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HomeMy WebLinkAbout2020-02-25 Site Dev Plans 1/31/20-Redline Edits LAWRENGE SCHEDULE OF PLAN SET DRAWNGS MUNICIPAL LOCUS (/ AIRPORT _ MULTIFAMILY SITE C.1 COVER SHEET C.2 EXISTING CONDITIONS PLANC.3 SITE REPARATION I C,4 SITE LAYOUTT PLAN PLAN p PLANS DEVELOPMENT C,5 GRADING & DRAINAGE PLAN �.+ U+ q1I r N -Z CHAOVAgC sT C.6 UTILITY PLAN C.7 SOIL TEST PIT LOGS PLAN - C,8 CONSTRUCTION DETAILS I ��le 505 SUTTON STREET C.9 CONSTRUCTION DETAILS it V & , C,10 CONSTRUCTION DETAILS Milo .� (ASSESSORS MAP 74, LOTS 23, 24 &54) 0.11 CONSTRUCTION pETAILS VI Q N s FOLIOS TERR CONSTRUCTION DETAILS V Z.� NORTH ANDOVER MASSACHUSETTS C,12 —�� ? C 13 NST UCTION DETAILS IV p J � scALf: 1'a 50Y REFERENCE: HTiP; \MAPSMASSGISSTATEUA.119 1 L1,2 SITE LIGHTING PLAN ° SUTTON STREET OLIDUC61'P1lDE3 PA.05 EXTERIOR ELEVATIONS BUILDING 1 PA.06 EXTERIOR ELEVATIONS BUILDING 1v�En; CONSTRUCTION SEQUENCE:_ PB.06 EXTERIOR ELEVATIONS BUILDING 2 fax TO PREVENT EXCESSIVE EROSION AND SILTING,THE FOLLOWING CORSTRUCTION SEQUENCE COUPLED WITH OTHER [ APPLICANT: PB,07 EXTERIOR ELEVATIONS BUILDING 2 ��gfil9 WIDELY ACCEPTED PRINgPALS FOR REDUCING EROSION TIRO SNIMETITATION SHALL BE IMPLEMENTED IN THE �- SUTTON STREET REOEVaCIPMENT,LLC PC,06 EXTERIOR ELEVATIONS BUILDING 3 ' DEVELOPMENT OF THE SITE 231 SUTTON STREET n �l i/� �+ Zrno�e 4 1. THE CONTRACTOR SHALL COORDINATE A PRE-CONSIRUGTIq`N MEETING AT LEAST 48 HOURS PRIOR TO ANY (By Q1l) 1 BUILDING 1 NORTH ANDOVER,MA 01845 PC•07 EXTERIOR ELEVATIONS BUILDING `J CONSTRUCTION ACTIVTY NTH THE OMER (OWNFA'S REPRESENTATIVE), PLANNING DEPARTMENT p 2. STABILIZATION FRAC11YE RLPRESMIA71W AND CES OFOR EROSION W RAI�AND SEDIEMEENT�COHTHOL ENT SHALL BE INSTALLED PRIOR TO I BUILDING ARCHITECT'. . COUMENCM CONSTRUCTION ACTIVITIES. PLACE EROSION CONTROLS AT LOCATIONS INDICATED CH THE SITE 1 DEVELOPMENT PLANS 1 R.A.SCHAEFER&D.M.Miff.ARCHTEC15 I CONSTRUCT STABILIZED CONSTRUCTION ENTRANCES AT THE LOCATIONS NOTED. y P.D.BOX 447 4. ALL CATCH BASINS SHALL BE PROTECTED WITH SILT SACK SEDIMENT TRAPS. 112 ELM STREET S. IN PREPARD4O TO REMOVE PAVEMENT AND MATERIALS FROM THE WORK AREA ON THE SITE, CAREFUL GOFFSTOWN,HH 03045 r5 IS, CONSIDERATION SHOULD BE MADE TO THE EXTENT OF DISTURBANCE 50 AS NOT 10 DIS,URB MORE OF THE 1 N PHONE:603-497-TOGS SITE THAN WHAT IS INTENDED TO OF IMUMATELY DEVELOPED AND RE-STABILIZED. ��pl �i � •' 6. DUE TO LIMITED SPACE AVAILABLE ON THE PREMISE,LOAM AND SOU.EXCAVATED FROM THE WORK AREA SHALL BE HAILED FROM THE PROPERTY AND STOCK PILED AT A LOCATION TO BE DETERMINED BY THE E......�I � CIVIL ENaNEFR AND �}RVcYCR: SITE CONTRACTOR. IF MATERIALS ARE STOCKPILED ON THE SITE WHERE THEY WALL NOT INTERFERE WITH CONSTRUCTION ACTIVITIES,THEY SHALL BE LOCATED SO AS TO MINIMIZE THE POTENTIAL FOR EROSION INTO = THE MORIN-CAMERON GROUP,INC. ' EXISTING DRAINAGE INFRASTRIJI STOCKPILES SHALL BE STABILIZED WTH MULCH SOCK,%T FENCBNO T�,�� 58 E11L STREET OR EQUIVALENT, STOCKPILES LEFT FOR GREATER THAN 14 DAYS SHALL BE SEEDED WITH AN EROSION CONTROL MOL NO STOCKPILES SHALL BE PLACED FR WITHIN THE IOY BUFFER ZONE TO THE OFFSITE WERANO. PHONE. 978 OAN47'R5,MA OI923 01923 88 7. REMOVAL OF ALL DEBRIS OR MATERIAL OM THE WORK AREA SHALL BE DISPOSED OF IN ACCORDANCE ^l WITH FEDERAL, STATE, AND LOCAL REGULATIONS UNDER THE OVERSIGHT OF A LICENSED SITE i �2 m PROI:S:sONAL{LIPS. CURRENT OWNERSHIP: a �, ! 8, REMOVAL OF STING UTILITIES TO BE CUT AND CAPPED, AHD COORDINATED WITH APPROPRIATE w SUTTON STREET REDEVELOPMENT,LLC I I UTILITY COMPANIES 0 505 SUTTON STREET DEED BOOK 25 25 ASSESSORS MAP 674 9,PACE 8 LOT 23&54 EROSION AND SEDIMENTATION CONTROL: m I SUTTON STREET REDEVELOPMENT,LLC rr WIDELY ACCEPTED PRACTICES FOR REDUCING EROSION AND SEDIMENTATION WILL BE EMPLOYED IN THE 477 SUT1ON STREET Y3 — bDEVELOPMENT OF 7H15 SITE. REFER TO THE CONSTRUCTION PERIOD POLLUTION PREVENTION PLAN FOR THE BUILDING 3 � DEED BOOK 15680,PACE 244 v, � PROJECT. ASSESSOR'S MAP 74 LOT 24 1. THE DEVELOPMENT OF THE SITE HAS BEEN PLANNED TO MATCH EXISTING TOPOGRAPHY AND GROUND � CURRENT ZONING DISTRICT: COVER. DUSTWO DRAINAGE PATTERNS OF THE SITE HAVE BEEN MADNTA14ED TO THE EXTENT PRACTICABLE. m z 2. STIFP SLOPES,WHERE FGWBLE,WILE NOT BE DISTURBED. I /' '•� ry ` BUSINESS II 3. THE CONTRACTOR SHALL MINIMIZE THE AREA OF DISTURBED LAND TO THE EXTENT FEASIBLE 4. SEDIMENT CONTROL MEASURES WILL BE APPLIED TO CONTROL ANY SEDIMENTS THAT MAY 13€PRODUCED AS j DATM g HEREON ARE BASED ON NAVDB& A RESULT OF SITE CONSTRUCTION ACTIVIM& EROSION AND DEPOSITION OF SEDIMENT WILL BE CLOSELY MONITORED DURINO CONSTRUCTION. ABBREVIATIONS:. LEGEND 5. TEMPORARY EROSION CONTROL MEASURES WILL INCLUDE, BUT NOT Et LIMITED 10. FILTER FABRIC SILT z -- FENCES,SEEDING AND MLLILCHIHO,SEEDED FILTER STRIPS AND SILT SACKS IN CATCH BASINS(EXISDNG AND EXITING PROPOSED NEWLY INSTALLED), AC ACRES q,Hg 0, TOPSOIL STRIPPED FROM THE SITE WILL BE STOCKPILED FOR LOADING AND SEEDING AT LATER AD AREA DRWN RPPflOK APPROXIMATE -�'— - -�—�_ n d o- - PICKET FENCE GENERALLY ON STAGES. TIE STOCKPILES SHALL BE LOCATED 50 AS TO ACT AS TEMPORARY DIVLRSlONS, riiiurruuaaiuriaiiiiiudiiiiii r .�v�vz+rw GENERALLY ON AN UPHILL SLOPE S BOW BOTTOM OF WALL BUILDING (n U CB CATCH RESIN PARKING SIWPING Z ' 7. SITE DEVELOPMENT WILL NOT COMMENCE UNTIL ALL TEMPORARY EIiO51ON COFN7RO1 MEASURES ARE IN RR�+'J PLAN CDS CONNECT HYDRODYNAMIC BEEN ESTABLISHEO�GURES SHALL BE EMPLOYED UNTIL FINAL FAV94O AND ADEQUATE VEGETATION HAS /PUBLIC I 1) SCALE L'=GO' SEPARATOR SIDEWALK a THE CO4STRUGTION PHASE MUST COMPLY WITH THE ENVIRONMENTAL PROIEIION AGENCY(EPA)NATIONAL DF WALL COM CONCREM�ANHOLE SNOW STORAGE AREA � POLLUTANT DISCHARGE ELIMINATION SYSTEM PROTOCOLS AN EPA NOTICE OF INTENT WALL BE FILLED G 30 60 120 OOR MULL HOLE � � � � PROPERTY LINE Z � OUT AT LEAST 2 WEEKS PRIOR TO THE START OF CONSTRUCTION. „ n =3 2 9, NOTIFY THE TOWN OF NORTH ANDOVER AT FEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION. W GENERAL UTILITY NOTES; SITE PREPRRATION NOTES: Ds DOUBLE SERVICE CONCRETE M 5fQBM MANAGEMENT SYSTEM NOTES: DILL DOUBLE SELVEM LANE LIRE H K I K CHAIN LINK FENCE U N � I. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR VA ELEVATION OF EXISTING UTBLRfB AND 1. ALL MATERIALS REMOVED FROM THE PREMISES SHALL DE EP EDGE TI PAVEMENT --- (� Q L 9TORMWATER CONVEYANCE PIPES SHALL BE HOPE(SDR-351 PIPE UNLESS NOTED OTHERYISE. STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF VAR UTILITY CMPANIES AND WHERE DONE 50 IN ACCORDANCE WITH APPLICABLE LOCAL., �' NANO --182-------- 162 CONTOUR 0 (n N 2. BACRTILL SHALL RE COMPACIEO TO 95%MAXIMUM DRY DENSITY BY AASHTO T-1800 METHOD. POSSBL.E,MEASUREMENTS TAKEN IN THE FIELD, THIS INFORMATION is NOT TO BE RETIED UPON AS BEING MOT OR STATE AND FEDERAL REGULATIONS FOR RULING AND E7LIST, EXISTING —U O o o DRAIN PfPE Q In (y 3. SHEETING,IF USED,SHALL BE REMOVED PRIOR TO BACKFILUNO TRENCH. COMPLETE, THE LOCATION OF ALL UNOFRCROU4D UTILITIES AND STRUCTURES SHALL 13E VERUIED IN THE FIELD BY DISPOSAL_ ' —5 5— —5 5— SEWER PIPE ¢ 4, UNSUITABLE 50L i"Y,ORCAIRG%DEBRIS,ETC)BELOW THE INVERT SHALL BE REMOVED AND REPLACED THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST CONTACT THE APPROPRIATE y COORDINATE ANY UTILITY DIS-CONNECTIONS WITH FIND FOUNDATION OAS LINE Z o 8 WITH APPROVED M 1ERSAL AND SHALL NOT BE USED AS SACKFUL UTILITY COMPANY, ANY GOVERNING PERMITTING AUTHORITY AND 'CIOSAEE' AT LEAST 72 HOURS PRIOR TO ANY ApppOpRiAIE SFAVII;E PROVIDERS FS FIRE SERVICE O 5 LROOF DROCATIONS S S THE E DIRE ARCHITECT AND AINAGEAPE ARCHITECT. LOCATIONS SHOWN. COOILDBNATE VAUDNCEXCAVAROF ON ANY UTIUi1E5 INTERFERING TH 10 RECUST EXACT FIELD E PROPOSED CONSTRUCTION AND APPROPPLA REMEDATION OF UTILITIES AND THE ENGINEER SHALL BE NIAL ACTION 3. AOTIFIEG INLL TTREES TO REMAIN SHALL BE PROTECTED FROM VA CROSS OF LL�AREA FLOOR —w w— —w W— WATER PPE SHALL BE TAKEN BEFORE PROCEEDING PATH THE WORK 1Y SNAIL BE THE RESPONSIBILITY OF THE CONTRACTOR TO WITHRCONST ROOT B AL FOOTPIVITIMRINT, AVD.D HEAVY MACHINERY (r, OAS CATS "T 7""— UNDERGROUND LINE V-j 'I W7THIN ROOT BAIL FOOIPPoNT. U) RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLAN. HVAC HEATTNG�/yELNTLATION/AIR 10> LICE PROPOSED LIGHT ELDC7RIC 4. COORDINATE 157TL LOIN Of NORTH AN9OYER WATER CONDIN6NIFNG c� � PROPOSED L1GN7 fn ©LA � ® 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ES7ABLISHIETO AND MA!NTAINUNG ALL CONTROL POINTS AND AND SEWER DIMON. HYD FIRE HYDRANT CATCH DARN ULNOIMARKS NECESSARY FOR THE WORK. INV. INVERT OUTLET CONTROL STRUCTURE )..-J Tn SEWER NOTES: LP LIGHT POLE O GENERAL NOTE: -HOES- MIILO MASS HI LAYOUT O DRAW MANHOLE O 1. A MINIMUM OF 10 FEET CLEAR HORIZONTALLY SHALL BE MAINTAINED BEIWEfN SANITARY SEWER PIPES AND N/F NOW OR FORMERLY AREA DRAIN uz WATER PIPES, WHENEVER CMIV014S PREVENT A LATERAL SEPARATION OF 10 FEET TO A WATER PIPE, # THESE PUMNS ARE PREPARED FOR OUR CR fENFS USE ONLY FOR THE SpECIFfC PURPOSE DF OBTAINING PERMITS AND 1, WATER SFRI4CE CONNECTIONS SHALL HAVE A MIN.5'OF N,S,E,W NORTH SOUTH EAST WEST CONTECH COS UNIT v r- RTE WATER PIPE SHALL BE 5�EZEB FOR A DISTANCE OF A7 LEAST IO'ON EACH SIDE, LOCAL APPROVALS, AND ARE NOT TO BE USED OR REIJEO UPON AS A CONSTRUCTION DOCUMENT OR ANY OTHER COVER TO PREVENT FREUiNG. S OUP T CONTROL STRUCTURE ® SEWER MANHOLE J USE BY OTHERS MNRIDUT THE WRITTEN CONSENT OF THE MORIN-CAMTRON C,RCUP,3NC. 2. WATER SERVICE CONNFOROINS SHALL BE CCORDIHATFO � 2. ALL GRAVITY SEINER PIPE SHALL BE POLYVINYL CHLORIDE(PVC)STIR-35 UNLESS OTHERWISE NOTED, 21 THE LASTING CONDITION DEPICTED HEREON IS HIE RESULT OF AN ON-THE-GROUND INSTRUMENT SURVEY YAW THE NORTH ANDOVER WATER AND SEWER PROP. PROPOSED , SIGN 3. WHERE SANITARY SLIVERS CROSS WATER SERVICES, THE SEWER SHALL BE LAID AT SUCH AN ELEVATION RCP REINFORCED CONCRETE PIPE PERFORMED IN ACCORDANCE WITH 25D CMR STANDARDS BY THE MORN-CAMERON GROUP,ITC,BETWEEN APRIL 2016 DEPARTMENT. PROVIDE 48 HOURS ADVANCE NOTICE TO x156.8 tlBS.S SPOT GRADE THAT THE CRO'INN OF THE SEWER IS AT LEAST iB INCHES BELOW THE INVERT OF THE WATER PIPE. IF THE AND TINE S1 R 261& SCHEDULE E TEMPORARY IR AR RET. RETAINING 7DHING DISTRICT BOUNDARY 3. OR PUBLIC STHUC7VRES SHO'AN HEREON HERE LOCATED BY A REFlECTORI-E55 iCTAL STATION FROM THE PREMISES 3, CONSTRU TIN WITH ARY HYDRANT NORTH Al CONNlECROFRS DURING SB STONE QUAR FEET i . � � ICI m ELEVATION OF THE SEIVEk CANNOT BE VARIED TO MEET TF95 REOUIRFA:IEHY,THE WRIER PIPE SHELL BE OR PUBLIC WAY, CONSTRUCTION WITH NORTH APJDOVER WATER AND SF SQUARE FEET _,—,_,.,.,,—,� MILANO REIOCATEO 70 PROVIDE THIS SEPARATION OR CONSTRUCTED WITH MECHANICAL-JOINT PIPE FOR A SEWER DEPARTMENT. SUN SEWER MANHOE ,, 25'NO DISTURBANCE ZONE DISTANCE OF 10 FEET ON EACH SIDE OF THE SEWM ONE FULL LENGTH OF WAIER PIPE SHALL BE 1NETLAND NOTE: " CENTERED OVER THE SEWER SO THAT BOTH JOINTS WALL BE AS FAR FROM THE SEWER AS POSSIBLE SSA SNOW STORAGE AREA — — VMENEVIR IT IS IUPOSSIBLE TO OBTAIN VERTICAL SEPARATION AS STIPULAIED ABOVE,BOTH IRE WATER TREE NOTE: SA11 SINGLE WHITE LANE LINE 10'NO-BUILDUFFER ZONE TBM TEMPORARY BENCH MARK WA:HRON BUFFER ZONES ILLUSTRATED HEREON WERE APPROXIMATED APPROVED OED OR IRINS OF OFFSITE WETLANDS BY EEC — ——— ,00'BUFFER ZONE 1aJ PIPE AND 111E SEWER PIPE SHALL BE ENCASED IN CONCRETE FOR A MINIMUM DISTANCE OF 10 FEET FROM 1D TRENCH DRAIN THE CROSSING POINT OF THE OTHER PIPE AS MEASURED NORMALLY FROM AM PONTS ALONG THE PIPE, ENVIRONMENTAL,INC.ON APRIL 42,2016 AND AUGUST 2,2O1N;AND APPROVED ORDER 9F RESOURCE AREA H. COORDINATE PRECONSIRUCTINNJ SITE WALK WITH TOWN TOW TOP OF WALL TREELM DETERMINATION ISSUED BY THE NORTH ANDOVER CONSERVATION COMMISSION ON OCTOBER 27,2016. OF NORTH ANDOVER STAFF 70 ASSESS THE EXISTING TIMN -EpND,yE MANHOLE r� V) 4. SANITARY SEWER LINES WITH LESS NOUN 4 FEET OF COVER SHALL.BE INSULATED TO PREVENT FMANG, TREES ON SRE TREES POLE SANITARY SEWER LINES WITH LESS THAN 5 FEET OF COVER SHALL BE DUCTILE IRO4 PIPE. FLOOD NOTE: TTYYP. mm � T1REE5 ,��, z 5, SLEEVE SEWER H'WITHIN 10 FEET OF SUBSURFACE DRAINAGE SYSTEMS THE SUBJECT PROPERTY IS LOCATED IN A ZONE K AREAS DETERMINED TO BE OUTSIDE THE 0.27E ANNUAL CHANCE ROOD UP UTILITY POLE INTERIOR LOT LINE l7� PLIJET AS ILLUSTRATED ON THE VA' WETLAlNO FLAG O r; FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO, 25OO900228F WHIg1 HAS ANEFFECTIVE DATE OF JULY 3,2012. WS WAIE SERVICE FOR PERMITTING ONLY " I 0 THE MORIN-CAMERON GROUP,INC.2O19 PROL¢3454 DH RIM 5158L35 ,7,t; $a ECSB fOlN10 W 4 FOUND WV. m 153.97 SNH (OISTUHBED SMfi N/F REM=158.73 IN DMH 1 EC58 fWNO RIM=161.Q3 ) RIM=16204 CITY OF I WREHCE INY,IN=156.47 REM=156.d8 (DISTURBED) DUN 2 o ' INV.IN{CB 4)=152.23 INY.8'CT 7154.48 INV.(2)4'PVC FORCE MAIN T 156.34 AIRPORT COMI.IISSION INV.OUT=156.05 u R{M=15254 z" 3 INV.IN=151.72 U INV.4'CI FORCE MAIN IN=155.20 /492 BUTTON STREET AIRPORT INV.IN((CB 5}}=152.2 d; O INV,WT=k55.19 NAP 73 PARCEL I ENTRANCE -ITI._OUi_=152.23 n, INV.IN{DMH 4)5,79 5 _ CB UP�1g�---- --� -- v�- INV.IN(a)==1457 N RIM-156.83 ' ~ �" "' 15,RCA INV. IN(6)=t45.79 ( -' INV-154.41 /S2 TINT, aEc�B 5 SUTTONSTftBE o = IHY.OUT=L45.64 a SllNP=l51.70 ' S \ \\ GC \ S 12' w Y yy �ii SUN ^ 11622 1429 12,PVC {VlJa13C•SYWISq 9 K�AJLBO '+ INAELBOX I DYLL RIM=157.97 MAILBOX lao.5 i S1618 \ - w ( I 5) O z o " 9dV=k48.66 - w nTw w oNw & 5 NE 24 - �_t8• 4 GG UP -102, 18" UP 1 01>" \�r r GG \ \ / '•�,: w a ^TNF r P NDUSIRIAL '-J 2°' I 24' � _ 20 U S� - l4 - 93 -- DMH Yss. OU �71A 126" J6' \ 48' $^!oi- 12" BONA IIDN UP l93- �� GRASS i y� 157.TK 93-,� \ \ EP GD 3� I GI DN FOUND IN INV.IN(a)=151.17 lag / f/ .1 \ I BOx U7tUTY PATCN Y~ I ( RIM-159.°4 z SB N NV,IN(5)=151.30 }5T, \ \0ti' // _ \1 ! \\ SIGN 1 INY,=156,49 INV.IN/OUT-149.80 ^y~ 10' / 174 l \ \\ \I I I 1yserts y3J P� .7'-..-- -r-� I l `i• 1sk i55.34 p1Y s°.ss 1 �fi^ / ._ EXVS(.2-FAM \ HVAO UNIT 154.hF]� �. • / / ^1p/ 1 L VI/F D'KWNG GAS 55.7 T 312 x 5 2 / // I {477 ��••,.••• + METER r 1 I I I k1a v 35.4'I -I PARCEL 24 �� I I HVA f ROOF PEAK r 1 ro 55J ( ti� AREA=25,052 SFf 1I GB x 29,T) ��' �`' ♦ I I\ (0,57 AU) / bxa UTILITY PATCH o I J l 1 RIM=€56.30 157.E y� 0 \ ` , PLANTING :b /� 1 INV-15€.94 7.44 \ / L� �� AREA "YE 1b.• / ? _ SUMP=151.50 a --�/ „ ROOF PEAK I OONC.PACE~ 1 a 120,0' 1� GROUND LIEU.=187.9'f o , f -i946 ELEt7=162.6'f q \ ( N/F S I ERICK LC)In Y m Q:T I CB 2 CB s/ MAHSDX I n y l \'6?. { �, SUTTON STREET � �-��58,�' tno'� BRICK BUIi01NC m d: RfN=159.53 1� LONC,RETA]NIHO E67.e 1 \ \ \ ¢• REDEVAOPMENT,LLC ,� PLAN}H€G + ! WALL u N \ \ ROOF PEAK N� #L5D5 SIMON STREET .'_° L BOW=152.78' ROOF PEAK lSB.26 \ BUTTON STREET ~1 OB 13569 PG 28 J k 1 I ROOF PEAK ELEV.=184.84 ELEV.=f65.9'3 b'"" RAM ACCESS '%� I 1 c / Q $ 8T b REDEVELOPMENT LLC NAP 13 PARCEL 23 RAM I HVAC ti-1 COLIC.PAD I I I ROOF PEAK 7: N/� \ \ J477 BUTTON STREET /ter/ m UNITS I SUTTON SIREN x \ \ x \ //\\ iv W k5660 PC 244 .p \ UTILITY PATCH I REDEVELOPMENT LLC 4iasa \ 1 I \ NAP 74 PAROEy 24 ^ 1 // PAVEMENT FlELD STONE& DOI SURREY DRIVE 1 i / ! I I 1 (/ 7J MORTAR €5680 P \ ' / 1 RETAINING WALL a5 1ko MAP 74 PARCEL 25.i ISaJ f2. m I l/ �� / I + I ri000 lEPS \ CS t I i 1 BOW=150.96' / REM=15&88 /� 1 I I 1 1, � $ -1 -----.- l WOODDECK 1 15.85' / / * TO� ��MGG"/ / 148.42' V \\ \� Inn 14 NOQF PEALS RACHEL D.SKERRY& �♦ 1SPIKER j N/F \�� \\ \\ `\rRA�S /& ao~ LL\ \ j5 11 BRANDON W,JAUE5 t JEIfY.=165.22.' SUTTON STREET \ \ 6� \ F I m t 1 1 N�- E- 4•p,� ECEY.a1622't #19 SURREY DRIVE REDEVELOPNENT,LLC \ rm \ \ u• O ENV.=15861:' DO 15098 PG 269 4 I GRASS _ \ \ \� J j \ g CHINA BLOSSOM y GROUND a / #0 SUTTON STREET \\ \ eQ \ \ 1 'ry 1)1 1 1,.f' REALTY TRUST MAP 74 PARCEL 24 / DB 13569 PC 28 - "�� \ \ l \ T I T ELEV.162.2'1 L` / MAP 74 PARCEL 54 \� ea, °s\ \\ \ \ \ \\ \ I I 1 I a94L6�OSGOOD S 1802 PG TREET =o ,} lie /�� -GRASS \tea? �\ \\ \ \ 1 \\ \\Tj NAP 74 PARCEL 3 H F b I 13 I STORAGE TRAILER p H H $ ~ z UP MAP 74, PARCELS \ \ \ \ \ 1j 1 O RIH=153.4 i� APPROTL LIMIT Of 100' \ 1 1 \I )If / C'S n k INV=153.45 N/F r^ / \ CHESTER A&COLLEEN �. BUFFER ZONE TO \ \ \ \ )+ III/ STORAGE SHED ROOF PEAK N,JACKSON `� // `��/ AREA-173,389E SF MST TE SSDIATFD ELEV.=190.1'3 125 SURREY DRIVE (3.98.+AC) VEGETATED WETLAND \ ! 7 \\ \ \I I # ! DO 14866 PC 24 r uJ 1 f \ 111}( ! CHAIN UNK •` �25 MAP 74 PARCEL 26 /�\ r /----' III IJ1,1 L FENCE z "• "� Y '� '� 012' HORSESHOE PISS/ f TOM III III I 18M Y TREE i €a"TREE �} 111 1 I laN {!� / APPRUMAT:LIMIT OF WATERSHED PROTECTOR DISTRICT - CROUI87� _14"MAPLE J \ f / SPIKE V'I Ij+ 1/ AS SHOYM ON THE"TORN Of NORTH ANDOVER ZONING LTEV.=164.]'t 12" 12'/ SPIKE \ ELEV 162.77 71 / / \ 1 1 ! I I MAP'9HD1 A PRINTED DATE OF SEPTEMBER 2017 90) V) RiM=159.47 N/F \ ELEV.-169.72 20, \\ _ \t2"1• CB 12' 18'r � T+11kIIE /s, I Ca DIM=459.20 05OAI J.SURREY DR N -.a' _ u II }35 SURREY DRIVE 14' 4' 2' 12' 1 ! I 111 1 I DEED REFERENCES:- DO 15522 PO 222 1y1--- 15• I 1 1 I III II �" 1 1 fl OFE0 BOOBS 1027 PAGE 126 MAP 74 PARCEL 47 20' 12• f/ 'i• DEED BOCK 13559 PAGE 28 ROOF PEAK 'd BUSINESS II J 18• 400.00' 2 1 12 '} 1 4 111 Il TJ I Z DEED BOOK 15680PAGE 127 _ ELEV.�192-3't ..DEED BOOK 15680 PAGE 244 GROUND ftLS10INCE D 4 Ifi' ZONING DISTRICT BOUNDARY(TYP.) CL Q Q ELRV.=€68.5'f 50'NO-BUtLLI NO Q w PLAN REFERENCES: GEORNIFGE G& ZONE ZONE 1917 ELLO NO.2215 PLAN NO.9754 GROUND CATRFIRNE D.FIESTA 1931 MHLO NO.2779 PLAN NO.9851 FLEY.=k67,3'3 #51 SURREY DRIVE LLIX J 1961 MHLO NO,5078 PLAN NO.5998 .$43 D8 2094 PC 264 N/F [] � PLAN N0.$63 PLAN NO.H041 ROOF PEAK MAP 74 PARCEL 48 PATRICK S h PLAN NO,5704 PLAN NO.10860 SHERYL L DUFFY DH FOUND ElE5+.n194.7'f PLAN N0.5671 PLAN H0.IQ961 •' �S7� ' GROUND 939 SURREY DRIVE IN 58 I--' �cn ta PLAN NO.5572 PLAN NO,11411 ELEV.=1705'L DO 6238 PO 233 (UPPED) + Q IA t� PLAN N0,6380 PLAN NO.11999 GROUND MAP 74 PARCEL 4 A p o PLAN NO.6562 PLAN NO.13510 S£W ELEV,=170V± gg }. Z� PLAN N0.6925 PLAN H0.13543 dlgp 8476 AY 0R1 AQN ROOF PEAK PLAN NO.7070 PLAN N0,15454 >4 PAR0 Joe ROOF PEAK FLEV.=146-T1 PLAN N0.9051 PLAN NO.15521 �I PLR!NO.9386 PLAN NO.15066 'PLAN OF LAND TN NORTH ANDOVER,MASSACHUSETTS 0.477.&505 S�RR&y r' �g can SVfTCN STREET"BY THE MOR01 CAMERON GROUP,INC DATED JULY 23, N/F 2019 AND S}GNED BY THE NORTH ANDOVER PLANNING BOARD ON JaY 30, royru USA D VO 2019.- 07 SURREY DRIVE -_ •DEED AND PLAN REFERENCES ARE AS RECORDED IN THE ESSEX REO'SIRY DB 7 PAR 292 OF DEEDS NORT DISTRICT. NM 744 PMCJ1 28 HERN PLAN. a SCAM. Cif 1'=50" 0 20 40 80 FOR PERMITTING ONLY 0 THE MORIN-CAMFRON GROUP,INC, 2019, PROA J3454. DRAWNG.3454-BASE N CAP WATER SERM SUTTON STREETAT Q�M CONSTRUCTION CATE INSTALL NPDES PERMIT�'CNAIl T (PUBLIC,51'WfAE) NSTALL 30 IUV STASHJZEO PRESERVE AND PROTECT EXIST TREES(4) PLACE SILT SACKS f Z� IN EXIST,CATCH - CONSTRUCTION MAY WT AND CAP EXISTING BASINS(T)P. GAS SERVICE AT LATE ------ _ CONSTRUCTION FENCE ,yLn�,- / M 16x2 1675 4 s S s AiLSOX / MAf ROX dl. 618 y 160. oK,v— - LPserra m� s \.l63 .C93 CONSTRUCTION SEWUTY FENCB AND SILT FENCE COMBINATION(TYP.) S~ M 193 \ `!SB / OH! t6�� / / /!' \\`f, .i ROVE 11GH POLE R OW U /�J 1\ I SIGN II REMOVE LIGHT POLE Ir IHV=156.49 . 1R ES q•pl \\ I '0 BE REk05d:o) �---164-_-._� A3d I 11 1/ ♦/ y-k 3 i If / Jj( �i~ D ATION BOX TO BE REMOVED x .99 I 1 / / :�// .-~! ! I \\ ,fGAS f 1 REMO EXf5TING /// / f ME? vt PA .LENT S tI( 7 + I ! I / T U UNIT 1R HVAC II PUMP,CR A D ELIOVE CATCH BA o /" AND GRAIN PIP df 0\ g fff 5 / O \� -164- - /nt\ R040YE �i• � 157.67 I \ \ \ ETOSIINC PLANMiG i 15 1 f in m 1 7.ds i I ♦ / / ♦ / PAYE1fENT/ AREA laa' / unurr A'SC I CWC.PAD MA;U3GX � /! �Y -..1... _ \�62 1 J PLANFNC ze .. \ \ ` \ \_� i � AREA I\5 iu _ _ � r / I WALES TO RE H a Y ❑ f �/ o / REMOVED i ! VAC `� 1 CONC.PAD UNITS NOTES: LOT NNE BE , \ FIELD/S NE NI MORTAR %ALL D m 621' TAlNINC WALL 1.TERMINATE E]85T,WAITII SERVICE NNE k7 MAfN UNE IN / 5 UTIUIY PhTCH ISadB \\ \\ 160.5 \\ O ,/ ,/' �., \ !/ m \ / / 1 $DTTRN$TREE? z RDOW LIGHT POLE 2 TERMINATE EXIST.SEWER SERVICE NNE AT WAIN LINE INSUTTON o IPRESERVE TREES WHERE POSSIBLE. SSa7] m e I ♦ .�!' / f 1 5 5 \ \ I CR 1 I I !I `� xj > Isado x I .s f / •- 1 [ / f 4 f i I Y Y I (9LT) r I I I ! I MULCH SOCK AND SILT $ $ $ z $ FFTdCE COMBO(TYP.) 4 srylsa7 / // i s ��-._. _ __ f�~ ,saes x ' 4 / EXISTING BUILDING TO BE 15375 !f / STRUCTURES TB BE REMOVED \�\ \` \\ \\ ♦\ `�6 160 I / REMOVE TREES �\ \�\ \\ \� 's2 ,\\ !ltp1 CtgA� PRESERVE AND PROTECT EXIST.TREE REV.§7 R • � \ �a, �a � 1 T I rL 1 \ \ \ \ 1 5 45 I I 4WW1 fl Iliill / ! gOn ZE fi0R5E5H0E PITS Q Lo r�r SILT FENCE(TYPO _ ~1 \ , 1 I f ! / to TxEEsS T BE & r~~ CLI O AND // Z GRUBBED(52`) Y ! ./ tl i l I O APPROX.LIMIT OF 30D'BUFFER - �,\ III �i La. ZONE TD OFFSITE m klED M1 r \ .—.. m Sy I F O ® ® /• 5'EGETATED WETLAND r .S ,\~- ! YYY✓✓� T�A�A�� >,\ i I! 1 I llliiii Ir I T I � I _ - 5d No-BUAD ZONE PRESERVE AHO PROTECT O O 25'NO-DISIURHANCE 70HE EXIST TREES(3) r (>L. PLAN g Q SCALE T'd 30' a 0 PRESERVE AND LL.i p d PROTELCTSLI"GSi. 0 15 JO 60 Q p two FOR PERMITTING ONLY O THE MORIN--CAMERON GROUP,INC.2019 - P ZONINGTABLE:BU5 NESS 2 DISTRICT DESCRIPTION REQUIRED PROPOSED(LOT 1) PftOP, LOT 1 AREA=141,160t SF J 4482 SUTTOH STREET yyS� LOT AREA 25,060 S.F.MIN. 141,10O*S.F.(3.24*AC) _, 3 CONH0UW5 BUILDING AREA 16,750 S.F.TUN. 125,9243 Sr,(289*AC) © VJ-- ~' N sDYtL I 5 HEIGHT MAX 55'MAK(4) SUTTON STREET 64.8' pYIL Zr LOT MIN soy MIN. 268'* (PUBLIC•62'W1DL') S'A11. PROP.RET.WAi1 OriL `�.. B' FRONTAGE 12b'MIN. . 271.29' _ 5, 5 r �0., i ''Q.� FRONT TBA SETBACK 25'M. 27'(3) Imo„ 4✓? `�' 191'f APPROYUMATS LIMIT OF SIDE SETBACK RESIDENTIAL s• I o ' {2) 25+15'Mlk.(2) 42'(3) — I PROP,STOP$I 1NDUSTRUY.2 WATERSHED PROTECTION a pG NEST SEOE SETBACK 25'MIN. O'(EAVE)(5) 04yJS'[YII`L 2 A �— ! — — 3tl5iWCL — ._.._ tx =Q 1'(FOUNOA7TO4)(6) T 12' lx C1 <<FRORTAGE=27 29'» BUSINESS U O - 20'(EAVE)O) w y N FAST SiOE SETBACK 25'MIN. { )( ZONING SMACK LINE ) o + T WDTF1 I 22' fWNDAnON 6 --n REAR SETBACK RESIDENTIAL 6 _ p fiB4 =€ © L'�x w 04 LOT DEPTH 30'FOR I60'OF MONTAGE 43U:k FDR 230• LOT COVERAGE 35%MAX 319L'sE19aCK(FOUNDATION) BUILDING 1 FLOOR AREA RATIO 0.76:1.0 L2:60(6) , "� I DM.UNO UNIT DENSITY N/A 136 UNITS (58 UNITS,4 STORIES) F` r. I •g':.y 1 0'SETBACK(EAVE) (49,000140 ESF GFA) ".. (1)A PORTION OF THE PROPERTY FALLS 4MTHIN THE WATERSHED PROTECTION x { HANDICAPE F DISTRICT, <'1,, 1 2 (2)N0RIN ANDOVER ZONflO BYLAW TABLE 2 FOOTNOTE 2. 'ADJACENT TO iftTEE 25 StpEi411p1.DISTRICT,FIRST T 5 FEE ADDITIONAL 15 FOOT SLOE OR REAR TIING 3(SHALL � BE REWIRED.THE FIRST 15 FEET OF THE TOTAL REEK,B ABUTTING THE REMENTIAt DISTRJCT SHAH REHASH OPEN AND GREEN,BE SUITABLY `-"' 11 LANDSCAPED,UNBUILT UPON,UNPAVED AND NOT PARKED UPON. n �AmCc4€o1 c,. D (3j MEASURED TO FOUNDATION. � (�M)J `=':�y i':. f•- �''•'� Y. 4 TO?N OF NORTH ANDOVER ZONINO BYLAW-SECTION 195-7.4--F.'A PARCEL U _ PARCELS COLLECTIVELY COIEPRISIHC AT LEAST THREE ACRES OF LAND Q - � '' i LOCATFA WITHIN A BUSINESS 2 ZONING DISTRICT AREA EucaeLE FOR A WMVFR .�i �J�I, 1 9 j OF THE-MAXIMUM HEIGHT,FOR RESIDENTIAL MULTIFAMILY DWELL10S AND U �/ I ! ao j TOVMHOUSES.DESCRIBEO UNDER TABLE 2:PROVIDED GNAT SUCH A WAIVER ♦h }III m�,.,-.,, R- LOADING SHAD.NOT PERMIT A STRUCTURE TO EXCEED MORE THAN FOUR STORIES AND 4 q�?• f 12 VGC T' SPA 1 55 FEET IN HEIGHT,AND FURTHER PROVIDED THAT SUCH A WAIVER IS GRAHTEO / PROP. I BY THE PLANNING BOARD,AS SPECIAL PERMIT GRANTING AUTHORITY,AFTER / /�ROP,PEDESTRIAN STOP I CURB RADIUS 3'(TYP.)PROP.STOP ! ik OSSING SIGN(R1-5 SIGN SIGN THE PLANNING BOARD HAS MADE A CETFRAUNATION RASED UPON �-, / @ WAYFlNOIHC 51C4)i' I ALL PARKING SPACES$HALL e CONSfDFRATIOH QF THE SPECIAL PERMIT CRITERIA DESCRIBED UNDER 195-10.7A ' OF ME ZONINO BYLAW. + P (5)REQUIRES VAAlANCE. VGC I (`j BE 9'4510E X 18'-LQNO d PROP.TRASH& +F RECYOUNO ENCLOSURE w iO �� j r Vtx 25' 25' 125' 25' .:I•".3 `f- ' 4 s ,(•T + �I rc PARKING SCHEDULE: NORTH ANDOVER 20NINO BYLAW SECTION 195-8.4.A:REQUIRED:MULTIFAMILY(1) t STUOiO(28): 1^BEG b5. 1.5 N1T+55=B3 WDNRY 224 PARKING SPOTS - 7ayui6 NAY PROVIDED: 95 SURFACE SPACES - 4 00 GO L OU • I ! I 214 PARIONG SPOT5(INCLUDES f0 HANDICAP SPACES] 10 214 SPOTS/£36 UNITS=1.57 SPOTS/I)NIT(1) • 10 z (1)PLANNING BOARD SPECIAL PERARf REWIRED �I9 SURREY DRIVE �, ,_,-.,,,,,•_,,,- „_--- „-„�,- C�i VCC Q' I w NORTH ANDOVER VEHICLES AND TRAFFIC BYLAW SECTION 1410-Z REQUIRED:HANDICAP PARKING E" HAMCMP PA j > IF MORE THAN 20D SPACES BUT NOT MORE THAT 600.2X OF PAWONO OR 6 SPACES, CEr"Eat 9 poR3 4) u z $ WHICHEVER IS GRE47TR. 22 t BUILDING 2 4948 214 SPACES-0.02=4,28<6,6 SPACES REQUIRED ( UlBTS, 7 OSGOOD PROVIDED: SO HANO<CAP PARKING SPACES } VGC I I I 1 4 STORIES) �J I STREET MASSACHUSETTS 521 CJAN 23.21:REQUIRED: ACCESSIBLE PAR.CiNO SPACES b I •I "` ;�•,' (60,000*SF 0FA) I 201•-300 SPACES 7 SPACES —��� 1§ PROVIDED; Ifl SPACES n� � I (�— S""'L 42. LEGEND: I p25SURREYDiRI4E I BUILDING 3 I f (44 UNITS,3 STORIES) I A J _ UJ INDICATES TfU+VE7_ ! (68,000 t SF CFI) / .....DIRECTION N 1 t I jf ,+t-5.l•�;?;', s-�,:r:t LANDSCAPING OVER GARAGE®4 CAP R€U E \T}p PAINED ARROW PATIO '„ ;I) I x H JI•— c �1 -b L S ,• HANDICAP PARKING SPACE - 70'! #35 SURREY DRIVE APPRON.LIMM OF 100'BUFFER --..—.. I Q ZONE TO°FFSITE ISOLATED o • VEGLTATEO WETLAND Q 0 . .. c I _ • PROP FENCE(TYP.) l j O w W CD "^ Jj43 SURREY DRIVE �• �51 SURREY DRIVE 50'NO-BUilb ZONE PRAM SHARED ACCESS � � r J AND MAlH8,00o CE ZONET(IH,DOOJ:SF) I F-9 SURREY DRIVE 167 SURREY zN * f `ELA..�.I- DRIVE If PROP.EXCLUSIVE SCALE: 1'a 30' r MANl1ENANCE, PARIOHO AN0 D I6 30 60 l BUILDING EASF3IEHT • (11,000*SF) (- ! LOT LINE ti DRIVEWAY EASEMENT FICURF: LiJ fZ g d, FOR PERMITTING ONLY Fes' ®THE MORN-CAMERON GROUP, INC. 2019 PROJ.#3454 RNH N RIIA=l58.73 W5 INV.IN(158.48 CB A)s15223 �Z' ga PoA1=156.35 OHH 2 � INV.IN=156.17 INV. =153.91 INV.IN((Cp 5)=152.23 Q INV.OUT=158.05 INV.011i-is.23 (a) INV.= =q. /492 5UTTON STREET __ N R1V.IN((o}=1DMH€45.79 5.75 �.. p ��- - INV. IN(6)-749 r ,5.7 ?[),;� o-mm - - V � ^-- - 13 INV.WTa145.64 SUTT0N STREET � �.� ��I \\ � � _,x�_o--r--D}; � p; � y szs (PUBLIC•b2'NVIDE) , I h y x xi61.B r x4622 5V x y 16oB 1 ��� €62. _,�163 - 1� /1 1 _ I 1 £ I WEh1JdONRESOURCEARL A/ e� rR" a� � ` APPR4XIIlA1E LIMIT OF \ 1 1 e Y,- WATERSHED PROTECTION \ \ (DISTRICT1 TOW�i87.6 `\ U�r 1 x i58.3 \ ,i- XI / /! __ / '--l53 _INNLTRATOH S151oA1 86T, I COS-2 - �� 1111 76� ...-... 1 - ' 1573 1 �yz ' RIld=156.78 \ �� i / ` 1�\ y \ DRAIN PIPE SCHEDULE INY.3N(a))=15L17 \ tsars �' - -164__-- \ 1 ! I 1� PIPE ', INV.IN(8)4154.30 \ CB 1 t �• / 1 I` I i ' Y UPSTREAM DOV&STREA.4 INv.IN/WT=1���8x (a a) tf�Rce 1! tluiv¢ ,4// B1aDB1¢t ®• I-698 ! STRUCTURE $1RUCIURE RIM MYERT INVERT IENCTH DIA 51.0?E N0 "roe 1 / SU�Pa 5 hO 1 41YTRAG£GRADE=88.10 rn a U$ D$ FT IN FT 15656 x �/ \ Ca 2 �lAl6RFFH69.6 I .4 23 ( ) ( ) ( } /� COORDINATE 517E -I 1 GF}+158.8 I I f I 1 CB-1 COS-1 165.00 162.80 162.48 32 12#0DL! GRADING THIN THE -------- } 1 l CD-2 CDS-1 165,00 162.80 16258 i4 1SENIOR CENTER / +. y r ! r y, CDS-1 IS-i 165.58 16240 £62.08 32 1 1 x57.rr 1 1 \ CONSTRUCTION // �I �\ tii l f 1 ! 1 FUNOATON pp_5 15-1 187.45 164,13 164.03 5 8 0.020 PVC CB / 1 \ 1 I f/ @'T \�'�-_ 1 /1 ' 16 / I I / ,1 R1VN AA-6 IS f67.45 164.k3 164.03 5 8 0.020 PVC RIM-156.30 x I I 1 1 4- \ 3581 S INV-151.94 t5r,53 'zas l I �\ /// \ / I AO-1 Is 167.45 484.f3 160..03 5 6 0.020 PVC SUk1P=151.50 \ AD-8 RD 187.85 I85.14 184.10 104 8 0.010 PVC � d 1 I g 1 y ^- �' 1 "? /�1 1 I NMTRATAtI SYS1tL 2 180 fl - RD IS-t - 164.33 164,03 * 8 D.020 PYC BOT.S70HE=IE26 ,q AO-1 p5-1 167.50 1a5.2s 164.03 115 8 a.010 PVC e 161 fir I�3 AD-2 TEE 167.50 i64.75 l64A6 €2 8 0.024 PVC 4 & ! 1 `P 5 -5 AD-3 DS-1 167.50 $64.75 164.61 7 8 0,020 PVC a, n crS °d ul n .0 TW �-4 DS-1 107,50 €54,75 11.4.63 6 8 6.020 PYC ( tsazs x 1 1 - i 1 ! 187. f = n D \ q^g J ( 1 DA BW RD 15-3 - 184,20 103.2Q 10 8 0.020 PYC m m 1' IS-3 0MR-3 - 163,50 158,321 22 12 0.235 NOATON x \ / �-3 '4 1 /! 0 41N RD VS-4 - I67.fi6 187.5D 10 8 ISB.assaa4"70sx'VC O \\\-"a\' 1h�"1�I�EA�3�,\�h \/t/! / ! ! / S//�/���\+l 1/�16- iIp�-2 f �/Q�, f\4.67 0 D rII!! YII! _lsB��TTieryba��Il 9 7.� 1!!I1 III 1y 1 n�z! \•17•1 1 I161 °_1 I,4A+l3 7I`.I�1{,I '1I/ 0.010 PVC 13-4 -2 166-20 "' 45 120.016 7.6 1676 167.6•- OCS-2 OS-k 170,14 105,40 104.95 30 2 0.015 D 'S 05-I OCS-1 - 18,0 183,78 2$ 12 0.005 t CD-3 CDS-3 167,20 183.65 163.37 14 12 0.020 dNV- 86 00-4 CDS-3 16775 163.65 163.01 32 12 0.020 COS-3 1S-2 6,64l6293 162.51 21 12 0.020 ------ 1 DMH-3 167.71 3900 159.55 33 42 0.021• s =w $I n z m 158.91 i ! ! \6�----- _-- ,� \` �\ \ Igo '_- t, + 1 , + ; t } IS-2 DMH-3 - 16250 158,32 23 12 0.£B2 Iss75 y / - CB-5 DNH-I I0.65 156.75 156.55 10 12 0.020 119 SURRLY DRIVE II I / t7 �� �sJ \\ \ ` t 4 1 y € T➢-2 DIVH--1 t80.00 156.70 156.65 84 6 0.052 z - M a „> • ^� \ \ 1 9 T I I OIUH-3 DPH-1 188,50 158,22 1W.55 93 0.01B j WLTRATOHSYSln14 -4 -2 -�-" \ \'s \ ,\ 1 4 + I ( I ! ONH-I DIAH-2 161.13 156,45 155,89 28 12 0.020 m BDT.s1CRE-155.5 qp P \ 1 ( I I I `,j i~ 81]p ry�u p1691 \ I r I I OUR-2 CDS-2 161,10 155.79 l53.65 96 12 0.022 / '� a17�54.8\, \ 1 94k 1 IS-1 CDS " 153.84 ££4 12 0.072 r-I ,6�' \ ti \ - \ \ \ \ 1 0 5pI COS-2 PROP,Dk1Fi 1 1%4 153,55 k51.28 55 !2 0.042 z 170.5 J 1 \\ F+F�171.)\ \\ V \ I SpiLITi LL GRADE AREAS A04AOEHT 10 I �� /! A 0.8 \\ \\ \\ \\ - 1 1 I I I FZ-^ PROPERTY BOUNDARIES 10 17. \ GF.16Gh DIRECT RUNOFF MTO �=���'�>`- \ {f PARRTHO AREA J I / \` ANEI6TY \5`iYY, \\ \ \ \V I / / i V n . TW'' 4 \ \ / ! Q a p28 SURREY DRIVE r/ J BUI€91N0 3 SPACEV, l l AVERAGE CRAAE-170.1 ! / \ 1 1 / V? BUBIJMG 193W.46.1 I.1 ! J I FF-171.1 / \ 's / ~ 7t_ ;" ! LANbSCAPI 'I f GF=160.0 i s/ 7. \� 01FR CAR,�+,;, ? o PATH) 6 In a� PS SURREY DRIVE a Q ih APPROX.WRIT OF IDO'BVFFLR',116'K 18'NFILTRATION TRENCH • �\''�1�---��`-`r�-- VEGETATE �. y s �"` 9I6 fi r I I I ¢- WSITF u O RIp=159.47 Ritd-159.20 \ ISOLATED/D WE11AN 18 2 22 WORK 64 I ISTFfflaANO r€A17 OF #43 SURREY DRIVE 15l SURREY DRIVE 50'NO-BUILD ZONE EXIST.TREE TO REIAAIN(TYP.) LAST.BERM TO RENAIN 25'NO-DISTURBANCE ZONE 1 12 J59 SURREY DRIYE 167 Jf [�rj RREY DRIVE Q L� SCALE: r=30' ¢ aCL z we o to 15 3D 60 FOR PERMITTING ONLY ®THE MORIN-CAMERON GROUP,INC. 2019 0 PROP.12'%8'DI TEE (2)If 01 CATE VALVES (1)B'01 GATE VALVE SNH CONI4ECT TO EbST.CAS l,IJUN In RIM=I6I.Q� TC BE VERFIED BY OAS CWPAN Sti+H S INV.8'CTT 154 RIIka462.04 © d INY,IN=€51.72 PROP.SNH-1 INV.(2)4'PVC FORCE MAIN-156.34 UP RIM-162.3E ENV.4'CI FORCE FAIN 94-155.20 N INV.=153.30 INV.OUT=155.19 UP WG c8 0. .MA€N(RECORD) W W W W W W w w777" W0 �yY l W PROP.SOO 3 GC w s s dr' TNV.(IN)5154.51 12 s g 5 INV.{DB7)a,54.47 SMON STREET U H 5 s _ _ 4 ww MSw 0Hw oxw atw °Ilw pxw N P (PUBLIC, 1 a _s orlw dlvr~' UP CO UP UP 1 lla QS PROPI 4'14D D°IVESTIC WATER 4P g 71aH � n SERVICE ANG B'CLOT FIRES CE CCU PROP,60 LF 12,PVC PRDP,r54eIL- --^-^--^^ ^ y© I f (SDR-35)SEW R#-164.f ••• ••• •• -••••-•, .� S_ NY. }} 53.fi4 _ .005 FT/FT INY.( SUM y IF OF WM=157,97 FS INY=148.68 �I PROP.8'%4'DI LOCATION, CAS SERVICE(TYPE, V PROTECTICNAPPROX IIT OF DISTRICT SHED L& l� LOCATION,512E 8Y CAS PROP.8 LF 8'PVC 111 'A ys Q+' TEE(TYp,OF 3) SEWER COMPANY) S=0.008 FT / PROP.wXB'01 °f PROP.45 LF 8'PVC(S1R-35)SEWER � 5 BOOR GRAIN CONNECTION 9, TEE(TYP OF 3) S=D.005 FT NW-1 - PROP.47 LF 8' SANITARY SEWER CF=15&5 PROP,187 LF 8'PYC(SDR-35)SEWER 1 (50R-35) CONNECTION S-0.005 FT/FT(SLEEVE SEGEMALONG PVC PROP.SVIH 3 1 n RIM=%5.4 INY.=154.15 24 ORAINACE SYSTEM!} S=0.005 FT/FT 1NV,IN)=153.92 dd INV.OU =153.8 UGHT POLE IT / 4 BOLLARD NCNT(TYP.) !Y6 °PROP.CAS ELECTRIC, TELEPHONE AND CABLE NOTE:. a-�9 qq J / LOCATION,SIZE (TYPE,BY CAS ��.0 ° I LOCATION OF ELECTRIC,TELEPHONE AND CABLE UTILITIES TO BE OETEREO BY 5 COMPANY) 25 SERVCE PROVOERS. ` 1 ^^----- WATER AND FIRE NOTES: G_ - ""I I o 70 CONSTRUCTIONC 1,SIZE AND , SHALL BE VERIFIED BYTHE PflO,ECT PLUMBING ENCNtEER PRIOR �! 2.WATER MAIN SHUT DOWN SHALL BE COORDINATED WTH THE NORTH ANDOVER WATER 26_29 ; DEPARTMENT AND NEARBY WATER CUSTOMERS o g S 3.ALL PROPOSED HYDRANTS SHALL BE CLOW EDDY,OPEN 1FFT. PROP,215 LF Be'PVO 1 (S08 1 �hl I (SOR_35)SEWER PROP I 8' Construction I ^� PROP,SUH-4 S-O.ODg FT/F7 , MAIN a !WA Orhwings) I RIM=17D.70 I I I INY.IH)=155.89 I o - --- ......._.. - -----) INV.OUT)-155.87 �i T. rh I+ ( PROP.HYORART POOP.SGO-2 AND 6'CATE RIM=170,72 w e� y O ��' VALVE INV IN)=155.84 � z PROP.SUR 50-O-'1 �C 0 a O INV.4DUT)=165.92 RSA-170.40 I PROP,6 LF e'PVC: 1 j INV,(IN=154,98 f RV(OUT) I'" m PROP,GAS SERVICE(TYPE, (SOR-JS)SE14FF J PROP.SGO€ LOCATION,SIZE BY OAS COMPANY) 5=0.005 FT/FT 31f y I RIM=17O.45 f' I INvkN=155,04 T- INV.- =55.02 s S 155.98 FS PROP,5 LF 87 PYC DOMESTIC WATER W D (�-35)SEWER P - SERVICE AND C PROP, TE S«0.005 FT/FT up (n `ul C€DI FIRE SERVICE CF=160.0 („) SMH PROP. AIM=159.2 PROP.172 LF 8'PVO INV=153.45 (SOR-35)SEWER WATER PROP,13 LF 8'PVC I PROP,23 LF 8'PVC 5=0.005 FT/F7 SERVICE (SR-35) M S=O.CO7)FTT� � �LU .4s Z Z 43 4 PROP.25,F 8'PVC r P.k'CIBI DOMESTIC PRO CJ t g N y {SDR-35J SEWER GF=160.0 // WATER SERWE AND 6' 1 �q{1n� I S=0.005 FT/FT CLtN FIRE SERVICE � v� Ed g y4 �� APPROIC UMIT OF 100'BUFFER -"-''—'• ) LtJ °d ZONE TO OFFSITE ISOLATED ` N VEGETATED µETLAND LT1 LIMIT FENCE ANO L 7 OF WORK r •— — O Q XVI— UP F 0 50'NO-BU{19 ZONE Z tNSTURD �+ 25'NC� ANCC ZONE ( Z¢ J d - LA y' - SCALE: V 30' F- d � z � 9 15 3bFOR PERMITTING ONLY " 0 THE MORIN-CAMLRON GROUP, INC. 2019 PROD.13454 TP 16-1 TP 16-2 TP 16-3 TP 16-4 16-5- TP 18-6 TP 16-7 6-8 SURFACE ELEV,=162.6 SURFACE M.=165.4 SVRFACE ELEV.=166.3 SURFACE E"..a 165.1 SURFACE ELEV.=166.8 SURFACE ELEV.=167.8 SURFACE ELEV.=167,7 SURFACE ET.EV.-167.2 0" 0' 0" Q' p' Or p" 0' Ap:SANDY LOAM Ap: S Ap:SANDY LOAM Ap: SANDY LOW 6• 8' Ap; SANDY LOAMANDY LOAM Ow,SANDY LOAM 11 AP, SANDY LOAM Ap:SANDY LOAM 10' Ow,, SANDY LOAM 13' Bw: SANDY LOAN 8,r,SANDY LOAM 16• �' SANDY LOAM Bw; SANDY LOAM 20 21, 21' 2f' 21' ---- Ore SANDY LOAM V= rn 25'LWOW Bw: SANDY LOAM 24' - o Ss"ESHGW 33" - 33'ESHGW 36'ESHGW w 37'ESHGW _ 37'ESHGW 36'ESHGW x- = 4W ESHGW 2Q SANDY LOAM T Z } GRAVELLY 20: SANDY LOAM 20: SANDY LOAM GRAVELLY LOAN p Y LOAMElf GRAVELLY GRAVELLY 2C:SANDY LOAM E III SANDY LOAM LAA4tti.Y 2C:SANDY LOAM GRAVELLY GRAVELLY0' '� o BS" 82" � 84' ... 91' 94• i �sE"ra yy TP 16-9. TP 16--1U IP16-11 TP L-1 e- 3 J s6-14 TP 19: TP 19-2 0, SURFACE ELEV.-164A 0' SURFACE FLEV,=157.5 0, SURFACE ELEV. 159.7 +3• SURFACE ELEV.=104.0 +3" SURFACE EW,-164.5 +3. SURFACE ELEV,=16U 0' SURFACE EIEV.=166,0 0, SURFACE ELEV.=184.9 Ujil 0' ASPHALT LAYER 0. ASPHALT LAYER 0. ASPHALT LAYER 'la mm Apl C"HIM;SANDY C"HTM: SANDY SANDY LOAM Ap: SANDY L6AM LOAM/LOAMY LOAM/LOAMY >< C"HIM: SANDY SAND NIX SAND MIX j5• LOAM/LOAMY SAND SAND LOAMY SAND IVAp; SANDY LOAN Ap:SANDY EDAM Ap: SANDY LOAM MIX 20" �. 23" 31' 34"ESHGW 33'mow � � � 2C:SANDY LOAM 40'ESHGW - 35'ESHCW - W ESHGW - 36"ESHGW GRAVELLY GRAVELLY SANDY LOAM � ES 42" _ _ = GRAVELLY 48' - k5, 50. 48' 53'£SF4GW 55' 2C:SANDY LOAN 2Q SAI4DY LOAM 60. GRAVELLY 2Q SANDY LOAM GRAVELLY GRAVELLY _ x1a d `j 20:SANDY LOAM 20.SANDY LOAM 2C: SANDY LOAM GRAVELLY GRAVELLY GRAVELLY » z 102' 102' > 11Q' TT3' 131' � 888 $ L�3 ILLS TP 19-5 I1'�9-6 IF LZ TP lo- 19-9 0' SURFACE[LEY,=167.3 0, SURFACE ELEV.-167.2 0" SURFACE ELEV.=167.4 0, SURFACE ELEV.=164.3 0' SURFACE FTEV.=160.0 0" SURFACE ELM-160.2 0, SURFACE ELEV.-162.0 Ap,,SANDY LOAM Ap; 6, Ap:SANDY LOAN SANDY LOAM Ap:SA44DY LOAM Ap:SANDY LOAM V Ap:SANDY LOAM 13. 11' 30" 10' ON:LOAMY SAND Ow.LOAMY SAND C": SANDY LOAM � Bw;LOAMY SAND Bx; LOAMY SAND / Ow.LOAMY SAND LOAMY SAND NIX 1- , 22' 23' 21' 2O' 21" Bw:LOAMY SAND 2Co SANDY LOAM 267 U N a 29' CRAVEnYY LOAM GRAVELLY 20 SANDY LDAM GRA UYY LOAM Q +� Q 35,LSHGW 35'ESHGW 35'ESHCW _ GRAVFLLY 2C: SANDY LOAM 3fi"ESHCW _ 34" 2C: SANDY LOAM 20; SA140Y LOAM 40' 40" GRAVELLY _ 40'ESHGw J 474 4f'ESiCW = GRA1'E1.LY Q ' GRAVELLY _ 46'ESHGW 44• / !, 45' 49* 7P 19 10 TP 19-11- BOTTOM OF rFsr HOLE(YYp,) 0, SURFACE ELEV.-163.0 0' SURFACE ELEV,=165.3 J ¢ Q C: SANDY LOAM/ 0- £^. SANDY LOAM/ LOAMY SAND MIX SOIL LOGS P p " LOAMY SAND M}X ? Z 21• DATE PERFORMED;JUNE 23.2016 k APR&1E 200 PERFORMED BY, Al WNDFR F.PAR"SE 11848 30" 2Q SANDY LOAM 38, 36' _ GRAVELLY WNESSED BY NORTH ANDOVER BOARD OF HEALTH GW 2C;SANDY LOAM OW • ESII ESH = GRAVELLY 45" Q Z .J S FOR PERMITTING ONLY N 0 THE MORIN-CAMERON GROUP, INC.2019 PROA 13454 • 2"K 2"WOODEN 14-S 0 12'EACH WAY _ STAKE TYPICAL$0 TOP AND BOTTOM fILTREKK SILT SOXX (12"-18'TYPICAL)OR SEE PLAN �2''CLEAR • EQUAL AREA TO BE PROTECTED CATCH BASIN GRATE - WORK AREA s CATCH BASIN o o I Q '- ACT 8 CATCH SILT SACK GRATECOMPACTED SUBGRADE TOE FOOTING ;-IENME SILT SACit 12' 12' 2'CLEAR BASIN 2'VIA,STEEL POST 4,000 PSI MIN.COMPRESSIVE ERIMETQi �� o. r„ STRENGTH CONCRETE 8"THICK FB TRFXX SILTSOXX SECTION EItPANSION CONCRETE DUM STEP R PAD RESTRAIN7 I"REBAR FOR NO€TO SCALE I'' LL 0 9 # BAG REMOVAL E0 d I SECTION Pam- LINEAL ON FLOW � (oaLYAN te0) • �� � 'I Q:. UPSLOPE 0 c0 0 NOTES-, I. INSTALL SILT SACKS A 00S€RO CATCH BASINS INSTALL SILT SACKS IN _ NEW CATCH BASINS AFTER INSTALLATION. WATER FLOW - I I R. L I 2 GRATES TO BE PLACED OVER SILT SACKS DOWNSLOPE n v 3• 51LTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER All STORM WORK AREA AREA TO BE LANDSCAPED AREA .. EVENTS AND CLEANING OR REPLACEMENT$HALL BE PERFORMEO WHEN PROTECTED STAKE ON 10' W 3 1/2' DEPTH OF SEDIMENT IS WITHIN 6'OF GRATE LINEAL SPAUNO POST SCOTCH FILTREKX SILISOXX PLAN MEW _ N•T•S sErrs y , SILT SACKpl) NT TRAP oR SIDEWALK NOT TO SCALE _ JJZDIA.CONCRETE SUPPORT GRACENANDII+i LOCK WASHER MULCH SOCKVAN (Nor To SCALL) DDETMLSsreo sarACCI:5518L5 I Ili VAN ACCESSIBLE FOR SIGNS SPACES ONLY IN LANDSCAPE AREAS !MOUNTING PARTIAL ELEVATION u v 3m >n } m CONSTRUCTION ENTRANCE SPECIFICATIONS EflR 505 SIITTON STREET SIGN POST �I 1 RECTONE FOR LAIMED STONE ABUZADON CONSTRUCTION ENTRANCE SHALT.BE 2-4'STONE, NOT TO SCALE ACC�'SULE PARKING SPACE SIGN 4 '. STAPLE 12' � NOT TO SCALE - 2. THE LENGTH OF THE STAD3UZED ENTRANCE SHALL EST BE LESS THAN 40 FEET. r ON CENTER STAPLE 12" ON CENTER 3. THE WIDTH OF THE ENTRANCE SHALL BE NO LESS THAN THE WDTH OF THE INGRESS �I M,U,TC.D,LEGEND WIDTH HQ(2TT SYMBOL OR EGRESS DflfYE,OR 16 FEET,WNiCHLNER IS GREATER. I + c � � 4. CEDTEKTILE FILTER FABRIC SHALL BE PLACEO OVER THE ENTIRE AREA PRIOR TO r I+ PLACING STONE, �Iml 5. ALL SURFACE WATER THAT 4 FLOWNG TO OR DIVERTED TOWARDS THE CONSTRUCTION SPACE EVENLY,8'TO 10'TYP. z ENTRANCE SHALL BE PIPED BENEATH THE ENTRANCE. W PIPING IS IMPRACTICAL,A Z IFOTRLAP o BERM WITH MINIMUM I TO 5 SLOPES THAT CAN BE CROSSED BY VEHICLES CAN BE cL JJ u SL18S11TVTT0, lIE WRES RI-I 30, 30" 0. THE ENTRANCE SHAt3,BE MAINTPHED IN A CONDITION THAT WILL PREVENT TRACKINO T AI OR FLOVANO OF SEDIMENT ONTO RIGHTS OF WAY. THIS MAY REQUIRE PERIODIC TDPDRESSiN0 WIIH ADDNRONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR - 27 DIAMOND MESH FABRIC m CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. SEDIMENT SPILLED,WASHED (BLACK EPOKY COATED) OR TRACKED ONTO THE RIGHT OF WAY MUST BE REMOVED IMMEDIATELY. g�j OVERLAP ci n n ♦ n ` (MEN.) � z 1 1 .a# •�. N/A 24' 30" RESIDENCES 0. C 1H fr:4 i !STAPLE 12"\" I I 71 1 N V DN CENTER i N LI SENIOR + Z¢ V I 6'LOAM SEED r CENTER :5 BERM OR SCALE AS NEEDED V" T1 TO PREVENT RUNOFF FROM t LE EVATI()N MSCHARGINO FROM THE SITE I1 VERIFY TEXT PRIOR O ORDER1G i5 E--' Zt U TOP RAIL SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND MASSACHUSETTS HIGHWAY DEPARTMENT CL STANDARDS FOR THE LATEST SIGN SPfCIQCA71ONS,TEXT OWENNSONS,COLDR AND NOMENCLATURE. NOTES: FENCE COARSE AGGREGATE I. BEGUN AT THE TOP OF BLANKET INSTALLATION AREA BY ANCHORING BLANKET GORIER,END OR R MKS IN A 6'DEE'P TRENCH BACKFILL AND COMPACT TRENCH AFTER STAPI-1% L81E POSTS ✓�r'r NOT TO SCALE Q— n 2. ROLL THE BLANKET DOWN THE SLOPE W THE DIRECTION OF THE WATER FLOW. V) 2"WASH Li GGGiii 12'SG.WOOD POST ©LA� $ ti=r.��z,�ii ana: n= _`e-•y,I�r��i=utiurl 3. THE EDGES OF BLANKETS MUST BE STAPLED VAIN APPROX.41HCH OVFRIAp HERE 2 OR MORE STRIP WOTHS ARE REQUIRED. FEN.GRD• � 6'O.C. ,Z O O I� 4. MEN BLANKETS MUST BE SPLICED DOWN THE SLOPE,PLACE BL1N!(ET END OVER PWRAP OST ATTACHMENT CORD AROUND �A Q� TWICE HEAVY DUTY END WITH 6 INCH(MA.)OVERLAP AND ANCHOR DOW74 SLOPE BLANKET IN A 8 z s ANGLE WORD POST CEDTf]tNLE FABRIC INCH DEEP TRENCH. {2500P9 f1YlTE I iv `Q SLIGHTLY UP .. !a_ jj 5. METHOD OF INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENGANOIS. i� 0 SLOPE TO GRAIN I 3' ISyX J RUNOFF INTO 11 ssssss����IIIIMM z V SETTLEMENT DA51H OR V- 0 LINE POS� >`+ � OR 1'-4'0 DORMER, a � DOWN SLOPE—� � PLAN PROME PULL OR END POSTS SECTION ¢4 a EROSION CONTROL BLANKET SLOPE STABILJZATIP t STABILIZED CONSTRUCTION ENTRANCE DET L, NOT TO SCALE BE AS PPE ERR VAAHUUFAGTURERS ARDWW TO X Z .�". SPfCifICATtON BURY FABRIC 6'MIN.IN To O_ NOT TO SCALE ❑ GRWN L 00 NDT PUT FSPOIL ENCE 0 30 ON YlETLANO 5€OE OF FENCE. U- CHAIN LINK FENCE . Nom �a NOT TO SCALE SILT FENCE 1. SILT FENCE TO BE INSTALLED AROUND LIMIT OF WORK TO PREVENT OFFSHE MIGRATION OF SEDIMENT OURING NOT TO SCAI-E 00 CONS,RGGRGN. FOR PERMITTING ONL I UC3 n 0 THE MOR€N-CAMERON GROUP,INC. 2019 PROD.13454 NOTES: 1, PROVIDE EXPANSION JOINTS AT MIN,30 FT.O.C.WITH `')glE PRE-MOULDFD JOINT FII-I-ER, P ' BUILDING FACE OR OfpCxl� 4'WHITE STRIPE(TYP.) 2. PROVIDE CONTROL JOINTS AR 6'O.C. FD(ED WJEOT BROOM 3. PROVIDE OM FINISH IN DIRECTION PERPEND WLAR TO CURB. JOINTXPS t�T ? l a L v r •� � e :U l��Y 4. CEMENT CONCRETE SHAH.BE 4,000 PSI-TYPE E. (WHEN REQ'D) 25'(TYP.,UNLESS NOTED OTHERTWSE)�I )'PREP EO VARIES EXPANSION JOINT l 4'CEMENT CAYCRETE(5' WHITE PAINT WHITE PAINT : : o CURB THICK IN VEWCULAR AREAS) W.W.MESH ra' IVv FlflISH PAVEMENT CONCRETE SIDEWALK 1,OK NkN.} 5 18 (�) Illl —� DETECTABLE WARNING PAD 1111 SEE NOTE 9 1/4'UP(MAY.) '. b a 8'COMPACTED GRAVEL BARKING SPACE SING CEMENT 0ONCRElt WHITE PAINT �roscrra NOT TO SCALE (3000 PSI-TYPE 1) I7 sa Imo' g� CONCRETE SIDEWALK NOT TO SCALE ARROW STRIPING YV ( NOT TO SCALE TRANSII]aN 4'WHITE STRIPING 2'_6' CURB UP 34 O.C.A(TYPE 45)IN LOADW TRUNCATED AREA O �R.y DOME SURFACE CAP STONE 4-WHITE STRIPE(TYP,)---� '' �' 1� • •r �"it 1�'BITUMINOUS SURFACE COURSE GRANITE WLL1" L PREIN IMODUCAST LAR CONCRETEMW 6'REVEAL S OCK 2}'BRTUMMDUS BNCER COURSE WRTXNC pR N i Jj PAVEMENT (TYPE VARIES) GRADE LOW POINT �" r•4 � � d �+ N AocETIssiBl�LlnrsYTDMeoi T MIN.2•FROM WALL PAINTED ON PAVEMENT rS 9 T� 2 TO PREVENT STANNNO 12'COMPACTEO GRAVEL BASE COURSE WATER AGAINST WALL �l11 g N47KI.. z Sim —1RI-TILT�IIII�I Ill=4P�=II TYPES OF PAINT oo y J 1. THE MAXIMVM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5%(IR MIN.). _ 12'IMPERVIOUS COEMPACTED STIBGRADE 1• 0[L ATFR BASED 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESS8LE ROUTS EXCLUDING CURB RAMPS SHALL BE 57. (REMOVE ANY UNSUITABLE MATERIAL AND 13A PER LINEAR FOOT IB'-0'(TYPE) 3, THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.51 a FELL MATERIAL - REPLACE WITH 95%COMPACTED FILL) 2. THEL2MOPLASTIC 4• A MIN14UM OF 3 FEET CTFAR SHALL BE MAINTAWFO AT ANY PERMANENT OBSTAM IN AME59BLE ROUTE(Le,HYDRANTS,UTILITY POLL$,IKE WELLS,Baas LTD.) 62.50 PER LINEAR FOOT 5. CURB TREATMENT VARIES.SEE PLANS FOR CURB TYPE V PAGING PER _III o m PAVING NOTE: ACCESSIBLE PARK! CE 6. BASE OF RAMP SHALL BE GRADED TO PREVENT PONOWG. g CUINT/DMA I; 3. 3m REFLECTIVE 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRAJUDE. _ 1. PAVEMENT SHALL BE TYPE 1,CLASS 1 BITUMINOUS CONCRETE. NOT 10 SCALE PREFERENCE 2• PAVEMENT THICKNESS AFTER ROLLING. 63.ODPER LINEAR FOOT NOS, 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5 W WkOTH(EXCLUDING,CURBING)p 6'K 5'PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 200 FEU NOTE: THESE PRICES ARE PAVEMENT MAX SLOPE 2R RT 9. FUMWAIE ALL CURBWC AT RAMP(OTHER THAN VERTICAL CURNO,YAACH SHALL SE SET FLUSH) I COkPAC1ER SUBCRAOE PAVEMENT�jENT DETAIL ESTIMATES ONLY ALL DIRECTIONS. WHERE IT ABUTS ROADWAY, I VAR ES)TIU4 i1MIT (NOT TO SCALE) "> — WHEELCHAIR ACCESS RAMP DETAILS a COMPACTED BACKRU. Z (NOT TG scwL ) o 117t- TREATMENT VARIES FREE DRAWING VERTICAL GRANITE CURB / COMPACTED BACKFELL < d 3'-6' CAP ROCK _ IFI I kI-I I' 4'-12'HOPE O PERFORED TAM COAT PLACED STORE -I I - = OOTTOMADRAiN g o BIT.CONCRETE PAVEMENT (2 SF MINIMUM r 4J 12^ " — 111=' (sLGPE ro DRAIN) (MN,) TOP COURSE(T r MIN.) ANTED SURFACE AREA} — Q fli WHITE T LIdDEO TOE PER I2'COMPACTED GRAVEL SLOPE VARIES» SYMBOL MAftrACTURFRS LEVELING PAO,EXTEND PAD 44tt FINISHED SURFACE > F D SPECIFICATIONS 6'BEYOND BLOCK FOOTPRINT, �Lon a 1 LOAM AND ALL SIDES o SEm ..FEET V) LTIER FAnRO I, 11U5 MODULAR BLOCK RETAI141NG YIALL OFTAkL FOR DEMONSTRATIONAL PURPOSES ONLY, REFER TO z IIl1 MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES. 4 0 -07(MIN.) lI_ CEMENT CONCRETE I 2. PRECAST CONCRETE MODULAR BLOCK UNIT DIMENSIONS,COLOR AND FACITIO CAN VARY PER (3000 PSI-TYPE I) UBGRADE _ Tn A• COMPACTED CUFNT/OWNER PREFERENCE J _ III I I �' I III COPACTED GRAVEL 3" J \ 6'--2"STONE 3, BOTTOM DRAW SHALL DAYLIGHT AND/OR YELP HOLES SHALL BE PROVIDED AT THE TOE or FINISHED / / DEDOING GRADE THE 114STAU-ER SHALL TAKE CARE TO STAI311)u THE BOTTOM DRAIN DISCHARGE POINT TO COMPACT®SUBGRADE 0°1e 2,_O, FILTER FABRIC PREVENT EROSION. $'CORRUGATED BTM 6' 6' 12'A DRAIN SET W 18'X16' 4. BOTTOM DRAW SIZE SHALL BE DESFRMWEO IN THE FIELD BASED ON ANTICIPATED CLEAR WASHED STONE GROUNDWATER/SURFACE WATER CONDITIONS 10 ENURE ADEQUATE CAPACITY, Z MOTION FABRIC TYPICAL MODULAR BLOCK RETAINING YIALL U� NOT TO SCALE To Is sa Dm =a VERTICAL GRANITE CURB (VGCI NATIONAL STANDARD ACCESSIBILITY SYMBOL 1VJH PLACED STONE SLOPE ONnffmm NOT TO SCALE NOT TO SCALE - NOT TO SCALE FOR PERMITTING ONLY p �' 0 THE MORIN-CAMERON GROUP,NO. 2019 PROD.13454 KE14NEDY%91A HYDRANT OPEN TO PoGHT OR APPKOVIB EWAL i-1 STEAMER CONNECTIONS HOSE STEEL mClHD(IYP.) NOTE, TO BE INSTALLED IN CROSS COUNTRY UNDER PAVEMEHT CONNECROLI(TO ACE ROAD) (2 RE TIONS LANDSCAPING All CUT AREAS WrO(2 REWkRED) PROPOSED PATIO 4"LOAM AND SEED MUELLER DATE A-238-02 INTERCEPT THE SEASONAL - OR APPROVED EOUAL� HIGH GROUNDWATER TABLE �' s }TNISW(BLADE r' PAVEMENT EIKTE3H0 RISER SECTION AS Ill =I I _ v °' PAVEMENT SECTION OR 18'GRADE REQUIRED TO ESTABLISH 1_n NORMAL TREATMENT d 4° A ROAD GRAVEL{SEE pETAIL) �,,.� V;. 'i? I� 18'(TTP.) PROPER HYDRANT ELEVATION f 6'-6'TO WA Lop R.O.W. }--� ° SELECT BACMLL THOROUGHLY COMPACTED `. _ 1 SELECT BACKHLL 7HOROUGRLY o TO ACCOMMODATE SURFACE LOADING w ,r DECORATIVE STONE(SPCCS z� d COMPACTED TO ACC%1}A40DAIE R COMPACTED IN 12'MAX.MIS g ECNANlCAL E, - BY LANDSCAPE DES€GNER) a °. SURFACE LOADING q B'C4OI JOINT(TYP:) 1a ° (COMPACTED OJ 10 MAX LIFTS) ASCE CLASS D GRAVEL SACRHti WATER MAIN . PROPOSED GARAGE TCP SLAB COMPACTED CRUSHED STONE OR 8 �� COMPACTED 95%IN fi'MAX OFFS n - d TEE YTATER PROOFING BEIWEEN PEA GRAVEL PASSING)'& a 4° c :o }a �.._TB• STONE AND FOUNOATION RETAINED ON R 14 SEVE ! PEA STONE Q. (APPROXIMATELY FILTER fA8R1G 8'PERFORATED PIPE PIPE COMPAGTED CRUSHED STONE OR 1 C.Y.) ]� WITH CEOFriIEft WRAP O DIAMETER SHORING R AGR4 SIEVE NO}'&RETAIN€D 6, 3/4'-I-I/2'WASHED: AS REWIRED " ii O 6'CLDI PIPE CRUSHED S ENE 3• oo o o V? d. IeXIVX6•CONCRETE BASE S-0'Ia. SU88ASE 14 FAR hT o� � 8" E3-YDRANT NOTE: CONCRETE THRUST BLOCKS PUCE TV TER FABREO •a°moo __.___.,,_ - 1 1, CONSTRUCTION OF GATES BETWEEN PEA STONE AND HYDRANTS SHALL AND NATIVE SOL TYPICAL SUBDRAM DETAIL IN LEDGE HYDRANT DETAIL NOTE; BE NI ACCORDANCE Vdhi NOT TO SCALE 3-0'MIN. ALL SAMMY MAINS SHALL AWWA C50G-71 AND (NOT TO SCALE) s.ra A AWWA C502-84 DF 8"SOR35 PVC RESPECTIVELY. STONE TRH„ A110N ENCH TYPICAL BEN-940RAIN TRENCH DETAIL NOT TO SCALE (NOT 10 SCALE) 35 �V} UNPAVED ASPHALT SURFACE SURFACE 3'DETECTABLE UNDERGROUND- BEARING UTILITY MARKING TAPE REQUIRED o, FACE FOR ALL UNDERGROUND CONDUIT G 1HRUST BLOCK TNST BURIED 12'MNS, 0 24AFF H ALL BE GON BELOW `• -1 S N - FINISHED GRADE WATER MAN 4'CONCRETE APT'R7)VFl)@ACKTTL4,nryT1:HIRL _ Y� � w •••;• CROSS COUNTRY UNDER PAVEMENT - ' CO4DUIT/PIPWC " �a�a�a �+ '�f,�•;• *11AI CONTROLGATEVALVE AN0 80% 4'LOAM AND CEO (3 X 4'FOR CLFCTRICAL CONDi11T_ R T VAR ES (2 X 4'FOR ELECTAEC 4/ TRENCH DETAIL N€)TESADE 1REATM -.� ,. i h I. ADJUST FOR ANY LOCAL PAVEMCNT 11R1 .OEM ANGLELL w� ° .. PAVEMENT SECTION CR 16'GRADE EGAn01I5 W NFPA VARIES TAPPING SLEEVE(S:7E � . 4° A ROAD GRAVEL(SEE OETA€L) TELEp�jQ E. CABLE. FIBER AND 2. COORDINATE CONDUITS BY PLUMSING ENQNEER) SETLCT BACKFILL THOROUGHLY WITH APPLICABLE 13CAPJNc ELECTRICAL CONDUIT TRENCH DETAIL SERWCE"DADERS. FACE ELEVATION COMPACTED DI ACCOMMODATE w CONFIRM 12' � SURFACE LOADING HOT TO SCALE a r WATER MART ;e (COMPACTED IN 12'MAX.LIFTS) o GS r� TRENCH BEARING FACE 'S ASCE CLASS B GRAVEL BACKTTLL z b 3 La N COMPACTED 95%IN 6'MAX.LIFTS CONO THRUST BLOCK '4 r .P'.,,,,...y:.v•.`, ,c —,� a cg ••y �' FLAG ROCK r_y70 HUILOING r SANG BEDDING o oN m LIGHT POLE B PLUG BEARING CIDI PIPE(S2E BY " TEE FACE '. PLUMBING ENGINEER) ;•�;• CONCRETE THRUST BLOCKS REMOVE AND RESET LIGHT POLE&BASE WATER MAM 3'-0"MIN. EARTH/IEDGE (� BACK Fitt BEAR910 FACE LEA -CAT DETAIL 1CAL WATER TRENCH DETAIL NOT (NOT TO SCALE) U) a L_ PRECAST CONC.FOOTING N y FINISH GRADE �' d 004E&RESET TO ai LL1 _ a LOCATIONS ILLUSTRATED..ds ON THE SITE PLAN) R Q H Q O .ALL WATER MAIN FITTINGS,BENDS,TEES=PLUGS ETC.SHALL BE RESTRAINED VATH THRUST BLOCKS EXCEPT MERE NOTED. 2 ALL THRUST BLOCKS&COLLARS SHALL BE INSTALLED SO THAT THEY BEAR AGAINST UNDISTUROF.D EARTH. J.MINIMUM COMPRESSVE STMOTH Of MUST BLOCK CONCRETE SHALL BE 3,ODO P.S.I. �" .•.p. 4.KEEP CONCRETE CLEAR OF MECHANICAL JOHNTS A r CEMENT CONCRETE (J) O L�7 in 4"CLDI DOMESTIC 1154�. d:a (woo PSI-TYPE 1) J ¢'p B'CNX SERVICE 6'UPI --� ° 4�-0OMPACIED FILL - . MIN.BEARING FACE AREAS FOR THRUSTTNOESKS WATER MAIN WATER MAIN TO 95%RELATIVE AO' 45' 22.5' TTES PLUGS CAPS HYDRANTS • 1�`� n G: m '- COMPACTION EL r 8 5 6 4 4 4 4 " III CONFIRM DEPTH O _� yyyy OF FOOTING Z p'-H' 12 8 5 6 $ 6 6 B'x4'01 T1E VALVE 4'CLDI DOMESTIC IYI 6'CASE COMPACT 1�SI.—III =1 .—III = COORDINATE�ART'AS IN SONARS FEES' SERTACE B'x4'L4 TEE ELECTRICAL CONNEC➢ON E IHTH LICENSED B'M6'01 TtE Wks,DI NOTES, ELECTRICIAN REDUCER I.LIGHT POLE FOUNDATION DESIGN IS SUBJECT TO CHANGE Q 5'CLO FIRE - BASED ON FINAL POI:AND FIXTURE SELECTION AND SERVICE $'Go LIRE GFOTMiNGAL STE INVESTIGATION. BUST BLOCK DETAIL SERVICE 7 (HOT TO SCALE) VALVE L�iL�_LI OTC E D. ETAIL a BUILDING NOT TO SCALE C DETAIL NOT 10 SCATS Z FOR PERMITTING ONLY 0 �' ID THE MORIN-CAMERON GROUP,INC. 2019 PROD.03454 a�er slari, S"..CUSTO DRAIN BASIN (i)DUCTILE IRON DOME MANHOLE FRAME k t`,fEATE � �l�e ir•�E ',:`,_� � fl M COVER TO MEET TOWN r GRATE LOAD RATINGPART I 1ORAWI fl � '� ���g O C EDE B- 24'NIA. 8' STANDARDS 0'-S BAR ORAHNG SLOTS STANDARD LIGHT DUTY 0899CCS TOOT-LID-k94 B STORMVJATER � -U: z � ACCESS SCUD COVER LIGHT WTY 0899CGC 7R)01-Tt0-TESzO ff 24'DIA BRONZE N A 0899LG6 TOOT-1S0-i98 W NOrE E � ,:.N r�l It #!!!ii111; DOME N A 0699CCD TOOT-ff0-387L SE€'3i1(II FRCP IN GRATE UCHi DUTY G801Dk TOOT-110-019 z HANDICAP GRATE ITEM RD. WEIGHT (3,4) VARIOUS TYPES OF INLET k OUTLET ADAPTERS AVAILABLE STEPS SEE ` ALTEIWLT7:.7� .- 6'I}' 4'k 6'FOR CORRUGATED HDPE(ADS N-12/HANCOR DUAL WALL, CENTER OF COS NOTE M-TOE. 6'5ECBON 1,315 r- ADS ANCOR SINGLE WAL.},PVC SEWER(Ex:SOR 35),PVC DVN i,� STRUCTURE,SCREEN AND o M-TD3 3'SE0310N 711p I SUMP OPENING ©- � �,� Emu NOTES: K SCH 90),PVC C990/C405,CORRUGATED&RIBBED PVC FRAME-ANO,�OVER 1, ALL SECTIONS SHALL BE DESIGNED FOR MUM NOlE3 OIAVEIYA VM,IFS W� JJJ������+++III���: � ' NOTE 4 H-20 LOADNNC. $(" I, CHATLS/SWO COVER SHALL BE BOOTEE IRON PER A53M A536 GRADE 70-50-05,YATH DINE EXCEPTION OF THE ( N.T.S } 5,•-0' VJ }. I2.N COPOLYMER MANHOLE STEPS SHALL BE 3�. BRONZE DRA1F. I ( b INSTALLED AT 12'O.C.FOR THE FULL 1�• 2 CUSTOM DRAIN BASH TO DE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR FTBERGlASS SEPARAlIOY 48'DIA.(MIN.) OEPTH OF THE STRUCTURE. BASINS OVER 84'DUE 10 SNIPING RESTPoC110HS SEE DRAWING NO,7001-110-065. CYLINDER AND iNlf? f� y Iy 3. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM 03212 FOR CORRUGATED HOPE(ADS I is 3. PROVIDE'V'KNOCKOUTS FCR PIPES $HANCOR DUAL WALL)h SPR 35 PM ' MIN 2'Ma CLEARANCE TO OUTSIDE OF '3k2' 4, STANDARD GRAIN BASIN HAS FIXED ADAPTER LOCATIONS OF O'k IW.CUSTOM DRAIN DASH ADAPTERS CAN CtA55 A VA' PIPE, MORTAR ALL PIPE CONNECTIONS SH EA •tOr BE MOUNTED ON ANY ANGLE 0'TO 360'. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. A ��'• + 7001-I W O14 ' u� CEMENT VARIES 5. DIM€NSIONS ARE FOR REFERENCF,ONLY ACWAL DiuENSKIRS MAY VARY, JI30 4EkONA ACONCRETE'. BUFORD,GA 30516 1OUTLET VIAARIES (2)S"DIA Y a PAIN(770)932-2443 Fl=OLN 12' 5'-10)' a OUTLET 3' NyZ il�Bc FAX(710j 932--2"1 TYP ff 12'COMPACTED 1'-4' w•rw.n ost-us.wm \ GRAVEL JOINT SEALANT BETWEEN PRECAST SIDE SECTION ME 1Y �--- � � 4. END SECTION VIEW I TOP SLAB ACCESS PA0� SECTIONS SHALL BE PREFORMED BUTYL (SEE FRAME AND COVER CSTIBCRADE RUBBERO DRAIN MANHOLE FRAME AND NOTES O: rDOMEGRATE DETAIL) CfiADE L. CONCRETE:4,000 PSI MINIMUM/BITER 28 DAYS 2. AVAILABLE W S AND V SECTIONS, PVC HYDRAULIC SHEAR 48'To,MANHOLE 5. SHALL BE SET IN FULL MORTAR OLD. 3, AVAILABLE IN END OR MIDDLE SECTIONS �a PLATE STRUCTURE ADJUST TO GRADE WITH CLAY BRICK AND 4, CONFORMS TO H-20 LOADING. ir'G`'' DRAIN MANHOLE DETAIL MORTAR(2 BRICK COURSES TYPICALLY,5 raAw s NOT TO SCALE BRICK COURSES MAXIMUM).FRAME AND CO C E a COVER TO MEET TOWN STANDARDS NOT TO SCALE r, PLAN MEW B--B u ' a 8 AREA DRAIN (NOT TO SOW€) } CONTRACTOR TO CRWF TO g m m R�R •� s FINISHED GRADE I o GRADE % /.. iy RIHGS/RISERS � 'l\�f � a� CENFRAI.NOTES 1. CO fi r0 PROVIDE ALL MATERIALS UNLESS NOTED FIBERGLASS SEPARATION OTHERMSE. CYLINDER AND INLET 2.DIMENSIONS MARKED W IL()ARE REFERENCE DIMENSIONS ACTUAL DIMENSIONS MAY VARY. CATCH BASIN FRAME k 3.FOR FABRICATION DRIVING$WITH DETAILED STRUCTURE I (, N GRATE TO MEET TOWA DIUENSKRNS AND W OHM PLEASE CONTACT YOUR I STANDARDS CORIECH CONSTRUCTION PRODUCTS REPRESENTATIVE. 8' 24' 8" www.canlech-opLcam •i,r bo ' 29 SW 4.COS WATER QUALITY STRUCTURE SHAH.BE INSEE _ PETUNG TIP. ACCORDANCE MAIN ALL DESIGN DATA AND INFORMATION INLET PIPE M OUTLET PIPE NOTE 4 - 48'DIA. MIN CONTAINED IN THIS DRAWING. I 5.STRUCTURE SHALL MEET AASHTO HS20,ASSUMING I M z ALTERNATE TOP SLAB EARTH COVER OF Y-2',ANO GROUNDWATER ELEVATION AT,OR BELOW,THE WRIT PIPE INVERT ELEVATION. BBECAST WITH THE WALL EET AASHTO CONTECH LOGO ENGINEER DF LOAD RATING AND 8 �d •+. RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. m 5 CONTRACTOR To GROUT TO BLer star 5.CASCADE SEPARATOR STRUCTURE SHALL BE PRECAST "Ia SEE NOTE 3 FINISHED GRADE 9n'N Ashe CONCRETE OONFORUIHO TO AS1M C-478 AND AASHTO 45'CIA, MJN. OUTLET GRADE ��' T U\e spy LOAD FACTOR DESIGN METHOD. N ' H000 pgy�p�, RNNGS/RTSERS f\�f/ INSTALLATION NORM INVERT VWRIFS ,, y 1. ANY SVB-BASE,BACKFRL DEPTH,AND/OR FIBERGLASS SEPARATION A \I����+ ANTI-FLOTATION PRONSIONS ARE SITE-SPECNFIC DESGH OL BAFFLf SKIRT CYLINDER AND INLET •��;'.,.' I .'a'.. .��i►� Fi R+, CONStDERAT10N5 AND SHALL BE SPECIFIED BY ENtRL4EER STORMWATER OF RECORD. I .+ `�SpLUTIONS� 2 CONTRACTOR TO PRONE EQUIPMENT WITH SUFFlgENT �I� W LIFTING AND REACH CAPACITY TO LIFT AND SET THE us SEPARATION SCREEN {II9 u j [-CVAPACTFO GRAVEL Ir COMPACTED 4. C'O f 3.CONTRACTOR TO INSTALL JOINT SMART BETWEENALL I �- a 11 4 OO STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. a L2' I " OOhsform,Na�@c 4•MOUATgT PIS IA40ERPls ESETYIAlIONs SHOWN. PIPES PVC H1DflAULIC (n I-= SUBGRA I q SHEAR PLATE U TYP, a 5.CONTRACTOR 7D TAKE APPROPRIATE MEASURES TO d! s INLET PIPE I w OUTLET ' �. PIPE ASSURE UNIT IS WATER TIGHT,HOLDING WATER To V �y _ (MULTIPLE INLET PIPES MAY _ I BOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL ADS a'P9bs� Q'•<8e >3 p ��• BE ACCOMMOPATEO) ,-, I --- JOIN75 BELOW PIPE INVERTS ARE GROUTED. STORAGE ELEVATION A-A B'COMPACTED O t^LLLLLLaJJJ O FRAME ANO COVER 7•SET;DRAINAGE PIPE SCHEDULE ON SHEET 7 OF IB FQR CRUSHED STONE (DIAMETER VARIES) NPE INVERTS. N.T.S N In N CATCH BASIN FRAME h __ __ N.T.S. GENERAL NOTES o LL8 GRATE TO MEET 701WN ... •; .4•• A 1.CONTECH TO PROVIDE ALL MATERIALS UNLESS N07ED OTHERMSF. 2 p STANDARDS FIBERGLASS SEPARATION `'• 2,DIMENSIONS MARKEDYAW()ARE REFERENCE DIMENSIONS. ACTUAL DRAENGI.N5 MAY O F n Q+ .)--..-...... CYLINDER AND INLET FLai� VARY. 94 3.FOR FABRICATION DRAWINGS MATH DETAILED STRUCTURE DIMENSIONS AND WUCHTS,PLEASE c PERMANENT CONTACT YOUR CONTECH CONSTRUCTION PRODUCTS REPRESENTATIVE. POOL ELEV. A \ www"Inte0-*com ca A i -ram+ 4.COS WATER ENALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND O o N OIL BAFFLE SKIflT N l INFORMATION CONTAINED IN THIS DRAWING. {n } ^^ - / - T 5,STRUCTURE SHALL MEET AA5HF0 HS20 AND CASTINGS SHALL MEET AASHIO M306 LOAD L 1.. FLOW t RATING,ASSUMING GROVHOWATER ELEVATION AT,OR BELOW,THE OUTLET PIPE INVERT Q LLEVATION. EN OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. Q ONLTR 6.PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. LE- ALTERNATE ECCENTRIC GONE SECTION ••,� T,,g.[53$1 �,•� 1\ OF COS REMOVE AND REPLACE AS NECESSARY DURING MAINIENANCE CLEANING. F O STRUCTURE,SCREENJ Z Fn AND SUMP OPENING INSTALLATION NOTES SEPARATION SCREEN I 4 1. ANY SU8-15ASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE NOTES: N I TOP SLAB ACCESS SITE-SPEWO DESIGN CONSIDERATION SH S AND ALL 8E SPECIFIED BY ENGINEER OF RECORD. 1. ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING. I •E•. (SEE FRAME AND COVER 2. CONTRACTOR To PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO 2 PROMDE'V'KNOCKOUTS FOR PIPES WITH 2'MAX.CLEARANCE TO OUTSIDE OF PRE MORTAR PVC HYDRAULIC SHEAR DETAIL) LIFT AND SET THE CDS MANHOLE STRUCTURE(LV 0 CLUMFICS PROVIDED). ALL PIPE CONNECTIONS 3. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED PVC HYDRAULIC SHEAR 3. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS,AND ASSEMBLE + BUTYL RUBBFJL PLATE PLATE � 60'E.O.MkOK)LE STRUCTURE. Z 4. CATCH BASIN FRAME AND GRATE SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE STRUCTURE 4. CONTRACTOR To PROVIDE,INSTAL,AND GROUT PIPES, MATCH PIPE INVERTS WITH +/-65' _ Will CLAY UBTCK AND MORTAR[2 BRICK COURSES TYPICALLY,5 BRICK COURSES MAXIMUM). k7EVAl1ACT mom.T O- FRAME AND CRATE TO MEET T STANDARDS SOLIDS STORAGE •• MAX, 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT ES WATER TIGHT, S HOOD SHALL BE'THE ELIMINATOR' SUMP 6'COMPACTED HOLDING WATER TO FLOWLLNE INVERT MINIMUM, IT IS SUGGESTED THAT ALL JOINTS BELOW U OIL k FLOATING DEBRIS TRAP AS MANUFACTURED BY GROUND WATER RESCUE,INC.,(OR ELEVATION A-A CRUSHED STONE PIPE INVERTS ARE GROUTED. B.SEE DRAINAGE PRE SCHEDULE ON SHEET 5 OF 11 FOR PIPE INVERTS, ' APPROVED EQUAL). {NOT TO SCALE) PLAN VIEW BBB Q CATCH B CONTECH COS-3p2D-$-C (Nor r0 SCALE) CONTECH(COS 1 C S-T21 3 O p NOT TO SCALE NOT TO SCALE (1111 W SCALE) FOR PERMITTING ONLY 0 0 THE;MORIN-CAMERON GROUP,NO,2019 PROD.1M3454 RIM ELEV m 1704 ALL BE ALL DRAIN VANHOLE COVERS SHALL BE a OOy�&FRAM£ASSEMBLY; 12 HOPE INSTALLED TO C <"ORM mARNME NiUi PITCH OF A COVER&FRAME ASS©UBLY: USE EQUIVALENT TO EJtW ROADWAY AND FLUSH WITH ROAD SURFACE INSTALLED TO O0.NFORM N,TH PITCH OF TO DMH-3 USE EQUIVALENT TO EJ[W • .'a ROADWAY AND FLUSH V47H ROAD SURFACE MODEL NO,VF418/VI600-2 a� CLAY BRICK COURSES MODEL NO.V1418/Y1804-2 CLAY BRICK COURSES TO FINISHFO GRACE PROP,10 OUTLET \1 RVM TO FiNISHEO GRADE 48' TOP OF BAFFLE (AS REOII€TIED) PROPOSED FINISH GRADE CONTROL PIPE(SEE ELEV=787.7k {AS REQURMEO) PROPOSED FINISH UiiAOE `:',:( Ya j DETAIL ON THIS SHEET) \ 0 ' ELLY=168.0 PRECAST FLAT TOP WALL PRECAST FLAT TOP Y OR CONE SECTION e• B•BAFFLE WALL 24"CIA. OR CONE SECTION 6'INSPECTION POREfill . \•PRECAST ( 2) ' PRECAST RING SECTION ♦ B940 SECTIONITOP Or B656Q a STEPSO 'v\' PRECAST CONCRETE9'ORIFICE _n STEPSOC. PRECAST CONCREIE m \ MANHOLE SHALLMANHOLE SHALL 8'%8'%3.17 RETAIN IT CHAMBERS CONFORM 70 ASTM (B TOTALUNITS)) CONFORM TO ASTMSPEC,N0.C BOTTOM OF STONE-1825b - Fa 8 SPED N0.C v478-82A BOTTOM OF T27AMBER$n 1 i 6'BAFFLE WALL s 163.60 i \, a 478-82A a 5 TOP OF CHAMBERS=168.17 10W X 3•H ORIFICE G'BAFFLE WALL i n •i ..--. c - 6•BAFFLE WALL W.. �•� 12'DIA INLET \ • G' d 8•W X 2'H ORIFICE 1M ET INLET Y N PflECAST RB1C C i a.. FROM DETENTION 8• 0 LS C, FROM DETENTION 8' SECTION MRTH I i`. SYSTEM#I 6•-"• SECTIONTIMLH ;T 6' TW¢ ; OPENING MT OF%T34E)) ^ i,�° � a 3 OOPFJ+4NPIP£� TO DE 12'CUTLET (32"ON pLL 5T0E5) 4 j.a .° .'I s a 3'ORECE 12•OUTLET SECTION A-A' SYSTEM 1 Is' o € e 0 3s 12'ADS N�-12 IN TO DJH-€ M2'ADS N-12 1N • i 0 _ I2•ADS H-12 OUT INV= 12'ADS N-12 OUT = n = w w r 8'X8'X2.B7 R4�F HAMBERS .. a vsE�ia 1V AL UNITS 1n tRT P a.J B'COMPACTED +� BOTTOM =185.5� 6'COMPACTED \ RODE QRAH4 CRUSHED o` BorrDM of =166.0o CRUSHED ` ' ;1 SECTION A-A' 46' STONE BASE TOP OF C =18&87 48' STONE BASE \ °1 '¢ r 12'HOPE(ADS N-121 `� e: Moo 4 0 0 OL S ULILT OF�4TO GCS-' 16 � TRATION SYSTEM3 DETAIL (OENFnoTIrG uYyS�TEM #1} (12-1 Aye SI42 OUTLET CONTROL STRUCTURE\1 (INFILTRATION SYSTEM 04) SCALE: 1'=iN i O 40' NOT TO SCALErwr} 39 m ! PROP.AREA DRAIN ! i i `� RIM a 167.5t s rc PROP.SEDWENF FOREBAY PROP.AREA DRAIN PROP.SEDIMENT FOREBAY PROP.AREA DRAIN PROP.SL:DtMENT FOREBAY PROP.AREA DRAIN PROP SEDIMENT FOREBAY i BOiH)IA EiEV-€66.5t 80TtOM ELEV-166.5t *e-p . 1REA BOTTOM MY=16&5t BOTTOM ELEV=166.5E RIM-167.5t RIM 4 167.5t r ' s i TOP LLEV=167.5t TOP ELEY=187.St TOP LLEV=187.5# TOP ELEV=lSI.St e a 167 167 167 147 67 JI I o i6&5x xt6,5 168.5 J12'HOPE ►:r r w J """" € TO OCS-1 48' i 167.8 1fi7,6 187.6 I PROP.CURB CUT J 8'PVC 167.6 / j{ (IV.OF 4) , wrrwww wwwwwwr rrwwwr www rw wrrr lr No.ww wwwrrf I�B'PYC i r ; ob m 2 11 o D o o --�'----'"a--�lr---.o u o 0 6 P i O Q 640' 'INSPECTION PORT/ 8"PVC i I i (TIP.OF 2) J J ,' 61 i T. Itz-8'PVC ° i I �--E(170TTTOM B'X8'X267'RETAIN IT CHAMBERS ROOF DRi I8OTAL UNITS) z INFILTRATION SYSTEM #4 DETAIL �' e ! i i BOTTOM OF C€TAMBTR 163.183.90 Q m 40 SCALE: 1'=10' i - i TOP OF CHAMBERS=166.57 r� i 72'OVERFLOW 12'OVERFLOW i �\ + RISER PIPE TO BE ' INV a 165,40 RISER PIPE TO BE ° INV-165,20 12'OVERFLOW LIMIT OF STONE SECVRFA r0 WALL SECURED TO WALL , -TB6----..._- _ _ r ♦ 1 OF CHAMBER RISER PIPE TO BE INV=16&.40 \ 50'%114') OF CHAMBER 4"ORIFICE SECURED TO WALL S.INSPECTION i \ \ 7F�S12'ON ALL SIDES) INV=184.BO .. OF CHAMBER PORT(TYP.OF 5] i \� ♦ i 0 CONCRETE CHAMBER a ad, CONCRETE CHAMBER oe. 'n.=162.50 6"ORUTCE CONCRETE CHAMBER--_ BOTTOM EL=Moo to 3"ORIFICE BOTTOM. ELa a 1fi4 ♦ ♦ F-• •�,1 i p INV=16360 i p INV-164.30 BOTTOM EL-162.50 3.ORIFICE i ♦ Ilt-J •--1 M n Ty r e b D INV a 184.50 12'H6PE RISER PIPE a 4"ORIFICE 12'HOPE RISER PPE ° n i F^ INV-16290 6 Z 12•ND"RISER PIPE www rrrrrrwrwrwrwwwwwwwwwwww+wwwrrrwwwrrrwrr rw dl LJ a 72'OUTLET ? � ° 4"OLMflCE 104' 12'%12'11E INV=762,50 12'XI2'TEE INV=163.50 ' 6'ORIFICE 106' Q N > 12.OUTLET 12"X12'TIFF INV=162.50 i \ i3 43 INV=163.50 if CUITET OUTLET CONTROL PIPE DETAIL OUTLET CONTROL PIPE DETAIL INV-162.50 12'HOPE Q o (INFILTRATION SYSTEM #2) (INFILTRATION SYSTEM #3) OUTLET CONTROL PIPE DErAI FROM GCS-2 DETENTION SYSTEM i1 DETAIL (NOT TD SCALE) (NOT TO SCALE) (INFILTRATION SYSTEM #1I) SCALE I•=!0' 13 p,® (NOT TO SCALE) �9 lyI F°�'piii...,,, B'XB'X4.67'RETAIN IT CHAMBERS PROP.12"OUTLET C04TROL PIPE � Q7� (18 TOTAL UNt 51 LIMIT OF STONE (SEE OETAL ON THIS SNLLT) BOTTOM OF STONE=16200 PROP.AREA DRAIN 1O',X 146') PROP.AREA DRAIN 8'XB'X4.17'RETAIN IT CHAMBERS 50' J ¢u7 S2 PROP.AREA OflAIN 8'FTC BOTTOM OF(31 MR =16250 WM-167.45E 12.ON ALL 90E5 12 TOTAL UNITS)) m 48, if TOP OF CHAMBERS=1=17 ) RIM a 167,45.t flOTTOM GAME=1620D � Z PBA=167.45t 6"PVC, 8'PVC BOTTOM OF CHAMBERS=162,56 TOP OF CHAMIMS=166.67 I ) .i a ' . LL. �. WALL PROP.12'OUTLET J LIMIT OF STONE 196' I CONTROL PIPE(SEE JJ ALL S 5D') y _ 168 DETAR ON THIS 511LO JJ (12'ON AEI,SLOE$} _...J// ! i" i wt r.r�-w-wwwwrrr rrrrwwrw wwrrrrrwwwwrrw wwrwrwwrr w r r r r ww w r r wryxrfrrwwwwwrrwr ww J i O I WALL 6'INSPECTION PORT i _,61 (tYP.OF 2) mi O -163-- ��M1 O" - �.Irrrw wwlErr rw�¢rMlrwrwwwwww ~ PROP.CONTECH 12 HOPE FROM CO 12"HOPE TO¢MH-3 a wrrrrw.wrrwwwwrrrrrwwwrwwrwwrS,n-ryrwwwwwr�wwrwrrwaww r.rwwwwwrwwwrrrrr. wYr� 1 / ✓:�� `♦ \\ COB UNIT CDS ! !� M1 1fi8 = " NO, HOPE 8'HOOF 6'INSPECTION PORT 12•HOPE FROM CDS-1 INFILTRATION SYSTEM ii DETAIL DRAIN (TYP.OF 3) TO DMN-2 �J �� / ,rj cV SCALE: 1'-IO' O z T IPJFILT „TION SYSTEM #2 °ETAI FOR PERMITTING ON L " SCALE: I•=l0' ®THE MORIN-CAMFRON GROUP,INC. 2019 PROJ.#3454 t• FRAME&DOVER(3' 3-5 COURSES CLAY BRICK LETTTRS BARKED TO GRADE AS REQUIRED "SEWTR"} TO ROOF (COORDINATE B" 7' 6' 7' W/PLUMBING VVINUOW DRAWINGS) :b PRecnsT OPEN N CONCENTRIC FINISH B' ACCESS B' OPEN N a p•H cow SECTION GRADE o v :a Ozq = w�nowPRECAST o RING secnoN Lu L V;: s a a ,T � I �w �o r+ n 4"INLET FROM 4, �d "�► OPEN OPEN FlOOp DRAIN _ TEE CAST IRON h •• TABLE AT 2/3 PIPE �� ..� N WATER , dLONG BEND •. MULTI ROW CENTER SINGLE ROW CENTER •4 DIAMETER .. LINE 6"LEVEL PrRF 6. • .. s 7' S' 7' ° WALL '_ N'cT PRECAST RING SECTION ° ° ° 0 cD o it A p' 'A WITH OPENING FOR DRAM NON s3 RINx I 30 PIPE GROUT 'f CEMENT CONCRETE OUT.E1 TO OPEN PERF , PRECAST SECTIONAL PLATE SEE NOTE 2 SL11fRM�VICE "r.•a P 9' y9v� HOLE (SEE PLAN) W]NDOW ¢ CAST HEAVY d B 'L LL N 46 CAST NiDN P}Pe z a o a ^' SEE NOTE 4 eHuse:r>g , (NOTE: OUTLET INVERT IS A MINIMUM 0.10'LOWER t i THAN INLET INVERT) �- B"WN.COMPACTED n CRUSHED STONE �o OPEN PERF P TYPICAL SEWER MANHOLE NOT TO SCALE COMPACTED MULTI ROW PERIMETER SINGLE ROW END eR ly 1e 6' PERF 7 ° WALL FINISH GRADEQ:°C?=fjifgO, .jS,tA FRAME AND COVER TO GRADE + PERF 30'RISER BI LACCESS,„ INLET z 1y Y •'� a I F SIZE 0 R 9 IL � ma '°•ry 'co 4" 4'-O"m 3'-0' 2'-0" 6' 4'-0"0 3'-11' 3•-0" o B'PC RISER 8' 6'-0'0 3'-6" 3'-0" 1 ��TER SLAB, OPEN A�ERNATE M.SLAB, 21 (STEEL Rf7NFORCEO FOR H-20 LOADING) 8_0"0 4�_0• 31_81 MULTI ROW,CORNEE NOTES. RE ° I. ALL SECTIONS SHALL BE DESIGNED FOR NS-20 LOADING. ernlSE srsros TD ee wara'rEa °° WALLL 2, COPOLYMER MANHOLE STEPS S4ATL BE INSTALLED AT 18'O.G FO4 THE FALL DEPTH OF THE STRUCTURE. wJrx GfoTfx'ILE rneniurrrerw^t VAR€ES CI�Wea amar q°°0 N 8'TEE WYE 3. ALL EXTERIOR SURFACES SHALL RE Ol4FTT TWO COATS OF B€TUMINOUS WATERPROOFING MA101AL 4. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PERFORMED 13UT3L RUBBER. 5. STANDARD SEWER MANHOLE FRAME AND COVET SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITH CUY BRICK 'Tuft � P°u FIRE AND MORTAR(2 BRICK COURSES TYPICALLY,5 BRICK COURSES MAX). PERE •Y X�-• 6. STRUCTURE TO BE LOCATED W TSDE OF OUR DING WHERE POSS18LE,COVER TO HAVE A CENTER ROLE. O A 7. GAS,SAND&08.SEPARATOR CONSTRUCTION SHALL CONFORM TO 248 CMR:BOARD Or STATE EXAMINERS OF PLUMBERS AND y GAS FITTERS MEL GAS AND PLUMBING CODE AND APPLICABLE TOM OF NORTH ANDOVER RECULATK)FTS, EExE EESx EEnr I'�E i. PFfff zWALL ROWS. FLOW B. THE STRUCTURE SHALL BE 50 LOCATED AND CONSTRUCTED THAT SURFACE WATER SHALL BE EXCLUDED. >v F .. .J. 8: INLET PIPE SHALL BE AT LEAST FOUR INCHES ABOVE NORMAL WATER UNE. T°rICK MHa ACCESS+ - a'x 10. WHERE SUBJECT TO FROST OR CBUSHLNC COFNDInONS OUTLET SHILL BE AT LEAST TTIREE FEET BELOW ME SURFACE, W.PLE PLAN VIEW 6UM1ET CM srIMWN!' j }� 3I, THE GSC MUST BE FILED WITH CLEAN WATER BEFORE USBTG AND AFTER BEING EMPTIED FOR PERIODIC CLMING. (MHF.�+E S.ECIF�ED] PrFw�✓" .y 32. All DL AND GASOLINE MUST BE REMOVED BEFORE CLEARING OUT THE BASIN AND MUST HOT BE DISCIIARCEO INTO THE ALL OPENIN$OLACCEBB SEWER THROUGH 01HER FIXTURES Trvmuctisr ueex WALL OPENING IrYPj z w n a In e €& SPEGFICATIONS FOR COVERING SPECIAL CASES OR CONDITIONS SHALL 8E APPROVED BY THE LOCAL AUTHORIDES wEnnl scv;En T4. BOTH YWIS SHALL BE EXTENDED INDEPENDENTLY 15'ABOVE THE ROCF OR AS APPROVED BY THE LOCAL ABTHORFIIES. TO rlx:sx urnne ',,. SEWER CLEANOUT €k ALL PIPING AND VENT MATERIAL TO BE EXTRA HEAVY CAST IRON OR DUCTILE IRON. °°° PERF NOT TO SCALE wrlFr ° ° ° ° WALL ,,. SAND. OIL & GAS SEPARATOR{ ° v Not TD SCALE INLET . .,.. • • -.. .• a °°.B J Vt+.P alr,E RASEX` SIDES" PERF IHC $N...L'.......� G(PExuna�ru�aerr® rroNSI n Lrctlosssecno WALL DRAM g 8 N 0.51 TYP. 3f °I 6 f k ."- Ui•PFRrpNAp+S A. V i a THIS PORTION BY CLEAN OUT 8+ ( '1 J W �MSNO ENGINEER (SCREW TYPE Q CAP) p BUILDING SLAB n �8' ` 1D r s r .w r s g1AFERr [a C:) OAM BN TON" ° ' """""'-�F1A B'-II" 8.5' J' 65 •j r' -O. 'i .�„€ L o V) - UNDER S'COVERS I Z NPCAL 4'UNrr 0I)JFJNSION9 ¢ Q z� r F O c� s I�-I}-. 6.5' •.I- `n 8'-11" B.5'TV. 1y"PWDRA11ONS %UP 8'PVC(SOR-35)SERVICE e e , - 1 e CONNECT TO NEW PVC ADAPTER WITH r i :a° FOOTING 2.` °i N 8 8 8 1i `� np° -i SEW€R MANHOLE FTFXIBLE JOINT TAPER � � � _ vExEaxnTeowau S„ �a 'I TYPICAL BUILDING SEWER SERVICE d tj {NOT TO SCALE) TYPICAL 3PICAL U�OtMENSION3 RETAIN ITNOETOSCCALLE DETAILS FOR PERMITTING ONLY 0 THE MORIN--CAMERON GROUP,INC. 2019 PROL 13454 '..