRATION S 5 ACCESS MANHOLE TOP Cf CHAMBERS=167.17 ! y r - .� (TYP.OF 5) 114V!IN-16COO ! INV.IN-164.00 I f w '-. ROGFo�RAIN L S S S- DE eHnuDsl 2,. �; !?\ i (IS-5) DET I� B'Pvc L -------- ---- - SCATELF_1'=10' .D SCALE: V,10• ( ' 35) RISER PIPE TO BE TOP of RISER PIPE TO BE TOP OF 1Y HOPE RISER PIPE TO r ! - SECURED TO WALL OF CHAMBER=166.17 SECURED TO WALL OF - CHAMBER 16667 BE SECURED TO WALL OF TOP OF I j i z CHAMBER WTH CHAMBER WITH STAINLESS -,:,:: -.::_ 12'OVERFLOW CHAMBER WITH STAMM CHAMBER Ib5.67 \ STRAPS AND BIX.IS j STAINLESS STRAPS AND -- a INY o"185.75 STRAPS AHO BOLTS .. -- - i \ I -- -: .' - 12'OVERFLOW - .. - '' -1E8----.- BDL15 INV-164.OW \ 12`HOPE RISER PIPE a.. a PHY=165. 12'HOPE RISER PIPE NY 1ICEE 50 BOOM CONCREEEL=T�628.550 1FHV a 164.8 \\ (OFFSET OIZ6ICE HOLES a 6'ORIFICE 3'OR410E 12'X12'BLIND TEE: II \ TO PRONOE 6'MRL - INI=163.85 _ i n \ a BHV=t$125 WT1J:T WTri ORIFICE ` a 3'ORIFICE ]6 \ G., SPACING) I 1 3'ORNICE DRILLED IN CAPPED z\ PP 6'OR610E 12'%12`BLIND TEE IrX12'BLIND TEE INV=763.35 CUTLET WTH OFGfiCE _ INY=16250 12 CUTLET UIV=183.50 / I \ CUTLET 69Td ORIFICE Oldl-lfA IN CAPPED EHO _ ::- 3'ORFICE �, I _ laJ CL a DRILLED IN CAPPED ENO _. 4.ORIFICE i- INV=161.75 a ': INV=1625G 12'OUIIET INY-Ifi1.OD) 5: - a Ait Cu T BOTTOM CHAMBER 01) PLACE CONCRETE _ (> o a O BLOCK UNDER PH'E TO If HOPE RASE 6'OFF BOTTCN FROM OCS-2 NOTE:.ALL RETNN-TT SYSTEMS SHALL HAVE L! m Z � OUTLET CONTROL PIPE DETAIL KV IN-164.95 DETENTION S TEM (DS�1 DE ) p- OUTLET CONTROL PIPE DETAIL OUTLET CONTROL PIPE DETAIL '-10' TPII. soup EXTERIOR Ri N WALLS N STEM 17AT1DN5 z. o (INFILTRATION SYSTEM #I) (IS-1) (INFILTRATION SYSTEM #2) (IS-2) (INFILTRATION SYSTEM #3) (I5-3) SCALE t`=tO' EXCEPT FOR INFILTRATION SYSTEM �4 La HY m (HOT TO SCALE) (NOT TO SCALE) F_ 0 {HOE TO SCALE} - .PROP.t2'OUTLET ODNTROL PIPE SOW EXTERIOR WALLS � Z M�7 O BxHYX61Y RETAIN 1T CHAMBERS 8xs'%5C7 RETAIN IT CHAMBERS 8'INSPECTION PORT OVER OUTLFr ( } Q B j.I TALL UlBTIT WR B SIDE STONE PROP,AREA DRAIN PROP.AREA DRAW PIPE(CAST IRON COVER IN PAW) {SEE DETAi-THIS SHEET) NO PITRFORATroNS) 1 SS U BOTTOM OF STONE=161.50 {W-8) (AD_7) (11)5'TAIL UNITS W/NO SUE STONE / EDGE OF SO.WAIX _ F-- Le.I PROP.AREA DRAM BOTTCW aF CHAMBERS=i6200 RW=167.40t RAL=167.40t BOT70M CF STONE=16Q50 FDCE OF PATK) Q r ROOF OF CHAMBERS-155.50 ROOF CF CHAMBERS BOTTOM Of CHAMBERSa 166-00 / LL- (n RB[=kb7,4t .6'PVC(SCR-35} TOP OF CHAMBERS=166.17 _ 6\PVC{SCR-35) 'ram- 6'PVC,(SOH-35) TOP OF CHAMBF.FLS=k66.b7 / 32. / J rr - \yC3•� f PROP.if OUTLET 10 WE INLET ! � ACC I PIPE(SEE ITN IN=HS250 I 7 MANHOLE f 168 �' DETAA.-THIS SHEET) CONTROL •e - _ _ f f _ _ ACCESS MANHOLE -Z -163-- - A \6�' y6y-- ® led / a AARE LANDSCAPE WAlI p> B'ROOF DRAINS \ PROP. WALL 12'HOPE INSET • INV N=164.00 ............. \ ACCESS • I STORMCEPTOR 4501 f Q FROM CH-2 ; }"" ............. ... SOLID EXTERIOR WALLS \t V, MANHOLE 1 (CO-3) KY IN=16208 -'� - �'- `' (NO PERFORATIONS) I'ROOF DRNR 1Y HOPE TO 12'HDPE TO DMH-3 RM,RP-RAP MITI A e90 OF 6'SHALL INFILTRATION SYSTEM y1 (IS-1) p IAL DIY INa164.00 KV GRIT=16200 CM-2 INFILMATIONg 2 _ DE INV WT=761.OD 0 U- BE PLACED 10 A DEPTH OF If ON THE A - RH SCALE: k'=fO' BOTTOM DF ALL INLET C14 MBERS SCALE:1'=10' . PR01 I3454 ®THE MORW-CAMERON GROUP,INC.1021 i 036"O.D. OPEN OPEN w O � t ., D- � o�dg� fl O <, tLLLLLLl�1 € PLAN VIEW - - hT y • * Z i` W D W WINDOW ,: Od 24"DIA CAST IRON FRAME SET INTO TOP SLAB WITH SHALLOW PROFILE - .2 OPEN OPEN ���� DOME-STYLE CRATE - WINDOW �-!O d tW1og0r DIA - - 'MULTI ROW CENTER'. SINGLE ROW CENTER uW APART �, - - + 6' d' T 0• T S',2',OR 3' r,0. 2'-6' RISER _ rTs SECnBAR n 7• 4 e OPEN f PERFIgo Q k SHEA PFRP a o p W 1F^^ ° ° WALL LL 2'0" 2'-6• y-0• z M.. w SUMP O SH EA BASE (L 1° tL ° 4. OPEN PERF wlNDow SECTION VIEW - SECTION VIEW - MOLTI ROW PERIMETER. SINGLE IROW ENO ALL MINI CATCH BASINS SHALL BE EQUIPPED 6. 7' WITH 4 FOOT SUMPS AND HOODED OUTLETS g ro z m En ' .. y- SYSTEM 1 HEIGHT NOTES: PERF 15-1 4'-0" R o 3 ad n - , a � ' 1,CONCRETE: 5.000 P$$MINIMUM AFTER 28 DAYS. SECTIONS m NO WEIGHT IS-2 S-6" PERF '-O'MSER MC-MC8I2RH 4401 Z M' [5--3 2'-6" ° WALL. 2. DESIGNED FOR AASHTO HS-20 LDAOINC, 1-5 FEET COVER- W fY_ 2'-0'RISER MC-MO824RH 860 iy', 3'-0' 4SEft MC-MCB36RH 1320 Tn Q 0_`' 1s-4 - 2'-0"BASE MG-MC624SH 1178 15 2'-D'BARB MOO MCB24BSH 8B0 -5 3•_G• 38' MC-MCB36CH 685 OS-I OPEN ,..I. 15=•WFILTRATION SYSTEL z Os=OEIENT"SYSTEM o MULTf ROW CORNER MINI MANHOLEICATCH BASIN NOT TO SCALE } W PERF i 0° WALL - NIRRE SYSTEM row NR{°s�A ATTENVATKtI ° ° a ° ° V) - wnn cEaTEsruF FAanlwlr.�wua: VARIES n aIa ° J I MET � PEkP PERE PERF PEA PEFF PET,FF PERF M WAIL O I"" 1A.1 Q PF.RP PFT6 P9iF f41S z PBiP PEA ICJ.. iv c rrroc�He"u a sv PERF 30'ACCESS &5' 6.6•hP. 6'-11' ovn.Er ca s �Tlsrj WALL OPENING MP) Q N Q SAMPLE pU•N ME\H 6 cn TVPirxrxsr ma°I Ld srsw,°�ew�Tt PERF 7 U �.. .. '.i ro rrwos Ptrelsri mews °0° WALL W �Z TYP �— • ° a (D V)fm 6ref1. �' IMET PERF > ¢ C.)6' d.5' 65" • 6. 8.- - �arovE .. ... WALL aJ .1 pm S� PEHFd1ATE9 VfALL •� B E CEOIE]ITOEF C fl0.YE I ` ( uj TYPlM 4'UNIT DIMENSIONS SAMPLE CROSS SEC31ONIr�nwwUcFcn°an sPse,elcATwNaI Q ' H J ve PERLORAl10N5 YF'DP n ( 1 NOTE: ALL RETAIN-IT SYSTEMS SHALL HAVE $. ,w:•.: ff SOLID EXTERIOR WALLS (NO PERFORATIONS) EXCEPT FOR INFILTRATION SYSTEM 14 ........ kid I ! TAPER ^' 65. U S � •i d ivPJCAL?UNrrnlMEN8CWS RETAIN—IT CHAMBER TYPICAL DETAILS r NOT TO SCA£ U U PRM 13454 0 THE MOR1N-CAMERDN GROUP,INC.2021 - I E I 3 3