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HomeMy WebLinkAbout2019-09-17 Response Comments 2 - Multi-Family Dev. Plans SCHEDULE OE PLANSET DRAWINGS LAWRENCE MUNICIPAL us �/ t� . • �� � MULTIFAMIT C.1 COVER SHEET AIRPORT � S1TE C,2 EXISTING CONDITIONS PLAN _ - C.3 SITE PREPARATION PLAN PLANS , C.4 SITE LAYOUT PLAN8ITT }ELC�PMEC,5 GRADING & DRAINAGE PLAN �•+ r;-i•,DL VC.6 UTILITY PLANS cHADWICIt ST r� C,7 SOIL TEST PIT LOGS PLAN .. q S CONSTRUCTION DETAILS I '! AllC505 SUTTONSTREET C.9 CONSTRUCTION DETAILS It U a;R1•; la m I ,;., .1a CONSTRUCTION DETAILS III Q`, _o - (ASSESSOR'S MAP 74, LOTS 23, 24 &54) C,11 CONSTRUCTION DETAILS VI � d C,12 CONSTRUCTION DETAILS V °'� � FO>uD5>ERR NORTH ANDOVER MASSACHUSETTS 4o _ 602 > C.13 CONSTRUCTION DETAILS IV LOCUS MAP L1,1 PLANTING PLAN J SCALE: 11 a boo' REFERENCE HTTP: MAPSMASSGIS.STATF.MA.US L1,2 SITE LIGHTING PLAN SIJTTON STRFET -� P.14 EXTERIOR ELEVATIONS BUILDING 1 HPTBLIQ,6L NIOLy P,15 EXTERIOR ELEVATIONS BUILDING 1 ' 5F11s CONSTRUCTION SEQUENCE P,25 EXTERIOR ELEVATIONS BUILDING 2 f TO PREVENT EXCESSIVE EROSION AND SILTING,THE FOLLOW.00 CONSTRUCTION SEQUENCE COALED WITH OTHER f PLICANT: P,26 EXTERIOR ELEVATIONS BUILDING 2 d z WDELY ACCEPTED PRINCIPALS FOR REDUCING EROSION AND SEDIMENTATION SHALL BE IMPLEMENTED A THE _- `` ! � SUTTON STREET LLC P,35 EXTERIOR ELEVATIONS BUILDING 3 DEVELOPMENT OF THE SITE, 1 231 SUTTON STREET P.36 EXTERIOR ELEVATIONS BUILDING 3 1, THE CONTRACTOR SHALL GOORCINATE A PRE-CONSTON (By o 14MNG AT LEAST 48 HOURS PRIOR TO ANY $ CUM BUILDING 1 NORTH ANDOVER,MA 01845 RUCTI CONSTRUCTION ACTIVITY WITH THE OWNER (OWNER'S REPRESENTATIVE), PLANNING DEPARTMENT (BY DlFRS) REPRESENTATIVE AND ANY OTHER IHTERESTED TOWN DEPARTMENT REPRESENTATIVES. I BUILDING ARCHITECT: 2. STAMZAT104 PRACTICES FOR EROSION AND SEDIMENT CONTROL SHALL BE INSTATLIT PRIM TO OOMMENCINO CONSTRUCHfM!ACTVTTES. PLACE ERCSION CONTROLS AT LOCATIONS INDICATED ON THE SITE I R.A.SCHAUER&D.M.WHITE,ARCHITECTS DEVELOPMENT PLA% P,O BOX 4d7 3, CONSTRUCT STABILIZED CONSTRUCTION ENTRANCES AT HIE LOCATIONS NOTED. '� LH2 ELM STREET ! °i 4. ALL CATCH BASINS SHALL BE PROTECTED WITH SILT SACK SEDIMENT TRAPS 5, IN PREPARING TO REMOVE PAVEMENT AND MATERIALS FROM THE WORK AREA ON THE SITE, CAREFUL GOFFSTOYM,NH 03645 CONSfDEERATON SHOULD BE MADE TO THE EXTENT OF DISTURBANCE 50 AS NOT TO DISTURB MORE OF THE N PHONE: 603-497-340.5 SITE THAN WHAT IS INTENDED TO BE IMMEDIATELY DEVELOPED AND RE-STABILIZED, m n 6. DUE TO LIMITED SPACE AVAILABLE ON THE PREMISE,LOAM AND SOIL EXCAVATED FROM THE WORK AREA O ^� {u x SHALL BE HAULED FROM THE PROPERTY AND STOCK PLED AT A LOCATION TO BE OEIEIWED BY THE o CIVIL ENGINEER AND SURVEYOR SITE CONTRACTO, IF.MATERIALS ARE STOCKPILED ON THE SITE INHERE THEY MLL NOT INTERFERE YATH THE MOIN-CAMFRON GAWP,INC. C' CONSTRUCTION ACTIVITIES,THEY SHALL BE LOCATTD SO AS TO MINIMIZE THE POTENTIAL FOR EROSION INTO $ w EXISTING DRAINAGE INFRASTRUCTURE.STOCKPILES SHALL BE STADKJZED WITH MULCH SOCK,SILT FENCING 66 FLM STREET a OR EQUIVALENT, STOCKPILES LEFT FOR GREATER THAN 14 DAYS SHALL BE SEEDED WIN AN EROSION DANVERS,MA 01923 CONTROL MIX,NO STOCKPILES SHALL BE PLACED WITHIN THE 106 BUFFER ZONE TO THE OFFSTE WETLAND. PHONE; 978-777-8588 � 7. REMOVAL OF ALL DEBRIS DR MATERIAL FROM THE WORK AREA SHALL BE DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS UNDER THE OVERSIGHT OF A LICENSED SITE CURRENT OWNERSHIP: PROFESSIONAL(LSPI. cal SUTTON STREET REOEVLl.OPMENT,LLC & REMOVAL OF ALL LITHO UTILITIES TO BE CUT AND CAPPED, AND COORDINATED WITH APPROPRATE 60 SUTTON STREET a b UTILITY COMPANIES - z DEED BOOK 13569,PACE 28 • ASSESSOFR'S F4AP?4 LOT 23&54 ER0510N AND SEDIMENTATION CONTROL:_ SUTTON STREET REDEVELOPMENT,LLC 477 WIDELY ACCEPTED PRACTICES FOR REDVOR0 LROSICN AND SEDIMENTATION WILL BE EMPLOYED IN THE BUILDING 3 /r "" DEED BOOK BOOK 44 STREET I5687,PACE � W DEVELOPMENT OF THIS SITE, REFER TO THE CONSTRUCTION PERIOD POLLUTION PREVENTION PLAN FOR THE DEED ASSESSOR'S MAP 74 LOT 24 y c PROJECT, / 1, THE DEVELOPMENT OF THE SITE HAS OEM PLANNED TO MATCH EXISTING TOPOGRAPHY AND GROUND CU ENT NG D S C s $ COVER. EXISTING DRAINAGE PATTERNS OF THE SITE HAVE BEEN MANTAINEO TO THE EXTENT PRACT}CABLF. �••-•.� ` � BUSINESS B 2. STEEP SLOPES,WHERE POSSIBLE,WILL NOT BE DISTURBED, I a � � 3. THE CONTRACTOR SHALL VI RMIZE THE AREA OF DISTURBED LAND TO THE EXTENT FFASIKE DATUM. 4, SEDIMENT CONTROL MEASURES WILL BE APPLIED 10 CONTROL ANY SEDIMENTS THAT MAY BE PRODUCED AS J ELEVATORS HEREON ARE BASED ON NAYOS& A RESULT OF WE CONSTRUCTION ACTVITES. EROSION AND DEPOSITION OF SEDIMFTHF WILL BE CLOSELY LEGENDMONITORED DURING CONSTRUCTOR. ABBREVLA O 5: w 5. TEMPORARY EROSION CONTROL MEASURES WILL INCLUDE, BUT NOT BE LIMITED TO, FILTER FABRIC SILT EXISTING PROPOSED FENCES,SEEOINO AND MULCHING,SEEDED FILTER STRIPS AND SILT SACKS IN CATCH DAS€NS(EXISTINO AND AC ACRES CURB NEWLY INSTALLED). AD AREA DRAIN -"' PICKET FENCE S. -TOPSOIL STRIPPED FROM THE SITE WILL DE STOCKPILED FOR LOAAUNO AND SEEDING AT LATER APPRO%. APPROXIMATE - BUILDING CONSTRUCTION STAGES. THE STOCKPILES SHALL BE LOCATED SO AS TO ACT AS TEMPORARY DIVERSIONS, l. BOW BOTTOM OF WALL V1 7, MI DEVELOPMENT UPHILL MLL NOT COMMENCE UNTIL ALL TEMPORARY EROSION CONTROL MEASURES ARE IN S�R1�L,+ PLAN. WS CB 6O4TECHATCH ARIYDRODYNAMIG PARKING STIIPINO Z PLACE, THESE MEASURES SHALL BE EMPLOYED UNTIL FINAL PAYING AND ADEQUATE VEGETATION HAS (pU Y SEPARATOR WALL BEEN ESTABLISHED, B[1C.So, SCALE 1'=6D' OOHC. CONCRETE W� B. THE CONSTRUCTION PHASE MUST COMPLY WITH THE ENVIRONMENTAL PROTECTION AGENCY(EPA)NATIONAL DRAW MANHOLE SNOW STORAGE AREA POLLUTANT DISCHARGE ENMINATO.N SYSIETM PROTOCOLS AN EPA NOTICE Of INTENT SHALL BE FIUED. ➢ 3p fi0 H2O -DH DRILL HOLE PROPERTY MITE Z 2 OUT AT LEAST 2 KEKS PRIOR TO THE START Of CONSTRUCTION. dS 4J 9. 44DTIFY THE TOWN OF NORTH ANDMIER AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION, SITE PREPARAIION NOTES: DS DOMESTIC YELLOW L CONCRETE W GENERAL U LI S; DYLL DOUBLE YELLOW LANE LINEIt CHAIN UI FENCE Q N OM- STORM MANAGEMENT SYSTEM NOTES: 1, THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTINO UTILITIES AND EL EDGE OF PAVEMENT CONTOUR STRUCTURES AS SHOWN ON THESE FLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE 1. ALL MATERIALS ORITAED FROTH TIE CABLE L SHALL BE �, ELEVATION --162------ ° 162 Q N I. STORMWAIER CONVEYANCE PIPES SHALL BE HOPE(S0R-35)PIPE UNLESS NOTED OTHERWISE. CDg SO IN FEDERAL REGULATIONS WTH APP OR HA LOCAL, I70ST. EXISTINGF �--D n- °- DRAIN PIPE 4 4 2. BACIFILL SHALL BE COMPACTED TO 959 MAXIMUM DRY DENSITY BY AASHTO T-1800 METHOD. POSSIBLE,METRE LOCATION ME TAKEN IN THE FIELD. TH15 NIFORLLA D IS NOTE BE L LJ€E UPON AS BETNC EXACT OR STATE AND FEDERAL REWIATONS FOR HAVING AND FF FIRST FLOOR SEWER E � �o,�.. 3. SHEETING,IF USED,SHALL BE REMOVED PRIOR TO BACKFILUNG TRENCH. COMPLETE. THE PRIOR OF ALL UNOERGfl0UN0 UTILITICSRUCTION AND STRUCTURES SHALL BE WRFIECONTACT THE W THE FIELDROPR BY DISPOSAL FIND FOUNDATION ""-s 0- �-�--5 5- 4. UNSUITABLE SOIL(CLAY,ORGANICS,DEBRIS,ETC)BELOW THE INVERT SHALL BE REMOVED AND REPLACED 1H£CONTRACTOR PRICK TO THE START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACTS APPROPRIATE 2 COORDINATE ANY VICE P O PROVIDERS. WIN FS FIRE SERVICE --° °- .-a w- GAS LINE ©Z p n 8 WITH APPROVED MAATERIAL AND SHALL NOT BE USED AS BACKFlLL. UTRUTY COMPANY, ANY GOVERNING PERMIMIC AUTHORITY,AND 'OICSAFE' AT LEAST 72 HOURS PRIOR TO ANY APPROPRIATE SERVICE pROIADERS GF GARAGE FLOOR -W w--- -W W---�-- WATER PIPE (�F.. p,d' 5. ROOF DRAWS SHALL BE O:RECTED TO THE DRAINAGE SYSTEM IN THE LOCATIONS SHOWN. COORDINATE EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES AND TH£ENGINEER SHALL B£NOTIFIED IN AEL g TO REMAIN SHALL DU PROTECTED FROM GFA GROSS FLOOR AREA -T T_� TE7-EPEIO,iL LINE LLJ L•L•F a L00ATON5 WITH THE PROffCT ARCHITECT AND LANDSCAPE ARCHITECT. WWT94G OF ANY UTIUTLS WTFRFERMo WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION CONSTRUCTION ACTUITI S.AVOID HEAVY MACHINERY GG CAS DATE UNDERGROUND ELECTRIC SHALL BE TAKEN BEFORE PROCEEDING WIN THE WORK. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO WINN ROOT BALL FOOTPRHT, HVAC HEATING�/ypHTLATION/AIR CHW ucC RELOCATE ALL D OSTINO UTURIS WHICH CONFLICT WITH THE PROPOSED IMMOVEFMENTS SROM ON THE PLAN. 4. CO�ONATE WITH TOWN OF NORTH ANDOVER WATER COJDlTOvINO PROPOSED LIGHT POINTS AND AND SEWER DIVISION. HYO I�CYDRANT � � CATCH BASIN 2. THE CONTRACTOR SHALL BE RESPO4SIBLL FOR ESTABUSHINO AND MAINTAINING ALL CONTROL OUTLET CONTROL STRUCTUREGydRj SEWER NOTES BENCHMARKS NECESSARY FOR THE WORK. LP LIGHT POLE 0 GENERA N1.-CITE' NO S: MHL0 MUSS HIGHWAY LAYOUT ® Op AREA MA INO.E ¢ Q 1. A MINIMUM OF 10 FEET CLEAR HORIZONTALLY SHALL BE MANTAIREO BETWEEN SANHTARY SEWER PIPES AND �'"- H/F NOW O2 FORMERLY a AREA DRAIN ti � WATER PIPES. WHENLVLR CONDITIONS PREVENT A LATERAL SEPARATION UP 10 FEET TO A WATER PIPE, L. THESE PLANS ARE PREPARED FOR OUR CLIENTS USE ONLY FOR THE SPECIFIC PURPOSE OF OBTAINP40 PERMITS AND "„ WATER SERVICE CONNECTIONS SHALL HAVE A MIN.5'OF N,S,E,W NORTH$DINT FAST WEST CONTECH COS UNIT THE WATER PIPE SHALL BE SLEEVED FOR A DISTANCE OF AT LEAST ID'ON EACH SIDE poS OUTLET CONTROL STRUCTURE LOCAL APPROVALS,AND ARE HOT TO BE USED OR RELIED RIPOL4 AS A CON5IRUCTON DOCUMENT OR ANY OTHER COVER TO PREVENT FREEZEHC. � . PAGE � � SEWER MANHOLE .J Z In 2. ALL GRAVITY SEVrfA PIPE SHALL 8€POLYVINYL CHLORIDE{PVC)MR-35 UNLESS OTHLRWIS£N0TF0, USE BY OTHERS WITHOUT THE WRITTEN CONSENT OF THE MORM-CAMEROH GROUP,INC. 2 WATER SERVICE CONNECTIONS SHALL BE COOR€NATLD PROF. PROPOSED a STGP! Z 1HE FCUSTNC CONDETOH OLpICTID HEREON IS THE RESULT O AN ON-THE-GRWNN INSTRUMENT SURVEY WITH THE NORTH ANDOVER WATER AND SPAER RRP REINFORCED 1X)hCREIE PIPE SPOT GRADE � 3. WHERE SANITARY SEVERS CROSS WATER SERIACLS, THE SEWER SHAM BE LAID AT SUCH AN ELEVATOR PERFORMED IN ACCORDANCE WITH 250 CMR STANDARDS BY THE MORIN-CAMFRON GROUP,INC.BETWEEN APRlL 2016 DEPARTMENT.PROVIDE 46 HOURS ADVANCE NOTICE 7O NET RETAINWO %156•a t!6&5 THAT THE CROWN OF THE SEVER 15 AT LEAST 18 INCHES BELOW THE 1fiIIFRT OF TIE WATER PIPE. !F THE ANG DECEMBER 2011L SCHF9i1LE INSPECTIONS SB STONE BOUND >• Jr fWs �w WINING DISTRICT BOUNDARY 3 ABUTBNG STRUCTURES SHOWN 1♦EREON WERE LOCAIM BY A REFLECTORLESS TOTAL STATION FROM THE PRFMISES ,L COORDINATE TEMPORARY HYDRANT CONNECTIONS DURiNO ,Lpflp ELEVATION OF THE$EWER CANNOT BE VALUED TO}BEET THIS REQUIREMENT,THE WATER PIPE SHALL BE CONSTRUCTION WITH NORTH ANDOVER WATER AMID RELOCATED TO PROVIDE THIS SEPARATION OR CONSTRUCTED NTH MECTANICAL-JOINT PIPE FOR A OR PUBLIC WAY. SMH SF SESEWE R MANHOLE ,,_,, 25'NO DISTURBANCE ZONE DISTANCE OF 10 FEET ON EACH SIDE O'THE SEWER. ONE FULL LENGTH OF WATER PIPE SHAH, BE SEWER DEPARTMENT. SSA SNOW STORAGE AREA - - CENTERED OVER THE SFM SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE, WE'MND NOTE: : IBMSWIL SINGLE ARYE LANE LINE ^-� � 50`NO-BUILDUFFRZONE WHENEVER 1T IS IMPOSSIBLE TO OBTAW VERTICAL SEPARATION AS STIPULATED ABOWF;BOTH THE WATER ^ ITD BM ITENCRAAY BENCH MARK TQO'BUFFER ZONE PIPE AND THE SEWER PIPE SHALL BE ENCASED IN CONCRETE FOR A MINIMUM DISTANCE OF 10 FEET FROM WETLAND BUFFER INC.ON ILLUSTRATED 12,2 HEREON AUGUST?. T?.2016 AMID APPROVED OBSERVATIONS OF SOURCE ARTUANBS BY LEG � EHIARORMENTAT, NC.ON APRR 12.2016 AND AUGUST 2,2016 AtdD APPROUEO ORDER Of RESOURCE AREA I. COORDENATE p(RECONSTRUCTON SITE WALK WITH TOWN TOW mPOF WAll-CH N TRFEEINE V� 19 CROSSING POINT OF THE OTHER PIPE AS MEASURED NORMALLY FROM ALL POINTS ALONG THE PIPE. DETERMINATION ISSUED BY THE NORTH ANDOVER C0145MVATIOM COMMISTON ON OCTOBER 27,2016, OF NORTH ANDOVER STAFF TO ASSESS NE EXISTWO TREES ON SITE. FH TELEPHONE MANHOLE cps TREES POLE I 4, SANITARY SEWER LINES WITH LESS THAN 4 FEET OF COVER SHALL OF INSULATED TO PREVENT FREEDNO P TEST PIT 4, � z SANITARY SEWER LINES WITH LESS THAN 5 FEET OF COVER SHALL BE DUCTILE IRON PIPE. OD U' UIJN POyR INTERIOR LOT LINE r I 6. SLLLW SEWER IF WITHIN$O FEET OF SUBSURFACE DRAINAGE SYSTET.IS TIE SUBJECT PROPERTY IS LOCATED IN A ZONE%,AREAS DETERMINED TO BE OUTSIDE THE O.2X ANNUAL CHANCE FLOOD WIF WETIAND FLAG O PLAN AS tl LHISTRATED ON THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 25aD9CQz28f, WHICH HAS AN WO WATER CA7E P 0 R P R M I TT1 N G ONLY " EFFECTIVE DATE OF JULY 3,20€2. WS WAIEfl SERVICE PROJ.0454 �5 THE MORIN-CAMEROd CROUP, INC. 2019 N CB 4 R9=m.45 z DMH I p RIM=15 8 5 - '"G/ �: U r ftIM=158.73 INV. T 15�3.,87 INV.IN(CD 4)a15223 - $ s INV.IN=156.17 INV.IN{CB 5]-152.23 OLEH 2 0 INV.CUTG156.05 INV.OUT R152.23 {p RIM-152.54 #492 SUTTOR STREET - - INV.IN(6MH 1)-145.75 j £z r` -- - - N 5,79 NV.QIN((h)F145,79 1L \ x 1B2 ,j / IHV.p 41•-U-Ta=te145.64 � __ U�1 l4OI4" lift SUTTON STREET 6'WIDElInUBL1C N?c 405 1912x IMP ° 5x KkAND E yHu-7� � a z m'r3 APPRO%I#IAIE LIMIT OF \\ I\ uzr a WATERSHED PROTEOTION - 3 / xs\ 5 \ -'-' -\ I \ I TOIY=187,6 /. _ ~• (DISTRICT tom, \ ?........ �-- ��..�._ �� n "f63= tE6Ti.TRA7I0NSYSTEMI ST as- R• 1\ 6 -..._ ONE=162.0. p T t57.7x ! ! ^h ) 9 DMH i57.7\ ." t6 > // '� a _ \\�-- v- �-I - 0 �ns WM-158.78 \ � � L DRAIN PIPS SCHEDULE INV.IN(a at51.17 \ 167.15 f' 1 / � L / / \ -..-£64_ y L 1 I I r }� INV.TN(b�=1$1 3Q \ �i �g , �� 1 J L C4 \ I I I UPSTREAM 04Wr153REAM PIPE INY.Ik/OUT-1d 90h (5 a) i 1 f RIL!=3. , /� �t�\ 1 € \\ a B��RR.DDN(i l I ®� STRUCTURE STRUCTURE 8VYERT INVERT tfROTH CIA SLOPE aay= a tx.s� / NV 4.41 / I ( `�•hiIERAGEs A E4AtAOEm 6&16 o RIM ( ) ( ) { )( ) NOTE L 8• US (Ds) FT IN FT I "�nnvr Is6.ss x x x 1 ! �'" SA' 1 CR_x BIIilDD20 NElC+IT- 5D n 1 Iz °57-i I / / ! \ I COOftDNAIE 511E Ee-t - 4 FF6169,8 1 r r € ca-1 COS-1 165.00 162.80 16446 32 12 0.010 I I r ORADINO V4TH THE - \L I }6&6 f 1 r l -2 CDS-I 1b5.00 162.80 169 58 14 12 0,015 SENIOR Cf147EJ4 // r I♦ 4 1 ! ! i; + L COS-1 a-I 165,56 162.40 18208 32 12 &DID i ] \ OONSTRUCTION ♦ I / I 7S i ♦ \ I i I I ! !FOUNDATION AD-5 IS-I 167.45 164,13 164.03 5 8 0.020 PVC RIM=158.H1 x \I € € ! `" q----, �/�1\ / 1 1 r DRAIN FT)-6 }S-I I67.45 164.13 104,03 5 B 0.020 PVC INV-151.94 L.�\ \ SUMP=15i.54 i7'es E ! \\ .�... r� \ v / / 169.6 1 J/ /6 � I/� AD-7 }5-I 167.45 164.13 164.03 5 8 0.020 PVC - II,. 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Aii0.T S£S"4 � I r� TI ii OmH-3 DM8-1 166.50 15&22 5 935 0.018 60i,SW-165.5 TM2 DMH-1 DMH-2 116113 156.45 16.89 28 12 0.020 OH-2 CDS-2 161,10 165.70 153,65 96 12 0.022 f pg6 IS-€ CD5-2 1620O 15184 $14 12 0.072 ' \ f I •170.5 CPS-2 PROP,OMH 5STR z w £2 O.Q42 GRADE AREAS ADJACENT TO r �r / \ 0.B \\ LL \ L }1 I I I 1 JJJa_ PROPERTY BOUNDARIES TO 1 € DIRECT RUNOFF INTO - ;.;.•,• \ \ 1 \} } ♦ /J ) 4 I F-^ � � fZZ' PARKING AREA J I ..^r`?' \ GF=160.4 d3 W #26 SURREY DRIVE I �/ J BUILDING 3 SPRCE $ I 1 i1 } x t\ 1 I ( 0- Q CL O AVERAGE GRADE=170.F " 1 1 1 L 1 ! /-"` 0 ` BUIHNNG HOGNT=5230 �. 1.1 I ! 1 1 I I 1 FF 171.1 OY2R CAR + r-♦1 B® PATIO n \ I @35 SURREY DRIVE i 1 - 170 s }' L \ r r APPRO&LIMIT OF 100'BUFFER 18'r lo-miRATION TRFTiCi1 --..----. .. S �g J (� 20HE TO OFF-STE ISOLATED VEGETATED NI:IIAND S 16 168 11 I ,T EQ- co OR 1' - !ELT FERN AkD -� '' / 16 166 I I ill tF- RiL1=159.47 RliT=159,20 \ LIMIT OF RYIRK / /( { I\ �-� "-i'_�_ •y -.._ _ -1164- ���jllfJ I _5 y I� J fn 1L 1 I It llfll I I - ' r 11 143 SURREY #51 SURREY DRIVE 60'NO-BUILD ZONE EAST,TREE TO REMAIN(TYP.) EXIST,BERM TO REMAIN 25'NO-DISTURBANCE 70M I �UJ ! Of SURREY DRIVE SUNRLY , DRIVE z PLAN z � SCAiE: I =30' •t 0 15 30 60 0��- z FOR PERMITTING ONLY ®THE MORIN-CAMERON GROUP,INC.2019 PROJ.13454