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Home My WebLink About2020-02-25 Site Dev Plans 1/31/20 { .5l• � k NCIPAL SCHEDULE OP PLAN SEI C COVER SHEEJ7A IlNG5;� AIRPORT LO U �� - ' MULTIFAMILY SITE C.2 EXISTING CONDITIONS PLAN - C.3 SITE PREPARATION PLAN q r 0C.4 SITE LAYOUT PLAN C.5 GRADING 8 DRAINAGE PLAN ZDEVELOPMENT PLANS Z p Ck1ADWC(sT C.6 UTILITY PLAN C.7 SOIL TEST PIT LOGS PLAN a g C.8 CONSTRUCTION DETAILS I ,a 505 SUTTON STREET C,9 CONSTRUCTION DETAILS II $ + C.10 CONSTRUCTION DETAILS III o I q (ASSESSORS MAP 74, LOTS 23, 24 &54) o: - C.11 CONSTRUCTION DETAILS VI NORTH ANDOVER, MASSACHUSETTS C.12 CONSTRUCTION DETAILS IV PO C.13 CONSTRUCTION DETAILS IV �� LOCUS_ Ae SCALE S'R 500' RFFFRENCF1 HTIP: APS.MA55U1SSTATE.MA,US L1,1 PLANTING PLAN -' _..._.......- L1.2 SITE LIGHTING PLAN u BUTTON STREET .- PA,05 EXTERIOR ELEVATIONS BUILDING 1 PA,06 EXTERIOR ELEVATIONS BUILDING 1 SE CONSTRUCTIONS OVENCE:_ - PB.06 EXTERIOR ELEVATIONS BUILDING 2 a M TO PREVENT EXCESSIVE EROSION AND SLTNO,THE FOLLOWING CONSTRUCTION SEQUENCE COUPLED WITH OTHER I APPLICANT- PB,07 EXTERIOR ELEVATIONS BUILDING 2 WIDELY ACCEPTED PRINCT`AlS FOR REDUCNO EROSION AND SEDIMENTATON SHALL BE IMPLEMENTED IN THE `fie DEVELOPMENT OF THE SITE, STTTON STREET REDEVELOPMENT,UP PC.06 EXTERIOR ELEVATIIO�NS+ BUILDING 3Z 1, TIE CONTRACTOR SHALL COORDINATE A PRE-CONSTROOTION MEETNG AT LEAST 48 HOURS PRIOR TO ANY SENIOR ENE � BRiND3NG 1 231 SUTTON STREET ANDOVER,MA 01845 PC.O7 EXTERIOR ELEVATIONS BUILDING 3 nnm OMSTRUCT104 ACTIVITY WITH THE OIkNER (OYMER'S REPRESENTATIVE), PLANNING DEPARTMENT REPRESENTATIVE AND ANY OTHER INTERESIEO TOWN DEPARTMENT REPRESENTATIVES. 2, STABITZATION PRACTICES FOR FROSSON AND SEDIMENT CONTROL SHALL BE INSTALLED PRIOR TD = BUILDING ARCHITECT. ' COXMMENCNG CONSTRUCTION ACTIVITIES PLACE EROSION CONTROLS AT LOCATIONS NDICATED ON THE SITE DEVELOPMENT PLANS I R.A SCHAEFER&D.M.WHITE.ARCHITECTS 3, CONSTRUCT STABILIZED OONSTRUCTION ENTRANCES AT THE LOCATIONS NOTED. y _ P.O.BOX 447 4. ALL CATCH BASINS SHALL BE PROTECTED WITH SILT SACK SEDIMENT TRAPS IU ELM STREET S. IN PREPARING TO REMOVE PAVEMENT AND MATERIALS FROM THE WORK AREA ON THE SITE, CAREFUL � `__ CONSIDERATON SHOULD BE MADE TO THE EXTENT OF DISTURBANCE SO AS NOT TO DISTURB MORE OF THE GOFFSTOWN,NH 03045 SITE THAN WHAT i5 INTENDED TO BE IMMEDIATELY DEVELOPED AND RE-STABIUI /Vy{V� N PHONE, 603-497-3405 R , 6. DU£TO tMFTED SPACE AVAILABLE ON THE PREMISE,LOAM AND SOI.EXCAVATED FROM THE WDRX AREA M ry1,I E�,3ry AE,I �y 4,CV/�p SHALL BE HAULED FROM THE PROPERTY AND STOCK PIED AT A LOCATION TO BE DETERMINED BY TALL CI Ykt ENGINEER^R f'VVD JURYL 1 Vll� i m SITE CONTRACTOR, IF MATERIALS ARE STOCKPILED ON THE SATE WHERE THEY YNT-NOT INTERFERE WIN O CONSTRUCRON ACTIVITIES,THEY SHALL BE LOCATED SO AS TO MINIMIZE THE POTENTIAL FOR EROSION INTO 2� THE MORN-CAMERON GROUP,INC. EXISTING DRAINAGE INFRASTRUCTURE.STOCKPILES SHALL BE STABIL17EDAN E WITH MULCH SOCK.SIR.T FENCING ,._-� a w OR EQUIVALENT, STOCKPILES LEFT FOR GREATER THAN DAYS SHALL BE SEEDED WIN AN EROSION 6 E 3 ELM S,REF CONTROL MIN,NO STOCKPILES SHALL BE PLACED WITHIN THE 100'BUFFER ZONE TO THE OFFSITE WETLAND. 7. REMOVAL OF ALL DEORIS OR MATERIAL FROM THE WORK AREA SHALL BE DISPOSED OF IN ACCORDANCE PHONE: 076-777-8586 IWTH FEDERAL. STATE, AND LOCAL REGULATIONS UNDER THE OVERSIGHT OF A LICENSED SITE PROFEs91aVNu fiSP), CURRENT OWNERSHIP: 8. RETIOVIJ. OF FIOSTING UTILITIES TO BE CUT AND CAPPED, AND COORDINATED WITH APPROPRIATE .y - a 'k b 'h UTILITY z 505 STTTON STREET SUTTION STREET REDEVELOPMENT,KO e� m m U DEED BOOK 13569,PAGE 28 ASSESSOR'S MAP 74 LOT 23&54 EROSION AND SEDIMENTATION CONTROL: STATION STREET REDEVELOPMENT.ILC z WDELY ACCEPTED PRACTICES FOR REDUCING EROSION AND SEDIMENTATION WILL BE EFMPLOYED IN THE (- 477 STATION STREET o DEVELOPMENT OF THIS SITE REFER TO THE CONSTRUCTOR PERIOD POLLUTION PREVENTION PLAN FOR INC BUILDING 3 PROJECT. / DEED BOWS 15680,PAGE 244 ASSESSOR'S MAP 74 LOT 24 y 12 1 1, THE DEVELOPMENT OF THE SITE HAS BEEN PLANNER TO MATCH EXISTING TOPOGRAPHY AND GROUND / \ CU G DIM w R $ S a_ 8 .. COVER. EXISTING DRAINAGE PATTERNS OF THE SITE HAVE BEEN MAINTAINED TO TH£EXTENT PRACTICABLE BUSINESS II S 9 2. STEEP SLOPES,WHERE POSSIBLE,WILL NOT BE DISTURBED. - ` n i f 3. THE CONTRACTOR SHALL MINUZE THE AREA OF DNSTURBED LARD TO THE EXTENT FEASIBLE / `\ . a o �+ 4. SEDIMENT CONTROL MEASURES WILL BE APPLIED TO CONTROL ANY SEDIMENTS THAT MAY RE PRODUCED AS J �.I DATUM: HEREON ARE BASED ON NAVD88. A RESULT OF STE CONSTRUCTIM ACTIVITIES EROSION AND DEPOSITION OF SEDIMENT WILL BE CLOSELY S. MTEMPORARDYDER NOSIONNCCONTROLQUMEASURES WILL INCLUDE, BUT NOT BE LIMITED TO, FILTER FABRIC SILT ABBREVIATIONS: LEGENO FFNCES,SEEDING AND MULCIIBIO,SEEDED FILTER STRIPS AND SILT SACKS IN CATCH BASNS(EXOSTNG AND EXISTING PROPOSED NEWLY INSTALLED), AD ACRREESCNtAIN CURB 6. TOPSOIL STRIPPED FROM THE SITE WILL BE STOCKPILED FOR LOAMING AND SETOING AT LATERAREA CONSTRUCTION STAGES, THE STOCKPILES SHALL BE LOCATED$O AS TO ACT AS TEMPORARY EAVERSONS, APPROX. APPROXIMATE PICKET FENCE GENERALLY ON AN UPHILL SLOPE, SUb BOW BOTTOM OF WALL BUILDING 7. SITE DEVELOPMENT WILL NOT COMMENCE UNTIL ALL TEMPORARY EROSION CONTROL MEASURES ARE IN s1 RF �IJ CB CATCH BASIN PARKING STRIPING Z PUKE THESE MEASURES SHOW. BE EMPLOYED UNTIL FINAL PAVING AND ADEQUATE VEGETATION HAS (P71g DD COS SEPARATi HITNRODYTRAMEC SIDEIWALK V BEEN ESTABLISHED. AEC- [;JF n, SCALE i°=b0' SEPARATOR S 8. THE CONSTRUCTION PHASE MUST COMPLY WITH THE ENVIRONMENTAL PROTECTION AGENOY(EPA)NATIONALD ��+' CONC. CONCRETE WALL - POLLUTANT DISCHARGE EBMNATTON SYSTEM PROTOCOLS. AN EPA NOTICE OF INTENT SHALL.BE Fjua L) DWI DRAIN MANHD# SNOW STORAGE AREA OUT AT LEAST 2 WEEKS PRIOR TO THE STARE OFCONSTRUCTION. 0 30 $0 120 BB DEED BOOK ? � I= 9. NOWT•THE TORN GF NORTH ANDOVER AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION. DH DALE HOLE - - - PROPERTY UNE I,AZ.F STORM MANAGEMENT SYSTEM NOTES: GENERAL_U T1UTY NOTES: SITE PREPARATION NOTES: DS DOMESTIC 5£RVICE CONCRETE � DYLL DOUBLE YELLOW LANE UNE _,,,_,_ CHAIN LINK FENCE U c��I 1. THE CONTRACTOR is SPECIFICALLY CAUTIONED THAT THE LOCATION ANOI ELEVATOR OF EXISTING UTILITES AND 1, ALL MATERIALS REMOVED FROM THE PREMISES SHALL BEEP EOCf OF PAVEMENT -""" CL ¢ O 1, STORMWATER CONVEYANCE PIPES SHALL BE HOPE(SDR-35)PIPE UNLESS NOTED OTHERWISE. STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE DONE$O IN ACCORDANCE WITH APPLICABLE LOCAL, �'' ELEVATION ----- ^--162------ 182 CONTOUR 0 V) n 2. BACKFILL SHALL BE COMPACTED TO 95%MAXIMUM DRY DFNSUTY BY AASHTO T-ISOD METHOD, POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR EXIST. MSTING -D D- o D DRAIN PIPE � - 3, SHEETING,IF USED,SHALL BE REMOVED PRIOR TO BACKRI TRENCH, COMPLETE THE LOCATION OF ALL UNDERGROUND UTLITIFS AND STRUCTURES SHALL BE VERIFIED IN THE FIELD BY STATE AND FEDERAL REGULATIONS FOR HAULING AND _ DISPOSAL. FF FIRST FLOOR �,S 5- -S. 5- SEWER PIPE o E2 4. UNSIWTABLE MI.(CLAY,ORGANICS GERM,ETC)BELOW THE INVERT SHALL HE REMOVED AND REPLACED THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE FND FOUNDATION WITH APPROVED M 1EIIA1.AND SHALL NOT DE USED AS BACKFI.L. UTILITY COMPANY, ANY GOVERNING PERMITTING AUTNORitt, AND °DICSAFE° AT LEAST 72 HOURS PRIOR TO ANY 2. COORDINATE ANY UTILITY CIS-CONNECTIONS WITH FS FIRE SERVICE �---0 c- -0-0- GAS LINE Z 8 5. ROOF DRAINS SHALL 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 APPROPRIATE SERVICE PROVIDERS. OF GARAGE�O 0 a' 3. ALL TREES 10 REMAIN SHALL BE PROTECTED FROM _W W- -w sV- WATFR PIPE WIUTNO OF ANY UTILITIES INTERFERING WITH THE PROPOSED CONMIJ IRON AND APPROPRIATE REMEDIAL ACTION GFA GROSS FLOOR AREA I- LOCATIONS WITH THE PROJECT ARCHITECT AND LANDSCAPE ARCHITECT, WITHIN CONSTRUCTION BALL FOOTS AVOID HEAVY MACHINERY GO CAS GATE -T T- TELEPHONE LINE SHALL TE TAKEN BEFORE ILIHES PROCEEDING COITH THE WORK IT SNAIL BE THE IMPROVEMENTS LTV H THE E PLAN. TO WITHIN ROOT BALL F00TP F N UNDERGROUND ELECTRIC r_ RELOCATE ALL EXISTING UIIJR£S WNECH CONFLICT YARN THE PROPOSED IMPROY4:MIXT5 SHOWN ON THE PLAN. HVAC HEATING TLATON/ATq ONtN UGE 0 d, COORDINATE WITH TOWN OF NIRNi ANDOVER WATER w AND SEWER DIVISION. CONOIT ENO � + PROPOSED LIGHT ©l(A- 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABUSHNG AND MAINTA 1'3 ALL CONTROL POINTS AND HYD FIRE HYDRANT Is CATCH BASIN �.,. CD SEWER NOTES: BENCHMARKS NECESSARY FOR THE WORFC. PV UUT POLL OUTLET CONTROL STRUCTURE J 1. A MINIMUM OF 10 FEET CLEAR HORIZONTALLY SHALL BE MAINTAINED BETWEEN SANITARY SEWER PIPES AND GENERAL NOV WATER NOTES; WILD MASS HIGHWAY LAYOUT ® �D DRAIN MANNOLE Q NJF NOW OR FORMERLY R OU WATER PIPES, WHENEVER CONDITIONS PREVENT A LATERAL SEPARATION OF 10 FEET TO A WATER PIPE, N.S,E,W NORTH SOUTH EAST WEST THE WATER PIPE SIRALL BE SLEEVED FOR A DISTANCE OF AT LEAST 10'ON EACH SIDE 1, THESE PLANS ARE PREPARED FOR OUR CLIENTS USE ONLY FOR THE SPECIFIC PURPOSE OF OBTAINING PERIA75 AND k. WATER SERVICE CONNECTIONS SHALL HAVE A MEN.5'OF a CONTECN CDS DIRT LOCAL APPROVALS, AND ARE NOT TO BE USED OR REFIEO UPON AS A CONSTRUCTION DOCUMENT OR ANY OTHER COVER TD PREVENT FREEONG, OGS OUTLET CONTROL STRUCTURE O AIRIER MANHOLE F Q 2. ALL GRAVITY 9FWh]R PIPE SHALL BE POLYVINYL CHLORIDE(PVC)SDR-JS UNLESS OTHERWISE NOTED. USE BY OTHERS WITHOUT THE WRIT"CONSENT OF THE MORIN-CAMERON GROUP,INC. 2. WATER SERVICE CONNECTIONS SHALL BE COORDINATED PO PACE ® ® Z N 2. THE EXISTING CONDITION DEPICTED HEREON IS WE RESULT OF AN ON-THE-GROUND INSTRUMENT SURVEY WITH THE NORTH ANDOVER WATER AND SEWER PROP. PROPOSED SIGN =3 3. WHERE SANITARY SEWERS CROSS WATER SERVICES,IHE SEWER SHALL BE LAID AT SUCH AN ELEVANDN PERFORMED IN ACCORDANCE WITH 250 CMR STANDARDS BY THE MORIN--CAMERON GROUP,INC.BETWEEN APRI.2016 DEPARTMENT, PROVIDE 48 HOURS ADVANCE NOTICE 70 RCP REINFORCED CONCRETE PIPE xlsa.e +I6&5 SPOT GRACE THAT THE CROWN OF TIE WM IS AT LEAST I8 INCHES BELOW THE MST OF THE WATER PIPF. IF THE AND DECEMBER 2018. SCHEDULE INSPECTIONS RET. RETAINING LLEVA71ON OF THE SEWER CANNOT BE VARIED TO MEET THIS REQUIREMENT,THE WATER PIPE SHALL OF 3. ABUTTING STRUCTURES SHOWN HEREON WERE LOCATED BY A REFLECTORLESS TOTAL STATION FROM THE PREMISES 3. COORDINATE TEMPORARY HYDRANT CONNECTIONS DURING SB STONE BOUND ZONING DISTRICT BOUNDARY RELOCATED TO PROVIDE THIS SEPARATION OR CONSTRUCTED WITH MECHANICAL-JOINT PIPE FOR A OR PUBLIC WAY, CONSTRUCTION WITH NORTH ANDOVER WATER AND SF SQUARE FEET -,-.-•-•_ WEI AND SEWER DEPARTMENT, Skill SEINER MANHOLE DISTANCE OF 10 FEET ON EACH SIDE OF THE SEW'FR. ONE FULL LE7NOTH OF WATER PIPE$NMI BE - $SA SNOW STORAGE AREA -"-"-''- 2V NO DISTURBANCE ZONE CENTERED OVER THE SEWER SO THAT BOTH JOINTS WLL BE AS FAR FROM THE SLIVER AS POSWOLE. WETLAND NOTE:. WHENEVER IT IS IMPOSSBLE TO OBTAIN VERTICAL SEPARATION AS STIPULATED ABOVE,BOTH THE WATER TREE NOTE; SWLL SINGLE WHITE LANE LINE -..-..-..- 5O'NO-aVM ZONE ri S ALL PO WEIAND DUFFER 70HES ILLUSTRATED HEREON WERE APPROXIMATED FROM 013SMVATIONS OF OFFSLTE WETLANDS BY LEC IBM TEMPORARY BENCH MARK PIPE AND THE SEWER PIPE SNAIL R ENCASED kHEDNCONCRETEFORA MINIMUM DISTANCE OF 10 FEET FROM TD TRENCH DRAIN J'""'"""'"""""'""^^ SOD'BUFFER ZONE LtJ THE CROSSING POINT OF THE OTHER PIPE AS MEASURED NORMALLY ROM ALL ALONG THE PLPF. ENVIRONMENTAL,INC.ON APRLL 12,2015 AND AUGUST 2,2018 AND APPROVED ORDER OF RESOURCE AREA I. COORDINATE PRECONSTRUCTON ILL WALK WITH 1DVM TOW TOP OF WALL TREEIINE DETERMINATION ISSUED BY THE NORTH ANDOVER CONSERVATON COMMISSION ON OCTOBER 27.2016. OF NORTH ANDOVER STAFF TO ASSESS THE "STING TMN TELEPHONE MANHOLE 4, SANITARY SEWER LINES WdRI LESS THAN 4 FRET OF COVER SHALL BE INSULATED TO PREVENT ITiEEZNG IFES ON SITE. UTILITY POLE SANITARY SEM LINES WINLESS THAN 5 ffLI OF COVER SHALL BE DI IRON'PIPL FLOOD NOTE: Flip. TYPICAL 0 T+ TREES dz S. SLEEVE SEWER IF WITHIN 10 FEET OF SUDSUWACE DRAINAGE SYSTEMS 7H£SUBJECT PROPERTY IS LOCATED IN A ZONE X,AREAS I?f1FAMINFD TO BE LPJ75lDE THE 0.2%ANNUAL CHANCE FLOOD UP UTILITY POLE INTERIOR LOT LINE PLAN AS ILLUSTRATED ON THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO, 25009OD228F, WHICH HAS AN WF WETLAND FLAG a- Wo WATER GATE (3 IJ ITVE DATE OF JULY 3,2012. WS WATER SERVICE F 0 R PERMITTING ONLY V n 0 THE EAORIN-CAMERON GROUP, INC. 201E PROD/3454 h 1k€ CB 5 RM-15&35 ECSB FOUND 4 FCND INV. =753,97 53h4 (DISTURBED) N/F IN S8 DMK 1 EG58 FOUND - B PoMn161.03 PoM=16204 6 R4N=158.73 RM-I5EL4B pN OF' WRENCE WV.1H=f58.17 (DISTURBED) LNV.S'CI=154.48 iNV.(2)4'PYC FORCF M.=755.34 AIRPORT COIEWWSSIOry NY.N(CB 4)a152.23 DMH 2 R€V.N=151.72Y.WT=156.05 INV.IN CD 5 =157.2 ° Rt1=£52.M ,14:L: z NV.4"ClCI FORCE.OUT W=155.19 j492 SUTTONPA STREET AIRPORT ( WV.IN(DNN 1)=545.75 -;CEINY.WT=155,f9 NAP 73 PARCEL f I FNTRANCf f - -ttlV WT=15.23 N INV.IN(MH 1)=14 N RWA15fi.83 0 NY. .; NY-154.41 0_/t4'17AKL y� - -- -"W-^'-�� l5'RCP W INV. (b)=14&YO -suUP=151.70 /r~ �+ D SilTT4NSTREE!' Z� `\ � \ s Y f2'RCP ��-- \ o-t 9£V.OUT=145.64 t � S97 0 s 15xx l62.5 (PUHHC•6TMDA s `+ MAILBOX 1 DYLL / v1' n,� • `iL^._ N 2� RM=157.97 NA1LR0% lead 1 tst a 12 PYC - s 80% ! (908 OMN n� 94V=148.68 Y; 93 rF B1lgS TRLN w24' - - C�IW- - : 3 • w Z�2O' pP CG p \ B S a 36" \ 487 DNA dO.QD RRd=156.78 15T.7Kr� DONATION � �-`L63- r�j6• GRASS r � - y� IN"W(°)=151.17 157. f //' Y \ ! BOX UBHN PATCH �i {\ EP CR 3 I i,3 DH FOUHD W INV.HP(b)=151.3a -- / L \ l ; RLt1=159.04 z q tb / r~ \� SIGN NV,=156,49 13 SO N NY.W/W7 149.80 1 f / £ ssa -( 1s7. �' � � / m• iD' / // -184�Df 174.7 r r � 1 I 11 0 m HVAC ¢ Is6.56N / / may/ I 1 W/F DbULIHG}' r GAS _ I tio�. I A ,� UHIT u7 r "tz"s MAP 74. �477 METER 1 1 � PAKEL 2 �y - '1� I I HVA1j RCCF PENS {{ ! ,Ipv t 1•! \ L ELEY.=787.2't / J AREAd25,052 SFt - RN=E56.30 47,6 7{¢ 29t '� \ u, AC;k? / a UTILITY PATCH INV=151.94 / W x \r / PLANTING Ig fr ROOF PEAK / AREA f y 7 v.7: / 6 1 )� �! \ t Flky,=187.9'* LY 7 CONG PAD Iff 8 120.0' lr� GROUND N \ ry / a•- { V46 ELLY.=1528't NA680% SUTT0.4 STREET 1 •--58,�' USE 2-STORY 4�7- ! 2 C8 6 7.6 \ 1 \ ?\ 1_� Iqp• BRfCX BUlI.DINO z R2J=159.53 CDI£G RETAINING flEDINELOPMENT,LLC PLANtTWO 1 t WALL a RODE PEAR x \ \ R00F PEAK NIF � IM SUTTON STREET � AREA � � ` S iss2c L BUTTON STREET ^t DO a%9 PC 28 l 4 4 `6p'8=15Z78' I n ELEV.=E84.8'* ELEV,=185.9'f a REDEVELOPMENT UUC WO ACCESS ! j £ o / ROOF PEAK NAP 74 PARCEL 23 it RAM 1 HYAC CONC.PAo ( I ELEV=r70.G'f Cs o N� \ \ d 1477 SUTTON STREET rr t UNITS I SUTTON STREET Y \ l\ DB 15M PG 244 4 '4 REDEVELOPMENT LLC ISA46 \ \Is \ .1 5 NAP 74 PARM 24 r^ 1 i PAVEMENT 1 UPUTY PATCH I 1 1/ FIELD 5T0.VE k it SURREY DRIVE \ 1 / r / I / I t { MORTAR 'o DD 15680 PO 127 I I rr rr / / I t L !/ !1 ess.75II - I r ^� / / 1 i ! I t 4 .11, )11 RETA98NCWALL NAP 74 PARCEL 25,€ x I 12• .��. ~ / r' 1 I \ OS' { C8 1 II 1 kt a 15Sw llf 5 1 �/ / 1 9fl t�• r�r { I { WOOD TEPS \ { RN=158.98 r /Il BOW=t50.96, FS ra 577• 5 $ �5• _4 { Y,OOD'DECK t i (SILT) -_--- I /,.. } 1 5 m n _n n '• c 1589i t �• Tam / / 14&42' \\\ \\ \\ t t \ t ;t 14 N/F k 4 TREE ♦ lsan ROOF PEAK RACHEL D.SKERRY k ♦ !PIKE // NU \� �\ \ �\ GRASS�/G f6O� ElEV=1822't BRANDON W.JAMES a / SUTTDN SIRFET N , ! J l 4'PVC. j£S SURREY DRIVE ' ELEV=165.2 1' GRASS REDEVELOPMENT,LLC \� \\ ��s @2\ \\ { x u�� t •' 1 t N D INV.-158.6i; GB 15098 PG 269 / �0 5UTTOH STREET \ \ � J 1 I U,m 7 1 1 dE6A BLOSSOM EEEV.GROUH1622'f NAP 74 PARCEL 24 ' / DB 13569 PC 28 ^1� \'s @#� `\ 1 1 I j t'1 I Imo, RFkTY TRUST z / MAP.74 PARCEL 54 �\ s \ \ t 1 •+ I J946 OSGOOD STREET { 119 ,� \\ 1 \\ \ \ I { I I DE:1602 PG 176 6 ",b GRASS �i� �\ \ \ \ \ \ t LI I I I NAP 74 PARCEL 3 H o K' �S / \ \ \ \ \ \ \ i z a SMH >,5 I / ; U \ \ \ L \ \ 1{ 1 1 STORAGE TRAILER RIM=159.2 `�` r P C \ o \ \ 1 1 t II 1 1 O BN�€53.45 ry/}- ri` APPRO%.ULBT OF£00' \• \ \ 1 1 1 \I {{[ / 0 c CHESTER A.k COLLEEN � / � / �� BUFFER ZOLiE TO \ \ I{ ROOF PEAK M.JACKSON �S / �� ARI_A=173,3894: SF OFFSITE ISOLATED \ \ t \ 1 \ 11111/ / STORAGE SHED ElEV-190.1't 25 BURR tMOPOD { 6 24 (3.$8 AO) VEGETATED WEILANo \\ ! { It 1\ \\I I I I� I MAP 74 PARCEL 26 " �._! r r r �3 1 ! I \ III{£ L FENCE LINK 025 / 1 / - / ! 1 III If { FENCE n M ♦ n l i ti lz' r 1 HORSESHOE PITS/ { TBN IN III ! J TOM �~ S TREE / 18'TREE GROUND I I{{ { / t APPROXIMATE L118T OF WATERSHED PROTECTION DISTRICT 12. r14'MAPLE ` \ UV£ r SPiXE C13 EUEV.-1B4.1* 12" / SP1KE \ { EL 162.77 { / / (AS SHOWN ON THE'TOWN OF NORTH ANDOtER ZONING /F �^•\, r _\ 1 EEEVVV III 111 / MAP'WIN A PRNTEO DATE OF SEPTEMSM 2017 KO) (n�RIN=159.47 ry P_'S tiFP EIEY.=169.72 20' \ - ;2114' \ 4, Ia.` �) � 'li I{{ y Z R M=159.20 CAIFfl J LAMPRQN 1 ° II 05 SURREY DRIVE �''}� 14' 4 U DEED REFERENCES: OR 15522 PG 222 1 -~�7 4" 2 Qy 72' �t N 1 ` 1i1 iti 1 I _ DEED EON 1027 PAGE 126 MAP 74 PARCEL 47 20' I5' / 1 + �12' Fb{. { [ I III II �` I L 4LLJI DFEO BOOK 13569 PAGE 28 lXISINESS 1 12 / 12' l I ''. 1 { 1 11 I{ L 1 I ROOF PEAK / IB' 400.(0' 2 '•t 4 f{! I 4' DEED BOOK 156M PAGE 24 ELEV.=192.3i- ...� RESDENCE DI ¢ 16" 12 1 I I W = -DEED BOOK 15650 PACE 244 `•• ,y r 43 GROUND -....._ �OHLNO NSTWT BOUNDARY(TYP.) LP M Q N PLAN REFERENCES' I ETE=16&5't N/F 5U No--ev" NO-DISTURBANCE d 00 11 1917 Ett GEGRGE C,A: ZONE ZONE 0 N0.2215 PLAN N0.9754 GROUND CATHERINE D.FESTA 193t MHLO NO.2779 PLAN N0.P851 a LlEV=167.3'3 i5t SURREY DRIVE 1081 MHLO NO.5078 PLAN NO.999E �•q3 1 D8 2094 PC 284 11 - � J g PLAN NO,683 PLR!N0.11041 NAP 74 PARCEL dB 0 ^t PLAN N0.5704 PLAN N0.I0566 ROOF PEAK PATRICK S.A P n 10 ELEY.=190.7't SHERri L.DUFFY DH FIND PLAN N0.5677 PLAN NO.11481 •'•1• J...,' GROUND Q59 SURREY DRIVE IN 56 =�k PLAN N0.5672 PLAN N0.11464 S1EP/f ElEV=L70.5't DE 6238 PC 233 PLAN NO.6380 PLAN NO.71999 #4 4 p GROUND NAP 74 PARCEL 4 {TIPPED) W y PW4 N0.5562 PEAK H0.£3510 3TIRn�' ELEY.170.5'3 S� PLAN N0.$925 PLAN H0.13543 , �8/la p1"p�.��EY , ROOF PEAK PLAN NO.7079 PLAN H0. .5454 >q p C J_ PEAK NO.Ml PLAN H0.15521 'LRC(i" ROOF PEAK ELEV-196.9'* T PLAN no.9386 PLAN H0.15686 2) FLEV=195,2't a Sop� &S p F ~ 'PLAN OF LAND IN NORTH OI'FR,AHD NA55'ACHUSETTS O,477,k 545 •'n1. BUTTON STREET'BY THE MORIN CAMERON GROUP,INC .0 DATED JULY 2-1, /JC. b N/F . .. ..A Z (n 20I9 AND 51ONFD BY THE NORTH ANDOVER PLAHNWC BOARD ON JIJLY 30, §r �' [RSA DAVID VDI � 2019. 7 SURREY DRIVE OF DE AND PLAN REFERENCES ARE AS RECORDED 1N i1E ESSIX REGISTRY DO 7353 PO 2B2 OF DEEDS,NORTHERN OiSTRrCT. MAP 14 PARCEL 28 ® Z O - PLAN 0F SCALE:1'=40' z 1 ksJ soFOR PERMITTING ONLY Al THE MORIN-CAMERON GROUP,IND. 20£9 PROJ.#3454 DRAWNG J454-BASE < s !Z $a N CAP WATER SERVICE SUTTON STREET CONSTRUCTION GATE INSTALL NPDES PEA MIT SIGN (PUBL1C•62MDE) INSTALL 30'XW STABILIZED PRESERVE AND PROTECT EXIST.TREES(4) PLACE SILT SACKS I IN EXIST,CATCH CONSTRUCTION MAT CUT AND CAP EXISTINGGATE - / \ BASINS{TTP. OAS SERVICE GATE CE AT - \ \ caJSTRucnoN rTNCE D 6-'. / \ \ �rt / 1614E ~I6z2 I675 9 5 5 5 AILS S / MAI BOX I y O s Q. ssas s 5�_.'._ — — 107-1 Vk Ostw ( \ ® * ' \ `1 A � ! Y �l / f fM1 LP �nsse7rs� -£li 3 CONSTRUCTION SECURITY FENCE AND M1Y=15.04 Tf SILT F MCE COMBINATION(TtP•) 8 8 CS REMOVE UTI y i 1 REMOVE LIGHT POLE LIGHT POTS R DYE II SfGH 57, 4, I{ \ 6( ! 1' / I / S q• -_ \ \\ 1 (i0 BE REMOVED) -r-_.TG4 15.31 D NATION BOX TO BE REMOVER\ \\ } I w REMOVE EXISTING I t 25e x x 7 TI 1/ !/ � / }} V /�� !MEGAS TER "I � PAVEMENT / 6.t I I/ 1 // ,.,, I / TI gl HYAC IJ PUMP,CRUSH,AND / 57AI � ! VNIT 1EEMOVE CATCH UANNS d /ram/ AND DRAIN PIPEd!I // 5�� \ \ I �}�I I \ 1s j 1 / \ -IE4- !M1\\ REMOVE / 62 157.63 t7Asl ( \\ / \ E10STTNG PLANTING r'' PAVEMENT/ AREA l6.J' /U11LIfY ATC / ConC.PAD/� y ONC.RETAiHrtJG ! & kl f ea• 57.77 / CB m \ + 1 s RM2 153.53 CR 6 IMAIL13Ox PLAnTING 16 AREA x wausTosE _ J d_ h N 155 1 i � REMOVED i 'n HYAC 1 0 1 / I ( �a aTi v� �. 1 /"- L 1 C&NC.PAD (COTES:_ \ v 1 \ g /1 f�J i� L07 ONE RE I UNITS / 1 I I + 6 \ FIELD 5 YE&MORTARS ' 21 1 UPMTY PATCII TAINING WAtt. T.TERMMATE MST.WATER SERwCE LINE AT MAIN LIME IN 1 ! / T SUTfON STREET, _ REMOVE LIGHT POLE 2.TTRTaMATE EXIST.5TW€R SFRYCE LINE AT MAIN LINE IN o SUTfON STREEL co 1 !I! / IPRESERVE TREES TNILRIi POSSIBLE, Rill=158.881 1 I // //s y F= m s s pj 15sa x 15x55 } I / /� ! �/ - I t I 1 1 I (�L� !j f �I / I MULCH SOCK AND SILT i >� �'' FENCE COMBO(TTP.) 9 G >q$58.7 ' -- _.---- 15a9t x / �/ / EX#S11110 8UILDlNG RAZED AND ASSOCIATED \ �� \\ \ �\ I8p r I sacs ff / STRUCTURES TO BE REMOVED \�\ �� \\ ��\ �\ 'e ~ T 1 s IT 1 ( N n J / REMOVE TREES ('�V t2Of N PRESERVE AND PROTECT EXIST.TREE r� \� °a• \ \ \ 1 \ \ 1 t i i + I IVL F- W CL Q LIt N O it / / O i3 it I11111 ! f 8 Z 7(n U ~� 1 HORSESHOE PITS / Af 1 1 11I II I 1 >< N O cn CL7 ,. SILT fENCE{IYP,) _ Q "z• Rip GA�UBBEEDDCG) ` j \ 1 1 III APPROX EJMIT OF 100'BUFFERS \ w III I I r ('•�• f].' .f ZONE TO OFFS4IE ISDLA7E0 /c? O ® ® • /' VEGETATED WETLAND i i) - tg r`�.Y I f ` ( I I} I --L Vn . . . . . . . . . . . . . . . 50'ND-I ZONE PRESERVE AND PROTECT Z Z Z EXIST,TREES(a) o o1 25'NO-DMIJITBARGE ZONE } klao II PLAN � I SCALE: I'=30' PRESERVE AND I = PROTECT EXIST. ©Z T+? TREES D ,5 3G FOR PERMITTING ONLY ®THE MORIN-CAMERON GROUP, INC. 2019 PROM.#3454 i ZONING TABLE:BUSINESS 2 DISTRICT J 100± SF'141 LOT 1 AREA- , I DESCRIPTION REQUIRED PIZOPpSED(LOT f) PROP. I 0492 SUTTON STREET LOT AREA 25,000 S.F.LON. 141.100k S.F.(3.24*AC) CONTKAMOUS BURRING AREA 18,750 SF.iR 120241 SF.(2.B9k AC) SH (4)H BILL SUTTON STREET smL I afV^ ri1 s EIGHT MAX 55'INAX. 54.8' p DY1L LOT WITH 1F10'ON. 26V± K� (PIJ);L[C•62'W]DH) S PflOP.RET.WALL DML �V '`.'Z u FRORTAGE 125'1NR, 271.29' FRONT SETBACK 25'NEON, 27'(3) � 5!DE SETBACK RESIDENTIAL 25'+i5'1AN.(2} 4Z'3 ( t9K't ( APPROAWATE H.YJT OF (2) () PROP.STOP SGN ? t o 0'(EAVE}(5) Spy 2 I - _ INN 2 -_ WS]R1C�,- PROTECTION k U HEST SIDE SETBACK 25'MI1J. 1'(FOUNOATPOH)(5) T 12' 12' CS LffN0.4TACf=271.29'» BUSINESS I o EAST SIDE SETBACK 25'11IN. 20'(EAVE)(5) 26B'TAT 1HDTH • fi0�� ai . 22'(FOUNDATIONxS) r ZgyU1�6 BACK _ REAR SETBACK RESIDENTIAL () 30'+Ts'LRN.(2) BBN* 2 FLOT DEPTH 4 FOR id OF FRONTAGE a3t OR 2� d 1r•``. LOT COVERAGE MA 3.7 X FLooR AREA RATIO o.7Ix1.G 1s:3.o 3 (5) .,} I V SMACK(FOUNDATION) BUILDING 1 f„ � DWELLING UNIT DENSITY N/A Im UNITS (58 a sTIxIEs) ` V SETBACK(EAVE) (49.ODOk SF GFA) A M1�ry8 (1)A POR710N OF THE PROPERTY FA€LS Hi7FRN 7Hf WATERSHED PRDTECiMN _ - ( OT. �_ a = y), I 2 HAN C E Ep I ) 22, V N` (2)NORTH ANOOVER ZOiiGNO BYLAW TABLE 2 FOOTNOTE 2: "ADJACENT TO •. "r � RESIDENTIAL DISTRICT, ADDITIONAL FOOTSLOE OR REAR SETBACK SHAiM. BE REQUIRED,THE FUiST IN 15 FEET THE TOTAL SETBACK ABUTTING THE ^ RESOSCAAL[HSIRICT SHALL REMAIN R AN AND GREEN,BE SUITABLY — xrJ��p 1 LAN6�APE0,11NBIKLr UPON,UNPAVE6 AND NOT PARKED UPON. �,., I ,x:�.�':•:•::- -;ir . {3) OF TFASEI 10 N TOM (4 TO NORTH ANDOVERDOVRR 2ONHC BYLAW-SECTION F95»7.44;"A PARCEL OR PARCELS COILECRVEL-Y COMPRtSlNC AT LEAST THREE ACRES OF LAND Q - :-'• LOCATED VITTON A BUSINESS 2 ZONING DISTRICT AREA ELIGIBLE FOR A WAVER b + OF THE-MAXIMUM H©MT,FOR RESIDENML NUlTffAMq.Y DWELLINGS AND " I MNHDUSES,DESCRIBED UNDER TABLE 2t PROVIDED THAT SUCH A WAIVER C) �& � 0 1 -'}�'•.'• 3 SSA ap 1 I SHALL NOT PERMIT A STRUCTURE TO EX=MORE THAN FOUR STORIES AND 0 65 FEET DE HEIGI4T,AND FURTHER FRONDED THAT SUCH A WAIVER 35 GRANTED PROP. I 12 y & L�AADRIOI BY THE PtMPLANNING BOARD,AS SPECIAL PERIL CRA.NTWC AUTHORITY,AFTER / pS,yTN p StGN�I PEDESTRIAN �� I F �+ CURB RADIUS 3'(11P.)PROP-S� 7FiE PLANNING BOARD HAS HADE A DETER HVATION BASED UPON I -� ALL PARKWD SPACES SHAlI - CONSIDERATION DF THE SPECIAL PEMT CRNEPoA DESCRIBED UNDER 195-10.7A r A WAYFIND]H SIGN I 5 DE 9'WRU 1(M8'LONG 3 PROP.71tA5H OF THE ZONING BYLAW. (5)REQUIRES VARIANCE RECYOUiG DOOSURE m Q� VC 25'G 25' 125` ' 25 PMKING SCHEDULE:NORTH ANDOVER ZONING BYLAW SECTION t95-m.A;REQuNM WULTIFAmY(1) I 7 B - �, •' STU1No(2B}. 1.25/UNET•26a35 } 7 7 •;.;r("" 1-BED 55} 1.5/l1NIT�55=Q3 .~ y .� s 1 I m m o> o+ zza c sPois�106S CT BgMHOAII IL f PROVIDER 95 SURFACE SPACES +EjqMEME SPOTSI i ! 214 PARKING SPOTS(INCLUDES 10 HANDICAP SPACES) 10 7 214 SPOTS/136 U18TS=1.57 SPOTS/Ui-0r(1) (1)PLANOO BOARD SK13AL PERMIT REQUIRED fie SURREY DRIVE I . VOU ------- -------w--- r NORTH A14DOWR VEHICLES AND TRAFFIC BYLAW SECTION 1BD-2:REQUIRED.HANDICAP PARKING XI+.VSlCAP PAPoaIa �j } IF MORE THAN 200 SPACES BUT NOT MIRE THAN M.2X OF PARION°OR B SPACES, SEE Du)&me vivn4soxs VGC WHICHEVER IS GREATER L I y II w m 214 SPACES•0.02=4.28 C 6,6 DACES REQIARfO � '➢� 'r ; 2 2 BUILDING 2 p?� PROVIDED:10 HANDICAP PARKING SPACES (44 URITS, I O L�90D ^:.I r`:r •,:�... .•:y":•.,. STORIES) �+ 1 STREET UASSACNUSETTS 521 CMNR 23.2.1:REQUIRED: ACCES53BlE PARIItIC SPACES fi0't c _ I �,:. •,•..`::: "•.• '...' ` ' " {50,QOq{Sf tl - ,_}+,:: ..�- ' CFI) ! PROVIDED'.10 SPACESS 7 SPACES LEGEND: I � � BUILDING 3 J25 SURREY DRIVE -4 INDICATES TRAVEL { o°D I (3 0t 5F WA) 3 STORES) DIRECTIGN N ' ( � '_ a LANDSCAPING �I j4 HAN C TIED / `}`y; OVER GARAGE I n- Yf 4 PAINTED ARROW I - �.. PAND �'� `TYPJ i I x F�7.••.�. HANDICAP PARKIN O SPACE 70'* #35 SURREY DRIVE +- .��._�C..�.l-�....L__-.- �� `.�...: ----�, _ �., o APPROX.UNLIT OF 10G BUFFER ZONE TO OFFSITE ISOLATED / ••—.. -_... - . 1 VEGETATED WETLANDSL _. _ I `■0 PROP PENCE(TYP.) I F-- f — •^••• •—PROP.WARM #43 SURREY DREW � �§ AND M AN SS� 01 SURREY'DRIE 50'NO-BUILD ZONE J EASEMEHT(18,000*SF) 25'NO DISTURBANCE ZONE I J _f 059 SURREY DRIVE O #67 SURREYf Z 4!1 PLAN DINE II!! PROP,EXCLUSIVE N' SCALE: I•=30` 1dAGtN91AHCE, • • 1 DI L �• 0 15 3D 60 (11,0001 Sr') LOT LINE O y DRIVEWAY EASEMENT FIGURE: d. d ®THE NiDRIN-CAMEHDN GROUP,INC. 20t9 FOR PERMITTING ONLY PROJ,13454 oB oVH t V; # EB 4 � RIM=f58.46 � p�p�®$ N 1BM=S5&T3 CJT 5 INV.IN(CB 4)=152.23 PoM=15&35 152.54 DMH 2 INV.IN=]56.17 INV. =153.97 INV.IN(CO 5)=152.23 _ a m� ENV.WT=156.05 INV.OUT=152.23 (D) NY.INU=IN(OMH 1)=145.75 p /492 SUTTON STREET OTY.IN(0}=145.79- ---- - - INV, M(e)=145.79 d° SH INV,WT=145.64 U �_ �� \�\ \\ \ RCP. 4 \-~._-C=~� Div R� SUTTON STREET ' a D k�_ 18 p` / `x x1625 (PUBLIC•62'WI1JE) / \! I ' / w J i 1 4Q5g�TO NEARE5,1° n `�'� b w A y Vrt01)R 1 b1 AREA I ! t 5 x S sSXB 1\T2x 1 182• J-F-183 ^� e..=.`��-�"'\ _T I t f f S CAB 76 APPROWME LIIdIT OF \ I ` 2"i o go WATER SNED PROTECTION TOW=187.6 / � t AISTRI7 Ej y x 55B.s \ �_ 'x•I / �~_ -- ! l �163� >x aTFILTRATION SYST73d t r SN7TEw1620- �l3 </ 1577 y /J / �ti ' \ ! Br -^..... ^.. ^_.,...-•-�;-- �----- RIM058,78 \\ y f € .DMH ��\ tl ___€6a___-- \ \\ 4 I , DRAIN PIPE SCHEDULE s 1NV.IN(n)_I61.17 ts715 / 1 / PIPE = Inv IN(6))-151.30 \ CB -. (r ! 1 m t �.D�!G I I ®'/ UPSTREAM DOWNSTREAM INV.IN/WTatd J}D 6 a) 1' RCP IRiLI-J .B // / \ Jl I \\ / b `�rSY+ERACE'GRADEI 6&10 f o r STRUCTURE STRUCTURE RTM MYFRT INVERT LENGTH DIA SLOPE NOTE x { t5a 5o r ! INY�f 41 / - 1 y i \ } 94011g](Jf{T54,4 (US) {DS) (FT) (IN)(FT/FT) \ s56.55 x I/ 1 SV P=5�h0 r� �, 1 -2 FFa168.8 I m I CB-1 CDS-1 165,00 16150 16248 32 12 D.010 COORDINATE SITE "t �� 1 Cl7•T50.51 1 rI I 1 OB-2 CDS-I 165.00 167BO 16258 14 12 0.016 GRADING WITH THE - 5 f 7 SENIOR CENTER �g5 / �� y T 1 I / COS-1 IS-1 I65.56 162.40 162.08 32 12 0.010 CONSTRUCTIOT! 3// / *T \ \\ �€ i 1 I! 1 1 FWNDAWN AD-5 IS-1 167.45 164.13 164,03 5 B 10,020 PVC X /J^\\ 6d• / I -- !rf GRAIN AD-6 IS-1 i67,45 180.13 164.03 5 B 0.020 PVC s RIM=158.30 15z Fs 1 1 \ r \ / / AD-7 TS-I 167.45 164.13 164.03 5 8 0.020 PVC u �+ INV=15l.94 1.45169.6' 1 ! 6 I _ SUMP-151.50 1 \ \ - r� / / jg] To-1 ,,j (' AD--8 0167.85 165.14 164.10 104 8 0.010 PVC B€ \ 1�T INFlLTRATION-snot 160 ° - '/ RO IS-1 - 164.33 164.03 15 8 0.020 PVC m m ^I - \ 4y 1 1� BOT,SIOHE=782.0 161 / !tl AD-f DS--1 567.50 165.25 164.03 113 B 0.010 PVC r t _ \/ ; w' /B� 1>•I&&7 \ cas3 /�^ y f //! (� AD-2 TEE 167.5D 104.75 164,48 12 8 0.024 PVC ¢ `4� A. .N k & G�L ^! 1y i 0 5 AD-3 CIS-1 167.5D 164.75 164.61 7 6 Imm PVC ocs-t a-3 �w�] ° /� I1 t ! i 55.0 1W AD-4 OS-1 167.50 364.75 164.63 6 8 0,020 P5^C xiB7.5 �� 1 •16&5 ° LYB- 0 m` , x`I \� I I ♦ I! 151.Ot BW RD IS-3 - 16...20 163.20 i0 8 D.020 PVC i n• / 1 / IS-3 DUH-3 163.50 15&32 22 12 0.235 < J b € \ �\ /r%y i i AD-I / A�3 I I➢-1 / 'te_4 y !/ i DRAIN EON A. Iss.4e \\\ \ teos \\ // 1 AD-2 �/ / r/ 4' DRAIN IS-4 EOCS-2 - 466.20 165.60 45 2 0.016 PVC o, d, w l5a-eI 1 Gx� ♦\\t 1 �6,.6 . 17 t \T1(y161 IFs.€ t/f�\l J1€I y3yM-2 DS-1 170.14 0 164.95 30 12 0.05 DS-1 OCS»1 - 163.90 183.78 25 12 0.005 -3 CD- 167.20 103.65 166.31 14 12 0.020 N CB V= 8t B-4 CO3 167.75 16165 163.011 32 1 12 10.020 SFw C05-3 ES-2 167.84 16293 16251 21 12 0.020 G $� � F w z • T I 7ANIS5 Ti., OCS-1 DMH-3 187.71 159.00 15&55 33 72 0.023 z 5aef x / J yb9--- _ \ ) \ \ \760 \ uIN I IS-2 DMH-3 - 162.50 158,32 23 12 0,182 N CB-5 OL€N-1 160.B5 156.75 156.55 10 12 0.020 TD»T DMH-1 15&50 157.20 156.55 35 6 0.019 #19 SURREY DRIVE ! 17 \\ ♦sJ \ \\ \ ' 1 4 € 4 TD-2 0MH-1 160.00 15&70 156.65 64 6 0.062 1 • r.,...J � \ , \ \�1TN7T\1A D\E p T LMH-3 DMH-1 166.50 15&22 t58.55 93 IWLlEA71ON SYM 4 DNH_1 W41-2 161.13 158 €2 0,020 =165807 STORE 169., 1 1 1 1 DMH-2 CDS-2 161.10 15&791 IM651 96 12 11W 48 6 �' N \ \ IS-1 CDS-2 162.00 153.84 114 1 0,072 xt70.5 z 10 STREET COS-2 PROP.DMN 158,4 163.551151.261 55 1€2 0.042 4 GRADE AREAS ADJACENT TO PROPERTY BOUNDARIES TO DIRECT TO AR KING AOFF NREA AMENITY f25 SURREY DRIVE BUILDING 3 SPACE ! AVERAGE OR11DE-170.1 T f 1 1 ! I ' !#1lIA]HG HETCHT=463 FF-171.€ r 1 �c 1 1 LANbSCAM I `I I ! ♦ yy of LL Cf=160.0' 4 �s/ <;- *� OVER CAtt&M�/ + .- T �s Q a � r O(TYk'.) Wit]+ r 1 # ! P I� PATIO Ln g ;¢35 SURREY OPoYE \ i' APPROY LB.OT OF 100'BUFFER ' j 1s'K 18'€NNLTRA7FON TRFNCN ..- C� ZONE TO OFFSITE i50LATW �s- j s I ` Z • VEGETATED WETL4NO 16 16 ca CH1 - SLf F Na AND ` - ''''y/ -€6 166 IBM-159.47 Rod=1W.20 \� LBdfT OF WORK ///( 5 +\ � - `f -�..-� ,t - � ,64 i JJ1111 I C 7 1€E � \ I 143 SURREY DR14E d61 SURREY DRIVE -.50'NO-sU1iD ZONE ' EXIST.7RFE TO REMAW(TYP.) F70 1 ST.BERM TO REMAIN 25'NO-DISTURBANCE ZONE Ld 150 SURREY DRIVE r E67 DRIVE PLAN z Z z ORIYE SCALE: 1'=30• Q Q z G 15 3Q 60 FOR PERMITTING ONLY 0 THE MORIN-CAMERON GROUP,INC. 2019 PROD 13454 PROP.IF%8'IN TEE (2)IF DI DATE VALVES (1)W OF GATE VALVE SYH CONNECT TO EAST.OAS MAIN WH INV.86l "48TO BE VERIFIED BY OAS COMPANY) - RIM=16 94 , INV.IN=151.72 PROP.SWi-i INV.(2)4'PVC FORCE MAN=156.34 - UP RB1=162U INV.4'Cl FORCE&M IN-155.20 NIT 9TV.153.30 INV.BUT=155.19 z up We I"I p deb .MpyH(RECORD}W El w w w W w w w w^ NG W �� PROP.SCO 3 GC 12 E 5 { 5 s s ¢ dt� W4 sH)I54.51 D BUTTON STREETy 5 s s s 6 s PROP,UT)=15i.A7 U _ � w arx a{w anv o>iw aIw '^ altw oHw � P (PUAL[C•62'WIDE) 5_s q7W�KO r Up UP PROP.4'CEu DOMESTIC WATERrc' UP UP ) YsC TkH s SERVICE AHD 6'CIDT FIRE CE CG1$ PROP,60 TF IF PYC PROP s (SOH-35)SEWER �53,64 Q .OMM fT T v.( TT 153.64 , WY.( =k53.50� a s = �== _ - _ _ _.:..-�SMH 8 o er- s £ W - -3 D RIM=157.97 A`Il l48.66 PROP.GAS SERVICE(TYPE, APPROIL LIM OF WATERSHED PROP.W*r PROP.9 LF 8'PVC P' TEE(TYP.OF 3) ECOMPANY)SIZE BY OAS (�N35)SEWER PROTECTION DISTRICT �$ PROP.$'R8'DI °k PROP.45 LF 8'PVC(SDR-35)SEWER S=0.006 FIAT TEE(1)?.OF 3) S=0,O05 FT/PT GARAGE15 B�FAIN CONNECTION 2 ,� $ 1 PROP.47 LF B' —SAPBTARY Sd_W'ER CF=158.5 PROP.167 LF B'PVC(SDR-35)SEWER PVC(SDR-35 CBNHECTION S=0.005 FT/FT(SLEEVE SEWER ALONG f u.f PROP.H65.4 SO 3 PTV.=154.15 DRAIHACE SYSTEM) S=0,005 FT/FT s� WV.(W)=153.92 I INV.OU $ LIGHT POLE LIGHT(TYP.) y PROP.GAS MAT+(TYPE, P!_ ! D ELECTRIC, TELEPHONE AND CABLE NOTE: / LOCATION,SIZE BY CAS 0 I LOCATION OF ELECTRIC,TELEPHONE AND CABLE UTILITIES TO BE DETRWFD BY m COMPANY) j' o o SERVICE PROVIDERS, c-V _ WATER AND FIRE NOTES: 1 ell— o-O _ _- _-,"_-� I 1.SIZE AND LOCATION SWU BE VERIFIED BY THE PROJECT PLUMBING ENWEER PR10R TO CONSTRUCTION. o. m_ m 1 1 2.WATER MAIN SHUT DOYN SHALL BE OOORDINATED WIN THE NORTH ANDOYER WATER DEPARTMENT AND NEARBY WATER CUSTOMERS. - � I I I 3.ALL PROPOSED HYDRANTS SHALL RE CLOW EDDY,OPEN LEFT. rb d A n PROP.215 LF B'PVC I ! ($DR 31:WEH PROP $'CM I PROP.SMH-4 z S D.OD5 FT/FT IWATER MAIN I RD1=170.70 __ - INV.OUT)=$55.87 " o b J I - -------- PROP.HYDRANT PROP.SGO_2 AND 6'GATE RAJa170.72 a o z O Q• r • • VANE D1V.IFI)=15594 8 8 � z r PRDT=SM.40^.,._j 0 a a 0 INV.OUT)=15592 _ N I L4V(LV-k54.e6 PROP.6 LF 6'PVC INV.(OUI)=154.96 j'" m PROP.OAS SERVICE(TYPE, (SOR-36)SEWER f PROP.SGO I LOCATION,SIZE BY GAS COMPANY) S=0.005 FT/FT If+RBI-170.45 !- 1 0IK(w=155,02 I- s-�--s s s 155.99 N y' i =ss o2 I PROP,4'CLDI —w. FS PROP,5 LF B'PVC P OO4!ESTIC WATER PROP. 6' DS (SOR-35)SEWER SERVICE AND 6' �" S-0.005 FT/FT �' CLDI FIRE SERVICE M TF SV C{180.0 Ri .2 I U H PROP.PROP.172 LF B"PVC I WATER PROP.13 LF 8'PVC p- DTV-163.=153.45 (SDIi-35)SEW1R PROP.23 IF 9,PVC S-0.005 FT/FT SERVICE (SDR-35)SEWER (SOR-35)SEWER S-0.007 FT/FI = u` Fz S=O.D05 FT/FT PROP.25 LF 13'PYC / �� T 4 PROP.4"C01 DOMESTC a � (SDR-35)SEWER GF=I0.0 S=0.005 fT/FT // WATER CLD TE SERVICE ME AND 6' I N a cn �z ��APPROTL LIMIT OF IOU BUFFER ZONE TO OFFSTE ISOLATED VEGETATED WEIkAND - LIMIT OF WCRI( ! -~ -� �� ✓ 1 Q Clp T - - _ - _ __ � � _ _ � _ qV u- 50'NO-OU0.0 ZONE _ _ 25'NO--0k5DTRBAMCE ZONE 1 � PLAN � SCALE I'=30' _ z D 15 3o 66 FOR PERMITTING ONLY a 0 THE AIORIN-CA)AERCN GROUP,INC.2019 PROA J3454 IP 16-_1 TP 16-2 TP 15-3 TP 1-4 IP16-5 TP 16 M TP 1- IR la-8 0' SURFACE ELEY.A 162.5 0" SURFACE ELEV.=165.0 0' SURFACE ELEV.=166.3 0" SURFACE¢EV,=165.1 0' SURFACE ELK=166.8 0 SURFACE ELK=167.8 0' SURFACE FLEY.=167.7 0' SURFACE ELEV,=1$7,2 C}- Ap:SANDY LOAM Ap: SANDY LOAN Ap:SANDY LOAM Ap:SANDY LOAM Ap:SANDY LOAM 9" Sr.SANDY LOAM 11' Ap:SANDY LOAM 8' Ap;SANDY LOAM 10' ; Bw: SANDY LOAM W 16' Dw:SANDY LOAM Ap: SANDY LOAM Bw:SANDY LOAM IS' Be:SANDY LOAM o $42• 21' 21" - Bw,SANDY LOAM 21' 21" _U: _ 25'ESHGW Bw: SANDY LOAM 24' �,,,� ,_ of p 31`ESHGW 33' 33'ESHGW 30'v / _ 36"ESHGW 8a z _ 37'ESHGW 37'ESHGW •ESHGW = 2C:SANDY LOAM 2C; SANDY LOAM CRAWLY 2C: SANDY LOAM GRAVELLY 20: SANDY LOAM U 2C: SANDY LOAM GRAVMY 2C: SANDY LOAM ORAVEuY I _ gift GRAVELLY 20: SANDY LOAM GRAVELLY 2C; SANDY LOAM �_ OR GRAY€LLY GRAVELLY 40 65' 82' ), 84' 89` 88' 91" 94" .15E fib y 1•'4 TP 15-9 TP 16-10 E 1.6 11 TP 16-12 TP 16-13 TP L-14 ILLS TP 19-2 SURFACE ELEV.=164.1 SURFACE ELEV._157.5 SURFACE ELEV.=359.7 0'0" +3. SURFACE ELEV,-104.0 }3. SURFACE U EV.-164,6 +3. SURFACE FLEV.=160.2 SURFACE ELEV.-166.0 SVRFACE ELEV.-16CO 0" 4' 0, ASPHALT LAYER 0. ASPHALT LAYER 0' ASPHALT LAYER U' rvwo� V HIM: SANDY Ap:SANDY LOAM SANDY LOAM LOAM/LOAMY HIM:SANDY ><-G"HTM:SANDY LOAM/LOAMY 15" LOAM/LOAMY SAND SAND MIX SAND MIX 1y Ap: SANDY LOAM Ap: SANDY LOAM Ap; SANDY LOAM MIX 20• D+r LOAMY SANG 22' 25' 31" 33'ESHGW 34'ES.'IGW 2C:SANDY LOAM rc - 40'ESHGW _ 35'ESHGW = 35'ESHGW _ 36'ESHGW GRAVELLY 2C SANDY LOAM 42' - CRAWLY 48' 45' - 50• 4B' 53'ESHGW W ESHGW 2C: SANDY LOAM M. SANDY LOAM 60' CRAWLY ` d _ 2C: SANDY LOAM ��Y O GRAVELLY SANDY LOAM GRAVELLY GRAVELLY LOAM 2YY LOAM a 7. 1 I n GRAVELLY a 0 N 102• 100' Y. 102' 33 p a ` 11D' 113' 111' 1'i 23 5 1I?19-3 TLL-4 TP 19-5 IP�-6 Lt61 ILLS s TP 19-9 0' SURFACE ELEV._V57.3 0 SURFACE M.=167.2 0' SURFACE ELLV.=$67.4 0' SURFACE E1 .-164.3 0, SURFACE ELV.-160.0 0' SURFACE E1.EV,-160.2 0' SURFACE FLEV.-£62.0 0) SANDY LOAM Ap: SANDY LOAM SANDY LOAM Z Ap:SANDY LOAM 4: SANDY LOAM AP� 6" �' ¢ C.3 Ap; SANDY LOAM 11' 10' 10' .J 13' Br:LOAMY SAND Or.LOAMY SAND H.. LOAMY SAND Bw:LOAMY SAND 0": SANDY[CAM/ 22" x- - Ow. LOAMY SAND 21' 20" 21' LOAMY SAND MIX Or.LOAMY SAND 237 26' _ r3 29' &SANDY LOAM 2C- SANDY LOAM C.) N ZE GRAWILY GRAVELLY 2G SANDY LOAM GRAVELLY SANDY LOAM �[ Ll 35'ESHGW 35'ESHGW 36'ESHGW _ 35'ESHGW _ GRAVELLY 2C; SANDY LOAM GRAVELLY S4• W �n�" GRAVELLY 2Q SANDY LOAM (./) GRAVELLY SANDY LOAM 40' ` 40' - 41'ESHGW 40"ESHGW GRAVELLY Q GRAVELLY _ 46'ESHGW 44• / /, 45' Z 0 '�• 49' n /, , O 55' ir- n e TP 19-10 TP 19-11 eorroM of TEST HOLE(TV.) 0, SURFACE EtEV.=163.0 0, SURFACE ELEV.A 165.3 J W C": SANDY LOAM/ - � G":SANDY LOAM/ LOAMY SAND MIX SOIL LOGS F p •. LOAMY SAND M1% J z 21" DATE PERFORMED; JU4E 23,2016 A APRIL 8,2010 PERFORMED BY: ALEXANDER F.PARKER,S£01848 30' 20:SANDY LOAM �• 35" GRAVELLY YATNESSED BY NORTH ANDOVER BOARD OF HEALTH ESHGW 20: SANDY LOAM ESHGW L! v V) GRAVELLY 45' J J Il. z FOR PERMITTING ONLY u 0 THE MORIN-CAM€ROR GROUP, INC. 2019 PROA 13454 - 2'X e WOMEN 14-S 0 12'EACH WAY STAKE TYPICAL SIGN TOP AND BOTTOU FILTRE%%SPILT SOX% (12•-le TYPfCA1.1 B£PLAN 2'CLEAR CATCH BASIN CRATE ail AREA TO B PROTECTED '']]'' 1—(�') WORK AREA I 12 CATCH BASIN 02 • • • Q g CATCH SILT SACK CRATE -�� C ACTED SUE3GRAOE TOE rDDTWC �..I :,V;: s_n BASIN SILT SACK 12" 12' 2 CLEAR ENTIRE PERIMETER € ?? 2"DNA.STEEL POST 4,400 PST MJLI.COMPRESSNVE FEtRETIX SILtSOXK SECTKYT STRENGTH CONCRETE r THICK - 14 EXPANSION CONCRETE DUMPSTER PAD RESTRAINT 1'REPAR FOR NOT TO SCALE _W, g BAD REMOVAL w R SECTION STAKE 04 10' FLOW s 4CItAN�EL 0= w p LINEAL SPACING (GALVANIZED) I. INSTALL SILT SACKS W EXISTWO CATCH BASINS.INSTALL SILT SACKS W NEW CATCH BASINS AFTER INSTALLATION, WATER FLOW— � zo u 2. GRATES TO BE PLACED OVER SET SACKS DOWNSLOPE 3. SR MCX SHALL BE INSPECTED PERMCAL€Y AND AFTER AEL STORM AREA AREA TO BE LANDSCAPLD AREA � �® EVENTS AND CLUMNO OR REPLACEMENT SHALL BE PFRFORNED WHEN WORKPROTECTED STAKE ON 10' DEPTH OF SEDDIENT IS YAW 6'OF CRATE - LINEAL SPACING POST SECTION F'9.TRE7DC SILTSOXX PLAN NEW NJ.& �S'Ts n SILT SACK SEDIMENT TRAP STDLwALx NOT r0 SCALE - 2'OIA CONCRETE SUPPORT OR FW. CT{ADE H g n. Xl— NDWASHERMULCH SOCK (Nor ro scALE) 411i DETAIILLSS NON GN BT VAN ACCESSIBIlE IM IM VAN ACCESABLE FOR SIGNS SPACES ONLY IN LANDSCAPE AREAS Eisl MO NTING PARTIAL ELfyATIOtt a� CONERUnGN ENIBANCrS C D 5 SUTrON STREET 1, gE�FORED CO I NS€RUCTION ENTRANCE SHALL B 2-4"STONE, NOT TO NPOST S ACCEMBLE..PARKING SPACE SIGN a a STAPLE 12" NOT TO SCALE 2. THE LENGTH OF THE STAR IZFD ENTRANCE SHALL NOT BE LESS THAN 40 FEET. r ON CENTER STAPLE 12' -ON CENTER 3. THE WIDTH OF THE ENTRANCE SHALL B NO LESS THAN THE WIDTH OF THE INGRESS WHICHEVER IS ON EGRESS O 91 S r)1 M.U.T.C.D.LEGEND WIDTH HEIGHT SYMBOL PoVE,OR 16 FEET, WATER, r�I E 4. GEDIMLE FILTER FABRIC SHALL BE PLACED OVER THE ENTIRE AREA PRIOR TO ! I PLACING STONE 5. ALL SURFACE WATER THAT IS FLOWNG TO OR 6AUIED TOWARDS THE CDNSIRUCTION ENTRANCE SHALL BE PIPED BENEATH THE ENTRANCE IF PIPING IS IALPRACIICAL.A R� yE SPACE EVl?RY,g TO IV rYP. z BERM WITH MINIMUM 1 TO 5 SLOPES THAT CAN BECROSSED BY VEHICLES CAN BE MIN 1 o o �3 o SUBSTITUTED. TIC WILLS m z RI-1 30' 1. ® 19 F S. OR ENTRANCE SHAH.N A ONTO RIGHTS W A CONDITION THAT WLL PREVENT TRACKING - T t- _ OR Fl.OYAND OF SEDIMENT ONtO IUGIi15 OF WAY. THIS MAY REQUIRE PFRFMIC TOPDRESSING PATH ADDITIONAL STONE AS CONE)MONS DEMAND AND REPAIR AND/DR =- 'DIAMOND MESH FABRICCLEM OR TRACKED ONTO THT OF ANY MEASURES WONT OF WAY MUS€BE DREMOVED 6IkE,DIATELY.EHT �O,WASHED � / (BLACK EPDXY COATED) tg" \ (A1kN,jMLAP d n in H/A 24' RESIDENCES STAPLE 12", IE Vn SENIOR . flT W\ r' ON CENTER \ U U CENTER+ J BERM OR SCALE AS NEEDED Aj 8'LOAM&SEED \\I ( r� r1 f CL J P TO PREVENT ROMDFT FROM I ELEVATION - E � �; I11saHARcwa FROM THE SITE1 L I I I I- rml�l D VERIFY TEXT PRIOR TO ORDERPIC LL1Z = � W TOP RAIL UAL ON UNIFORM TRAFFIC CONTROL DEVICES AHD NASSACHVBTTS HIGHWAY DEPARTMENT R STANDARDS FOR THE LATEST SIGN SPECInCATIONS.TEXT,MENSION%COLOR AND NOMENCLATURE O N O �by�• 6'OF 2'-4' NOTES: FDICOARSE C£ Q of AAMOATE 1. BEOW AT THE TOP OF BLANKET INSTALLATION AREA BY ANCHORING BLANKET CORNER.END OR 4y `"(•�' Z J B DI A 6'DEEP TRENCH BACKNLL AND COMPACT TRENCH AFTER STAPLIND. LINE POSTS NOT TO SCALE � p C7 2. ROLL TT1K RLMET DOWN THE SLOPE IN THE NRECTION OF THE WATER FLOW. `� m l i 2'WASH 9" - C> 3. THE EDGES OF BLANKETS lIUSf BE STAPLED WITH APPROX.41NCH OVERLAP �g�g' 2'S0.WOOD PEST � p ll'l� HERE 2 OR MORE STRIP YADTHS ARE REQUIRED. - FIN.ORD. u 6'0 C. WRAP ATTACHMENT LDWI AROUND J CII ` 4. WREN BLANKETS MUST B SPUCED DOWN THE SLOPE,PLACE IT€ANX£T END OVER HEAVY DUTY END WITH S INCH(MIN.)OVERLAP AND ANCHOR DO'AN SLOPE RI ANKET IN A S o a POST TYfiCE I. C£OTEXBLE FABRIC NNCN DEEP TRENCH. a ANGLE WOOD POST SLIGHTLY UP 6. METHOD OF INSTALLATION SHALL B AS PER MANUFACTURER'S R£COMMENLIATIOFIS (3�SI rT�G c51i AA,_ SLOPE z UP SLCPE TB DRAIN 30' _ "',/ SETTEEI!ENT ASH IV Bm 0 LINE POSTS //Iy-I Zv p PLAA.N. PULL OR END PPOOSF S DOWN SLOPE— PLAN SECTION F< EROSION CONTROL BLANKET SLOPE STABILIZATION H STABILIZED CONSTRUCTION ENTRANCE DETAIL NOT TO scALE BE AS PER MANNUFWAOMaeS BURY FABRIC 6"IBM.IN x O HOT TO SCALE SKUMA`110% GRIND.DO HOT PUT SPOIL ON WFTLANO SIDE OF FENCE. fn CHAIN LINK FENCE NOTES ^a NOT TO SCALE AT FENCE N 1, r FENCE ro BE A�LsruLEo AROUND LIMIT OF W�RIt TO z PREVENT OFF07E MICRADCN OF SEDIMENT DURING NOT TO SCALE Z p Fro COHSTRDGTION, FOR PERMITTING ONLY 0 ®THE MORIN-CAMFRON GROUP,INC. 2019 PRDJ.P454 NOTES: I, PROVIDE EXPANSION JOINTS Al MIN.30 R.0,0.WITH gLE PRE-MOULDED JONT FILTER. . BUILDING FACE 4R \11—Ir YRTE STRIPE TYP. 2, PROVIDE CONTROL JOINTS AR 6'O,C. FIXED OBJECT .. (TYP.) 3, PROVIDE BROOM FINISH IN DWO71ON PERFEHDIWIAR TO CURB, NNEXPANNSIIOONN T SEALANT 4. CEMENT CONCRETE SHALL BE 4,000 PSI-TYPE U. (MEN RE00) � .p � �� >• � t� ,'UI: 3�� 2W(TYP-1 UNLESS NOTED OTHERWSSE I O T' ) EXPRRONJOINT iy. J rn s VARIESQii.' °i N gRg TWCK IN WNCULR AREAS) 4'CEMENT CONCRETE(6, WHITE PAINT WHITE PAINT CURB FD85H PAVEMENT W.W.MIS{ CONCRETE gill 10 SIDEWALK MIN III=1 M IN(TYP.) DETECTABLE ��• uzi I Ili WARHINO PAD - � d SEE NOTE 9 g 1/4-UP(UAK) T- �.. A 8"COMPACTED GRAVEL 59. PARKING SPACE STRIPING Cfl ENT CONCRETEE 1' MITE PAINT 1*1 � HOT TO SCALE (30DO PS-TYPE 1) ' CONCRETE SIDEWALK +r 10 +z NOT TO SCALE �RDJ AM 291PINQ NOT TO SCALE TRRSnON 4'WHITE STRIPING 2'-6' Q4� CURB UP O.C,AT 45'IN LOADING of 21'y TRUNCATED N AREA(TYP.) a DOME SURFACE CAP STONE o 4'W1tlIE STRIPE(TIP.) +" � w a 4('BITUMINOUS SURFACE COURSE GRANITE LEVEL PRECAST ODHCRETE w ` 2)'CNMINOUS UNDER COURSE a CURBING •,.� WITH AVEMENT MODULAR{TYPE VARIES) MIN.6'REVEAL NATIONAL STANDARD AI�,_ �� GRADE LOW POINT ACCESSEAiTY SYMBOL P �"�YT MIN.2'MOM WALL PAINTED ON PAVEMENT STR -�2' Q� TO PREVENT STANDING © `� w 12'COMPACTED GRAVEL BASE COURSE z FFr WATER AGAINST WALL � N07T� w SIGN z r =1114=I 111 (i14 IN RAMPS SHALL BE 5=I I III TYPES OF PAINT m I. WE MAXIMUM ALCOWRLE SIDEWALK ANO CURB RAMP CROSS SLOPES SHALL BE 16%(1%MIN. J 2, _ 12'IMPERNCUS COMPACTED SUBGRADE !. OIL/WATER BASED WE MAXIMUM ALLOWABLE SLOPE OF ACCESSYBIE ROUTE EXCLUDING CURB 136 PER LINER FOOT 18'»0"(TYP.) 3. THE MAXIMUM ALIOWRLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5%. ETLL MATERIAL a{REMOVE ANY UNSUITABLE MATERIAL AND REPLACE WIN 959 COMPACTED ILL) 4. A MINIMUM OF 3 FEET CLEAR SNAIL BE MAINTAINED Al ANY R+aANENT OBSTACLE 1N ACCESSBLE $2.50 P (I.E., m 2. LASRC ROUTE(I.E., TS,,HYDRAN UTILITYLMTY FIXES,TREE WELLS,$LENS,ETC.) {250 PER LINER 8 FOOT 5. CURB TREATMENT VARIES,SEE PLANS FOR CURB TYPE. FACING PER 6. BASE OF RAMP SHALL BE GRADED TO PREVENT FORDING, PAYING)TL1TE' 3. 3M REFLECnVE pGCE$SIBLI= PARKING SPACE 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. OUETHTlO'A'NFR I= 1, PAVEMENT SHALL BE TYPE I,CRASS 1 BITUMINOUS CONCRETE. $3.00PER LINEAR FOOT NOT TO SCALE 8. Y<TRERE ACC£SS10LE ROUTES RE LESS THAN b'IN (EXCLUDING EXCLUDING CURSING A 5'K 5'PASSING v PREFERENCE 2. PAVEMENT THICKNESS AFTER ROLLING. NOTE: AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED200 FEET. ) � NOTE THESE PRICES ARE PAYt7rIFN7 MAX SLOPE 2%€N 9. EUMNATE ALL CURBING AT RAMP(OTHER THAN VERTICAL CORDING,WHICH STALL BE SET FLUSH) ��" _ '-. ��!�—COMPACTED SUBGRADE i PAVEMENT DETAIL ESTIMATES ONLY ALL D€RECTIONS WHERE IT ASUTS ROADWAY. E (EXCAVATION UMIT (NOT TO SCALE) a II I I VA18E5) WHEELCHAIR ACCESS RAMP DETAILS � � a I( COMPACTED BACKFlLL (NGT TO SCARE.) TREATMENT VARIES FREE DRAINkNG VERTICAL GRANITE CURB COMPACTED UACKFTLL U 3'-6• CAP ROCK p HOPE t!f O TACK ODAT I _ PERFORATED PLACED STONE BIT.CONCRETE PAVEMENT (2 SF MINIMUM II I I,,II I BOTTOM DRAIN 12" _I — — — — I1=' (SLOPE TO DRAIN) e lop COURSE(1}-MIN.) MINTED SURFACE AREA) ,---- e n SLOPE VARIES>> SYMBOL ITE 1 EMBED TOE PER 12"COMPACTED GRAVEL w �a k MANUFACTURE LEVELING PAD,EXTEND PAD i 6'BEYOND BLOCK FOOTPRINT, CFI FINISHED SURFACE MANUFACTURERS N I im I1=I III ~ tOAM AND ALL SIDES } SEED ¢ _ LIER FABRIC f. THIS MODULAR BLOCK RETAINING WALL DETAIL FOR DEMONSTRATIONAL PURPOSES ONLY. REFER TO m Z • 4111 ) MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES. W C7 ' 2 PRECAST CONCRETE MODULAR BLOCK UNIT DIMENSIONS,COLOR AND FACING CAN VARY PER CEMENT CONCRETE 0 (3000 PS-TYPE 1) "� COMPACTED CJENT/OWNER PREFERENCE Z SUBGRAOE BASE COMPACTED GRAVEL `� 6'-2'STONE 3. BOTTOM GRAIN SHALL DAYLIGHT RD/Oft WEEP ROLES SHALL BE PROVIDED AT THE TOE OF FINISHED m / BEADING GRADE THE INSTALLER SHALL TAKE CARE TO STABILIZE W BOTTOM DRAIN CISCHARGE POINT TO COMPACTED SUDGRADE FILTER FABRIC PREVENT EROSION. 6"CORRUGATED OTM 8' 6' 12't DRAIN SET IN 16'X18' 4. BOTTOM DRAIN SIZE SHALL BE DETERMINED IN THE FIELD BASED ON ANTICIPATED (MIN.) . CLEAN WASHED STONE GROUNDWATER/SURFACE WATER CONDITIONS TO ENSURE ADEWATE CAPACITY. Z FRICTION FRRIO 3'-D• TYPICAL MODULAR BLOCK RETAINING WALLROI wK To BE' NOT TO SCALE Q VERTICAL GRANITE CURB (VGC) NATIONAL STANDARD CC SYMBOL 1V:1H PLACED STONE SLOPE c, T""m r z NOT TO SCALE NOT TO SCALE NOT TO SCALE Q # CD FOR PERMITTING ONLY ®ME MORIN-CWERGN GROUP,INC.2019 PROD.13454 KFNNEDY K 81A HYDRANT OPEN TO RIGHT OR APPROVED EQUAL 4-1/2•STEWA 2-1/2"HOSE STEEL EDGING(TYP.) CROSS COUNTRY UNDER PAYMENT CONNECTIONS NOT TO BERISTALLED IN CONNECTION(TO FACE ROAD) (2 REQUIRED) LAN09CAPNNG PROPOSED PATIO ALL CUT AREAS WHICH 4'LOAM AND SEED WELLER GATE A-238-02 .N � INTERCEPT THE SEASONAL OR APPROVED EQUAL m SK tAADE �19' 2` HIGH GROUNDWATER TABLE PAHESNENT EXTEND RISER SECTION AS III=�) �` '" PAVEMENT SECTION OR 18'ORADE d: �T REWIRED TO ESTABLISH to 0 �ON f8`(IMP.) PROPER HYDRANT ELEVATION . a ( ) �r NORTNAL TREATNENT ea A ROAD GRAVEL SEE DETALL � iV_:; f) 6'-6'TO EGR;E.Of R.O.W. a G _ 4. . DECORATIVE STONE(SPECS. 4 SELECT BA(3nL THOROUGHLY � �� SELECT BACIOIII THOROUGHLY COMPACTED �• � TD ACCOMMODATE SURFACE LOADING ECHAFBCAL - BY LANDSCAPE DUSICNfcR) o .e COMPACTED TO ACCOMMODATE z s COMPACTED IN 12'WAX LIFTS SURFACE LOADING s a WATER 1NAIN OLINIDpNT(TYP•) i PROPOSED GARAGE TOP SLAB n 9. a: (C018'RCTED 44 12'WAY.LIFTS) I.2v °3 Y� .I(— II A5 CLASS B GRAVEL DACJ(F1LL £ TEE L M1" .•' COMPACTED RETAINED ON STONE OR _ d � COMPACTED 95X IN G'MAx LIFTS v ft PEA GRAVEL PASSING & 4a w S- WATER PROOFING BETWEEN RETARAV ON R IN S & n- - a I ,•'' PEA STONE 18 STONE AND FOUNDATION - p a• (APPROXsMATELY F1L1ER FABRIC r PERFORATED PIPE PW COMPACTED CRUSHED STONE OR WHH GEOFILTEA WRAP DIAL/ENEA SHONUNG n PFA GRAVEL PASSWC�'&RETAfHED 3/4"-1-1/2'WASHED, AS REQUIREO P ON A 14 SIEVE 6'CLDI PIPE CRUSHED STONE 18'Xf6'XB'CONCRETE BASE SUBBASE Id EARTH a°e 6a HXDRANT HdOTE: CONCRETE THRUST BLOC%S PLACE FILTER FABRIC 0 oaPa I. CONSTRUCILOH OF GATES BETWEEN PEA STONE q MD HYDRANTS SHALL' ANO NATIVE SOIL TYPICAL SUBDRAIN DETAIL >w LEDGE KIL N BE IN ACCORDANCE WITH HYDRANT DETAIL - , NOT TO SCALE 3'-0"YIN. L SOOT R SHALL AWWA C5DG-71 AND (NOT TO SCALE) AWWA C%2-$4 BE B'SDR35 PVC RESPEcnvELr. STONE INFILTRATION TRENCH TYPICAL SEWER/DRAIN TRENCH DETAIL o S S NOT TO SCALE (NOT TO SCALE) f= m - UNPAYEO ASPHALT . SURFACE SURFACE Y DETECTABLE UNDERGROUND— ., BFAflRNG UTYITY mAwNG TAPE REWIRED a FACE FOR ALL UNDERGROUND CONDUIT ;,.,ti: a INSTALLATIONS.TAPE SHAWL BE - -�:,' :.';s;"; ,,;-�,,, z p DONG.THRUST BLOCK BURIED 12'TO 24 BELOW .:`, a 's FINISHED GRADE { 1 Apt'R4yE08AC1cF1LCMftEp1AE R, e' +L'•:: WATCR MAI*.Al - 4"CONCRETE �. •1%��,'�:'• CRO55 ONNITRY UNDER PAVEIVENT CONTROL GATE VALVE AND BOX CONINJrt/PNPINvi 3 24"LOAD AHD SEED (3X 4'FOR OTC) %&TWCAL CONDUITCKENT YAKS) (2}(4'FOR ELECTRIC} �J i�PAVI7IFNT FRNISIN � 1. ADJUSTT FOR ANY OCALMODWATIONS TO NFPABEND ANGLE wa A ROAD G SECTION OR IS'GFLA6E 70/HEC a Y VARIES TAPPING SLEEVE(SIZE A ROAD GRAVEL(SEE DETAIL) 2 CODROlNATE 00.NOlITS BY PLUMBING ENGINEER) BLE B 4ITH APPLICABLE _ BEARING SELECT BAanL THOROUGHLY ELECTRICAL CONQ.I�,J;{ ��ENCH DETAIL SERVICE PROVIDERS. COMPACTED TO ACCOMMODATE FACE �l�VA1TON CONFIRM 10 SURFACE LOADING NOT TO SCALE z WATER WAIN (COMPACTED IN 12'UAX LIFTS) o TRENCH BEAftlHG FACE � ASCE CLASS B GRAVEL BACKFlLL _ 1 COMPACTED 95X IN 6'W X LIFTS i s '" CCNC IRMST BLOCK - r-�, - "-.•?: x " ? z 8 :'c:1., FLAG ROCK y�TO SURDGNC SAND BEDDING �� o a PLUG BEARWO `; LIGHT POLE N G.Df PIPE(SIZE BY L2� TEE FACE PNEIMBINO ENGWEER) CONCRETE THRUST BLOCKS •! REMOVE AND RESET LIGHT POLE&BASE WATER WARN BACK FILL 3'-Q JAI. EARTH/LEDCE BEARING FACE Z PLAN ELEVATION TAPPING SLEEVE &-QAIE VALVE DETAIL TYPICAL WATER TRENCH DETAIL SCALENOT TO (HOT TO SCALE) PRECAST CDND FOOTING I" Q) EG&SN CAADE '' 4 e (REMOVE&RESET 10 W 2 A e- LOCATIONS ILLUSTRATED ..a ON THE SITE PLAN)1. N47E V N B AU-WATER TMAN W RE NOTE BENDS,TEES,PLUGS ETC.SHALL BE RESTRAINED WITH THRUST q. ? BLOCNS IXCEPT WHERE NOTED. 2.AWL THRUST BLOCKS&COLLARS SHALL BE INSTALLLD SO THAT WHEY BOA AGALNST UNDLSIURBED EARTH. •, } _ .- _ ,p. •p,.. �.F-- 3.MINGNUM COMPRESSIVE STRENGTH OF THRUST BLOCK CONCRETE SHALL BE 3,000 P.SI. - g� 4.KEEP CONCRETE CLEAR OF MECHANICAL M75. 12` .a bm •'4:a E'12'. CFlNENT CONCRETE (n d - 4 (3000 PSI-TYPE 1) �L0 o a aAl paNEsnc a na a 4I1i �_ >] �_ SUN.BEARING FACE AREAS FOR-IL4tUSIBLOCJKS WATER MAIN 5ERV,CE WAS N o.4 j COWaa0TE0 FILL Q 90' 45" 225' LEES PLUGS CAPS IiY0RA1NTS IIIi — F AIN TO 95X RELATIVE 5 6 4 4 4 4 _ ed` �A COMPACTION CONFIRM 12 B 5 fi fi 6 8 8'x4'DI TEE VALVE Of FOOTINGDFP1H Z 'AREAS IN SQUARE FEET a'CM SERVICEaVALVE $'x4'Dl TEE 1114 6'BASE C(RAVEL I III=III �I �I II � COORDINATE � ELECTRICAL E COtDNECTK.NN WITH LICENSED 8'x6'C TEE—,--, EE ww DI NOTES ELECTRICM REDUCER L LIGHT POLE FOUNDATION DESIGN IS SOJECT TO CHANGE Q_ 6'am FIRE BASED 04 FINAL POLE AND nXTURE SELECTION AND SERVICE 6'CTDI FIRE GEOTECHNICAL SITE INVESTIGATION. V 1HRUS7,BL{� DUAL sETNAce � (NOT TO SCALE) SUI)DING WAIM SERVO DETAIL LIGHT POLE DEIAIL z a NOT TO SCALE HOT TO SCALE Z A FOR PERMITTING ONLY Q O THE AIORIN-CAIAERON GROUP,INC,2019 PRU 03454 9��0LBF Starfgho 8* CUSTOM DRAIN RLSIN (1)DUCTILE IRON DOME MANHOLE FRAME k (MATE FINISH COVER TO MEET TOWN OR LOAQ RATING PARE C %plp,06-11 a r"%p ra- O G7 f CRAG[ S' 24'DIA 8' STANDARDS 8'-3'BAR GRATNO SLOTS LI W z STAAQAAD LIGHT DUTY 0899CGS 7Q01-110-394 ACCESS SQLIO COVER LIGHT DULY 0899CGC 7001-110-195 SE4RMWRTER ��..t( � 0699CG6 7001-110-198 © �"" - W Z` $a NOEIE 2V D- _ 8ROME A OgygCOD 7001-11D-197 `. .lf 'I �'il'f.11i[t, DOME '"5°I I i3t:;11SSf4 DROP IN GRATE LINE DUTY 0501QI 7D01-1I0-019 ' 1v � - HANDICAP CRATE(OPTIONAL) N Oh c+ai • 48'DIA. MDT, 3 rGChs,DrmW$igt, - �L, a 3' €` TTEM NO, WEIGHT {3,4) VARIOUS TYPES OF WET h OUTLET ADAPTERS AVAILABLE: STEPS,SEE• I'. ALTERNATE TOP SLAB 6'-3' 4 h 6`FOR CORRUGATED HDPE(ADS N-12/HANOOR DUAL WALL, CENTER OF CDS U NOTE 2 N-TD6 S'SEC310N 1,315 1 w R r �I ADS ANCOR SINGLE WALL),PVC SEWcS{(k71 SRR 35).PYC OWV STRUCTURE,SCREEN AND _o - M-T03 3'sECTKkN 7iL� �, FRAME AND COVER I NOTE& � SCH 4U),PVC LL),PV:SE CORRUGATED&).PVC PVC { SUMP OPENING 'Q, I. ALL SECTIONS SHALL BE DESIGNED FOR PLAN VIEW e` NOTE 4 H-20 LOADING. 8}' lfm&- (GIANTVARIES) , I. GRATES/SOUD CCVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.OATH THE EXCEPTION OF THE IN,.1 J •� yr 1 �+ 1• 2. COPOLYMER MANHOLE STEPS SHALL BE BRONZE CRATE. I � INSTALLED AT 12'O.C.FOR THE FULL 1. 3� 2- DEPTH CUSTOM DRAW BA5fN 10 BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RISERS ARE NEEDED FOR FIBERGLASS SEPARATION I 48'DIA. MIN. OF THE S1RUC7UflE BASINS OVER 84'DUE TO SHIPPING RESTNCTMS. SEE DRAWR6 N0.7001-HO-O65. CYLINDER AND INLET S e 3. DRAINAGE CONNECRCH STUB JOINT 1101".SHALL CONFORM TO ASIM 13211 FOR CORRUGATED HOPE(ADS 3. PROVDE'V'KNOCKOUTS FOR PIPES &HANCOR DUAL WAIL)&SDR 35 PVC, WITH 2"MAX,CLEARANCE TO OUTSOE OF �` l7, 4. STANDARD DRAIN BASIN HAS FIXED ADAPTER LOCATIONS Cr 0'A:1W.CUSTOM BRAIN BASIN ADAPTERS CAN DIA PIPE. MORTAR ALL PIPE CONNECTIONS. SHEA BE MOUNTED ON ANY ANGLE W TO 360'. TO DETERMINE MINIMUM ANGLE BETKETN ADAPTERS SEE DRAWWNO NO, /I, .i': �''• t Q CLASS A yNDES 7001--HO-012. CEMENT ., 5, DIMENSIONS ARE FOR REFERENCE.ONLY ACTUAL DIM90NS MAY VARY. 3130 VERONA AVE yy CONCRETE: DIA 2• .. ((�) 7' BUFORD,GA 30518 7 d� t �Y - 5'-1 a OlI1lETDLL 4)' N I0 89f PHI(77D 932-2443 W-W 12' ,' '-,r,r::� OU1LEi VARIES V�/l ( ) F Gw f �d, _o 0)' y FAX 770)932-2490 I 1 .•,t 2'COMPACTED l'-4' wwwmyf last-us.com ,` ! 8 44 / GRAVEL JOINT SEALANT BETWEEN PRECAST SIDE SECTION VIEN1 ' TOP SLAB ACCESS SECTIONS SHALL BE PREFORMED BUTYL LSO SECTION VIEW CCNPAC RUBOFA. DRAIN MANHOLE FRAME AND NOTES I DE AIL)FRAME AND COVER SUBGRADE COVER 1, CONCRETE: 4,000 PSI MINIMUM AFTER 25 DAYS. ' 2. AVAILABLE IN 3'AND fi'SECTIONS. T HYDRAULIC SHEAR 48"I.D.MANHOLE JJ(((7!/�� _l_ PVC 6. SHALL BE SET IN FULL.MgiTAR BED. 3, AVAILABLE IN END OR MN70EE SECTIONS. LJfJ � T RATE STRUCTURE ADJUST TO GRADE VATH CLAY BRICK AND 4. CONFORMS TO H-20 LOADING DRAIR MAMOLEDETAIL MORTAR U BRICK COURSES TYPICALLY,5 LNSac COURSES TOWN FRAME AND SSHEA CONCRETE TRENCH DRAIN 1 NOT TO$CALE COVER TO MEET TOWN STANDARDS. Di NOT 10 SCALE Srr ADS AREA DRY{„ 8'DOME GRATE PAN N EW B-6 (NOT TO SCALE) CONTRACTOR TO GROUT TO FINISHED GRADE RINGS/GRAD,iSERS GENERAL NOTES I. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED flUERGLASS SEPARATION OTHERWISE. CYLINDER AND INLET 2.DMENSIONS MARKED WEN()ARE REFERENCE �' °i •" DIMENSIONS, ACTUAL DNFIN51ONS MAY VARY. 3.FOR FABRICATION DRAWINGS PATH DETWO STRUCTURE J, I CATCH BASIN FRAME do i DIMENSIONS AND 84TGHT5"PLEASE CONTACT YWft 1 l-g FIW GRAZER MEET TOWN CONTECH CONSTRUCTION PRODUCTS REPRESENTATIVE. B s STANDARDS E r o 8' 24' L!llr7MA t(W)t 4,COS WATEEi£REALITY STRUCTURE SHALL BE WSEACCORDANCE VATH AIL DESIGN DATA AND NFORUATION INLET PIPE �+i OUTLET PIPENOTE 4 Jxy. 5.CONTAINED SNAIL MEET MAASHTO HS20,ASSUMING ALTERNATE TOP 51.AB EARTH COVER OF 0'-2'.AND GROUNDWATER ELEVATION AT,OR BELOW,THE OUTLET PIPE INVERT ELEVATION. 'r. CASTINGS SHALL MEET AASHTO WOO LOAD RATING ANDRE CAST WITH THE CONTECH LOGO, GINEER OF CONTRACTOR TO GROUT TO RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. - N SEE NOTE 3TO FINISHED GRADE ^�STOtRMATIER 6,CASCADE SEPARATOR RUCTUM CHALL BE PRECAST AND RASH o 48'DIA WIN. OUTLET GRADE �f .. ; LOAD FACTOR DESIGN METHOD,HOOD INSTALLATION NOTES VIES o 1, ANY SUB-BASE,BACKFlLL DEPTH,AND/0RFlBEC�SDER ANDR NLEN-Ni ': ' 1 CONSIDERATWNS AND Si�S BEESPECIFIED BY ENGfNELR OIL BAFFLE SKIRT. OF RECORD. I d, ;. ��SptLNTIpNS„ 2.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT �p Z LIFTING ART)REACH CAPACITY TO LIFT AND ET THE �zo s 1�2A PAC1E0 I CASCADE SEPARATOR MATRLOLE STRUCTURE SEPARATION SCREEN ' J I a PO 3,CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL � J CIS II Of �� STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. CL �• 12- COWPACTEO i aC4$t OrIT1V48FeC• 4.ATATpI PIPE TINVERfS WITH IELSEVAATTIONSS SHOW.ANO tT PPPES P SHEAR RPLA}E 4 _ �80� INLET PIPE I - •° TAT 5.CONTRACTOR TO TAKE APPROPRIATE MEASUES TO e 4 a LLJ (MULTIPLE INLET PIPES MAY I PIPE FLO'BLIN£iNNYEAT MNIAUM. IASSURE UNIT 15 WATER T ISSUSIINLk',E'SATER 10 TED THAT ALL SOLIDS-1-1, DUGS P �r o � BE ACCOMMODATED) �_ -- I --- JOINTS BROW PIPE INVERTS ARE GROUTED. STORAGE 6'COMPACTED BL W O .1'-:.. <� � _b• � FRAME AND COVER 7.SEE DRAINAGE PIPE SCHEDULE ON SHEET 7 OP 16 FOR SUMP ELEVATION A-A CRUSHED STONE O N I I - (OIAVETFR VARIES) PIPE INVERTS. N.T.S. ¢ �i CATCH DASIN FRAME k --- --- N.T.S GELNFAAL NOTES o u GRATE TD WEET TOWN '.4°. A 1. CONFECT]TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE, J STANOAAQS ... FIBERGLASS SEPARATION' 2.DLVLHSIONS MARKED VAIN()ARE REFERENCE DIMENSIONS. ACTUAL DDWENSICNS MAY 0 �i n CYLINDER AND INLET a' FL.Ow VARY. [5 �� 3.FOR FABRICATION DRAWiNOS MTN DETARFD STRUCTURE 010SIOHS AND WEICHIS,PLEASE PERMANENT CONTACT YOUR CONTECH CONSTRUCTION PRODUCTS RLPRESENTAlnvL . POOL ELEV. A www.contuh-cptcom LCA a i ?ch 4.CBS WATER QUAIITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND ©o '. OIL BAFFLE SKIRT S __ ` INFORMATION CONTAINED IN THIS DRAWSIHB. ! h �U" 5.STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASNTO M306 LOAD FL.O4V f RATING,ASSUMING GROUNDWATER ETEVAIION AL OR BELOW,THE OUTLET PIPE INVERT Z • i .•'f .• y - L7EVAT10N. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION.J" S.PVC HYDRAULIC SHFAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER, LQW_ ALTERNATE ECCENTRIC CONE SECTION �.,1 1'B•Ir31 coa A: ', CEDITER OF CDs REMOVE AND REPLACE AS NECESSARY DURING MAINTENANCE GLEANING 0 ` STRUCTURE,SCREEN J V) AND SUMP OPENING INSIALLA,T4Qu NOTES SEPARATION SCREEN I 4 - 1. ANY SUB-BASE,BACKFICL DEPTH,AND/OR ANT-FLOTATION PROVIABNS ARE NOTES: I V t TOP SLAB ACCESS SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL OE sPEctr ED BY ENGINEER OF RECORD. I. ALL SECTIONS SHALL BE DESIGNED,FOR HS-20 LOADING. (SEE FRAME AND COVER 2, CONTRACTOR TO PROVIDE EQUIPMENT VAIN SUFFICIENT LIFTING AND REACH CAPACITY TO 2. PROVIDE'V"KNOCKOUTS FOR PIPES WITH 2"MAX.arARANOD TO OUTSIDE OF PFPE MORTAR PVC HYDRAULIC SHEAR PVC H G SHEAR r OETAfI) LIFT AND SET THE CDS MANHOLE STRUCTURE(LIFTING CLUTCHES PROYGFD). All PIPE CONNECTIONS. 3. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED PLATE 3. CONTRACTOR TO ABC JOINT SEALANT BETWEIUN ALL STRUCTURE SECTIONS,AND ASSEMBLE BUTYL RUBBER. ",; �•�•"z' ; PLATE 60'I.D.MANHOLE STRUCTURE. 4• CATCH BASIN FRAME AND GRATE SHALL BE SET IN FULL MORTAR BED. ADNIIST TO GRADE STRUCTURE 4. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT PIPES. MATCH p1PE WVITiTS 4A11N WITH CLAY BRICK AND MORTAR I2 BRICK COURSES TSPICAILY,5 BRICK COURSES MAXIWU3d}. -;•'.., .• ..'•: }�BS• ELEVATIONS SHOW11. Q`J FRAME AND GRAZE TO WEFT TO STANDARDS SOLIDS STORAGE WAK 5. CONTRACTOR TO TAME APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, 5. HOW SHALL BE'THE EHUNATOR- STAMP &'COMPACTED HOLDING WATER TO BOWLINE INVERT MINVMUAL 1T IS SUGGESTED THAT ALL JOW18 BELOW CIL&BOATING DEBRIS TRAP AS MANUFACTURFD BY GROUND WATER FESCUE,INC.,(OR LEVAEON,,.,A-A CRUSHED STONE PIPE INVERTS ARE GROUTED. ,J- APPROVED EQUAL). (NOT TO SCALE) PLAN VIEW B-B 6,SEE DRAINAGE PIPE SCHLDULE ON SHEET 5 OF 11 FOR PIPE INVENTS. CONTECH CDS-2020-5-C (NOT TD SCALE) CONTECH COS-1515-3CATCH r NGTBASIN DETAIL TD SCALE C°�-3 (cn{oT To sc .;-2� FOR PERMITTING ONLY 0 NOT TO SCALE ®WE MORIN--CAMERON GROUP,INC.2OL9 PROD.13454 Y RIM EEEV=170.14 4L DRAIN MANHOLE COVERS SHAH.BE > COVER&FRAME ASSEMBLY, 1Y HOPE ALL DRAIN MANHOLE COVERS SHALL BE a COVER&FRAME ASSEMBLY: INSTN.LED TO CONFORM PATH PITCH OF USE E4t8YALLNT fi0 EdW TO DO-3 INSTALLED TO CONFORM AM PITCH OF USE EQUIVALENT TO EJIW - _ ROADWAY AND RUSH MTN ROAD SURFACE MDOEa.NO.Y14E8/V1600-2 � ROADWAY AND RUSH 61}31 ROM SURFACE MODEL H0.Y1418/VIE00-2 OAY BF40K COURSES CLAY BRICK COURSES TO FINISHED GRADE PROP.If OUTLET \ RN TO FINISHED ORAOE .. 48' (AS REQUIRED) pRQpO5E0 FINISH CdtADE CONTROL P{PE(SEE 1 ELEV=167.71 (AS REQUD{EO) PROPOSED FINISH TOP OF RAFFLE DETAIL Cif NHS SHEET) 5 go PRECUT FLAT TKdN� 1 PRECAST FLAT TOP LLEV=168.0 WALL t , w !"1 24'OA E ! \1' - 2'OfA . .'°•. OR CONE SECTION 6'DAFIT.E WALL fi'INSPECTION PORT R. .. PRECAST ( 2) .\" PRECAST .. RWO SE RNG SECTION 9'ORIFICE P STEPS 2 O.C. PRECAST CONCRETE V 1 m T OF o STEPS 2'D.C. t z O = p MANHOLE SHALL 87f8'%3.37'RETAIN IT CHAMBERS "5 "\ - PRECAST CONCRETE � Z 'Q:-,�. �_ CONFORM TO ASTM B 107AL Uf8T5 ' MANHOLE SHlil1 r _ CONFORM TO ASTM SPEC.N0.C BO7TOM OF ONE=I62 5 { 5 _':° s:• 8' 478-82A BOTTOM OF CHAMBERS={63.00 151 V5 l 9 •C\- S'DAFDTE WALL 48 B2A C 6 a� 12'W%3 H ORIFICE ^„2 6'BAFTT.E WALL TOP OF CHAMSFRS-156.17 1 e a. _. ". 3T _ if DNA&ET PRECAST RIiC � 6 5 1� 4� ". i"r 8'Yf%2'H ORIFICE k2'CIA INLET 8'BAFFLE WALL FROM DETENTION 8^ SECTION YAM 1,. < IHV=III FROM SYSTEMDETENT H 8' PRECAST WHO �-I SYSTEM It 8' CPEIBNC FOR ^ I. SYSTEM z 5• SECTID<Y%TH 9,' u�l .. _ z OWN PIPE LIMIT 108F'STONE 44 1 a)Jl, .. _ DRAINOPENINPIPE R " TO OETENT"H (1212'OUTLET 'ON All.SIDES 1 ;.a .o .'I r ', a 3'MFCE n 12'OUTLET U SECTION A--A' 12'MS N-12 W SYSTEM 1 16, 0 I s. o' 12'MS N-12 IN TOIN IRS.-A DLU€-5 }-o If ADS N-12 OUT l - 12'ADS N 12 WF 6'XM6Y RETAIN IT CHAMBERS NV= . r . lR ,. n ^ �t s OT ) BOTTOM Of STORE=165.58 6'COMPACTED V ROOF 6'COMPACTED BOTfOM OF CRUSHED OP OF CHAMBERSCHAMBERS=166.87 48� STOCRUNE BASE � .,9 V� :Q, ST�IE BASE / SECTION A-A' 46' 12'HOPE(ADS N-12) LIMIT OF ONE TO OCS-2 - ,ti (2 16 OUTLET CONTROL 5TRUC�URE 1_ (12^ON snEEs) 1 OUTLET CONTROL_STRUCTURE (DETENTION SYSTEM #1) 42' INFILTRATION SYSTEM ;3 DETAIL NOT TO SCALE 0 4� ; (INFILTRATION SYSTEM #4) SCALE; 1'n10' E NOT TO SCALE err rr rJ / 1 n PROP.AREA DRAW / 1 1 RIM=161.5* s / 1 0 PROP,SEDIMENT FOREBAY PROP.AREA DRAIN PROP. FLEE-FOREBAY PROP AREA DRAW PROP.SEGMENT FOREBAY PROP.AREA DRAIN 1 1 BOTTOM ;CAR®AY BOTTOM ELEV=1fi6.5* BOFTCM ElEY=188.5t m 1 BOTTOM ElEY a 16$.5! RiM a 367.bt TOP ELEV=I67.5t RAN a 167,5i TOP ELEV-167.5* <Z3Td=161 1 TOP ELEY=F67.St TOP ElEV=1fi7.5* 1 �6.5 ' fm t 167 187 167 167 167 166.5 Ifi8.5 1fi6.5 52HOPETO OCS-1187•oPROP.CURB CUT 167.6 D N3•PYO 8'PYC 167.E (+ 1 (TYP.OF9) //n ...... w............- .. 7rrwrrr .rrrri a �J, d , 60' Ir.r I JJl�B'P5� ° ° ° ° 46' 6'INSPECTION PORT,-* 6'PVC / 1 (TYP.OF 2) a JJ� 1 7 1 ys � ROOF DRAW 8'XB'X267'RETAIN IT CHAMBERS w g o % $ / + 1 (78 TOTAL UNITS) INFILTRATION SYSTEM y4 DETAIL J 1 I o o Y ! I BOTTOM OF STOVE=163.41 o ff m SCALE:1'=k0' 1 f F 1 BOTTOM OF CHAMBERS a 183.90 2 14 ; _ �� ! I ; TOP OF CHAMBERS-166.57 12'OVERFLOW 127 DVERRO'N 1 i F I 1 R€SER PIPE TO RE WV=165.40 RISER PIPE TO BE 1 �\ ! 1 i ow SECURED TD WALL SECURED TO WALL INN n 165.20 RISER PIPE TO BE €NN 66 _ _ - _ i \ \ j �--L0.QT OF STONE OF CHAMBER 4WV '�.BU CHAMBER SECURED TO WAIL 8'WSPECTIM 1 \ \ Y' ON FALL SIDES) CONCRETE CHAMBER a CONCRETE CHAMBER OF C}IAI78FR a PORT(FYP.OF 5) 1 \` \ 1 ) BOTTOM EL o 1620D 3'ORIFICE BOTTOM EL=162.50 a _ 6"ORUTCE CONCRETE CHAMBER .• • Z¢ INV a law .N p WV-164.33 BOTTOM EL-162.50 � 3'ORIFICE � f69 � 1�� "•.1 U a \ 1 `. FS. 127 HDPE RISER PIPE 1. a IN f=16 12'HDPE RISER PIPE ° 1 IRY=16290 12"HOPE RISER PIPE r.... .r.rrr.r....r...rrrrrrrwrrwrrw.rrrrr..r rr zz . a 12`OUTLET a a 4.ORIICE _ 104' LD.7 T °Yi 12'X12'TTE INN=162.60 IfX1Y TEE I1V=163.50 a - 0 8• E 106' V N a I'45+W163 50 12'X12'TEE WY=162.50 \ CL Q OUTLET CONTROL PIPE DETAIL OUTLET CONTROL PIPE DETAIL 1Ow=U162.60 (INFILTRATION SYSTEM #2) (INFILTRATION SYSTEM #3) OUTLET CONTROL PIPE DETAIL FROM 0a 2 DETENTION SYSTEM # D1 ETAIL (NON'TO SCALE) (NOT TO SCALE) (INFILTRATION SYSTEM #I) SCALE: 1•-10' p O � (NOT To SCALE) i3'X8'X4.67'RETAIN IT oWEERS {(L8 TOTAL UNITS) PROP. 0 L ON T CONTROL DOPE d tM]rn BOTTOM OF STO1F=162.OD PROP.AREA DRAW (IV,LHAT OF STONE 6'X8'%4.17'RETAIN IT CHAMBERS (SEE OETAiL ON THIS SHEET) O (10',x MI6') PROP.ARE.#EAW 50' }' ttl y� PROP.AREA➢RAW 8^PVC BOTTOM OF CHAMBERS=162.80 RDA={87.45t 1f OU�51OUS) RLV=167.45! (12 TOTAL UMTS) J Q )Yd,R1 RDA a 167.45* TOP OF CHAMBERS=t67.17 ( BOTTOM OF STONE=162.00 -' 41r _ 6'PYC 8'PYi', BOTTOM OF CHAMBERS=162.50 0 +J TOP OF CHAMBERS-10.67 ..a i . . L.I_ WALL S / PROP.If OUTLET !! HMt;OF STONE 168 CONTROL PIPE(SEE / (16'%50r) / DETAIL ON THIS SKEET) // (12'ON ALL SEOES) F !io 'm Rio rrr.wwrrrrr.rrrrrarr rr rre.-rw mamma-rrr ..wwrarGr.r.wwr rrr rr / 6'INSPECTION PORT 1 0 f 1 WALL 1 58 ( ) 1 10 0 �763- O Z�I - TYP.OF 2 .PA _ ■ytR.rrrrrrrr.. wrr.rrr.r.�s..r...rr.r.rw.....rir eai.w w...w.rr.rrr..r rrrrrrrr.r....rr.... .`� 12`HOPE 12'HDBE �, . o - - \ VV I PROP,COS UCH a FROM Cos-1 TO O N-3 5 [,� 12'HOPE NIT 8'ROOF 6'INSPECTION PORT I 127 HOPE CDS 168 / 5 56T fe 166 \6 FROM COS 1 11NLTRAIJON SYSTEM #p1 DETAIL DRAIN ? z N f p (T)P.OF 3) TO DMH-2 9' 'v -� (/] scar, '_'" INE1 3 5 ED #2 DEJAIL FOR PERMITTING ONLY 8� a ®THE MORIN-EAMEftON GROUP, INC.2019 PROD.13454 FRAME&COVER(3" 3-5 COURSES L-AY BRECIC LS)tdARKEO 4'VENT fi' S°TO GRADE AS REOWRED 70 ROOF (COORDINATE 6' 7 8° T W/PLUMBING WINDOW DRAWINGS) e PRECAST HNIsr1 3D'RISER OPEN OPEN N se CDNOENTRiC 8' ACCESS 6' �Fgnn p CONE SECTION - (MiADE� (--{-.- P ,4 PRECAST IL ILL. :' WINDOW .{ V.;, i °ao RING SECTION p f_ z z i LU D Ill m z S, •n u <,-, 4'INLET FROM °4 p FLOOR DRAIN `a OPEN OPEN �`NN _ V. p• CAST IRON - � TABLE AT 2/3 PIPE ..1 a WATER e, LONG BEND Y'.MULTI ROW CENTI=R SINGLE ROW CENTER f p Y .; NAME TER �. LINP 6• 8, •.0: y P LEVEL D 8. 5' 7 PERF ° N. PRECAST PoNC SECTION — 6' 7' ° ° , WALL '".' y A' •e [� �W1TN OPENING FOR GRAJN w NON-SHRINK . _ ° ' e 40 a � .9 •D< a p, PIPE GROUT 8"; n 3-8' $' ° GULLET TO OPEN PERF ry CEMENT CONCRETE OR SEWER SERVICE PRECAST SECTIONAL PRATE SEE NOTE 2 .-......_ MANHOLE 'v••-.+ tl v' q a (SEE PLAN( CASRA HEAVY LL TT IRON PIPE I R Of 0. {"'�' till WINDOW N 48' 3r Z 1„J O 1!—r (L vaerrs To SEE NOTE 4 (NOTE:OUTLET INVERT IS A MINIMUM 0.10'LONER z qy , a THAN INLET INVERT) `-' - fi"MIN.COMPACTED CRUSHED STONE OPEN PERF TYPICAL SEWER MANHOLE No]To SCALE = COMPACTED MULTI ROW PERIMETER SINGLE NOW END SUBGRADE 1 7 PrRF WALL FINISH GRADE -?O `60 Q°4;U FRAME AND COVER TO GRADE e° PPPP asv 30'RISER ACCESS , 6' a_p•m Fy 8adS cao a8INLET D A VV Lu WEL-► a' a'-o m a_o. x'_s. O D(UK) 3-6" 3-o" 8 PVC RISER 5-0' V- l 5'-0'm 3'-8' 3'-0" OPEN 'r ALTERNATE TOP SLAB (STEEL REINFORCED FOR H-20 LOADING) 8'-0'm 4'-0" N-6' MULTI ROW CORNERPERE 1. ALL SECTIONS MALL BE DESIGNED FOR RS-20 LOADING. wirelDse'or�Exrui PIcrr nnEmwTaN °°° WALL 2, COPOLYMER MANHOLE STEPS SHALL BE INSTALLED AT IW O.C.FOR THE FULL DEPTH OF THE STRUCTURE. VARIES caww,n auraar e° ° H W TEE WYE 3. ALL EXTERIOR SURFACES SHALL BE GVEN TWO COATS OF BITUMINOUS WATERPROOFING MATERIAL. °° ° v ° z 4. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL-BE PERFORMED BUT&RUBBER. PERK PEPF PF� Ffi•F FEPF PERF >° 5. STANDARD SEWER MANHOLE FRAME AND COVER SHALL$f SET IN FULL MORTAR BED. AD.R15T TO GRADE WITH CLAY BRICK AND MORTAR(2 BRICK COURSES TYPICALLY,5 BRICK COURSES MAX), _R /• O Y'x x!•• G. STRUCTURE To BE LOCATED OUTSIDE OF BUILDING INHERE POSSIBLE,COVER TO HAVE A CENTER HOLE. ,° R > Fi s • 7. CAS,SANK&OIL SEPARATOR CONSTRUCTION SHALL CONFORM 70 248 CMR, BOARD OF STATE ENAM+HERS OF PLUMBERS AND PERF CAS TITTERS FUEL GAS AND PLUMBING CODE AND APPLICABLE TOWN OF NORTH ANDOVER REGULATIONS. ➢ERE PERF PERF Pens PERF .:vsrG WALL j FLOW Fl.OWT B. THE STRUCTURE SHALL BE SO LOCATED AND CONSTRUCTED THAT SURFACE WATER SHALL BE EXCLUDED. 9. INLET PIPE SKU BE AT LEAST FOUR INCHES ABOVE NORMAL.WATER LINE. T1FIC6L leu.,<at nccEsv P P .. I0. WERE SURJFCT TO FROST OR CRUSHING CONDITIONS,OUTLET SHALL BE AT LEAST THREE FEET RFLOW THE SURFACE, SAMPLE PLAN VIEW omEr canna srlax v 11. THE GSO MUST BE FILLED WITH CLEAN WATER BEFORE USWO AND AFTER BEING EMPIIED TOR PLMOOIC CLWINC. fnr sFEcrr:Eal • yx)()(�/ 12, ALL OIL AND GASOLINE MUSt BE REMOVED BEFORE CLEANING OUT THE BASIN AND MUST NOT RE DISCHARGED INTO THE PERF JW ACCESS SEWER THNOUGI OTHER BXTURFS. rY CALCASTUM WALL OPENING(TYP) o 1b. SPECIFlCATONS.FOR CO5ERNO:SPECIAL CASES OR CONDITIONS SHALL BE APPROVED BY THE LOCAL-AUTHORITIES. ED'FRha�E scovEn i N M a 'n `° 14. BOTH VENTS SHALL BE EXTENDED INDEPENDENTLY 15'ABOVE THE ROOF OR AS APPROVED BY THE LOCAL AUTHORITIES. TOE sml�sH canoe SEWER CLEANOUT 15, ALL PIPING AND VENT MATERIAL TO BE EXTRA HEAVY CAST IRON OR DUCTILE IRON. NOT TO SCALE wuL N SAND. OIL & GAS SEPARATOR, 0 NOT TO SCALE ' • ° ,..,- weuP PNrwF sass=NmemFswseN PERF Z GEOTEYNE FABRiGe�&1®RM£ I WAIL ILDKTG � 5 •9AI,PLE CROSS 6�CTION•. .•IVERunxuracsuRsasvEc�;cnrwusL LEJ ME OTIh4N �L� 6.5• I fi•-1€" CL CL LEI l THIS PORTION SY CLEAN OUT g• y.t!P v ( REW YP PLUMBING ENGINEER ; 0 ` 8 o "` <CAP) W? q fr BLILOENG SUB h }Q Y g'_g• TYP _.....4� 1. $ 3-6' F 6' 5.5' OAM IN UTION • wm S r •"I UNDER 5 COVER s "-"N PC6rwareowau S9 O TYPICAL a'UNIT nMF3I610Na ¢ d LL of �••� 1 6.5' 6.6'IYP' :n Z U;'PERFORATIONS 8'PVC(SPR-35)SERVICE . P . < e '• - ' e r PVC .} ry 8 8 •�ti 'i TYP.° Y CONNECT 10 NEW ADAPTER WITH Z FOOTING 2' N r T' SEWER MANHOLE FLEJ(ISL£JOINT TAPER ti— ill _1 €_ 7• .• _ � 7'�O' ° I _ CJ� 4P€N LYumw r PERFOR°rEcwML `lo =� TYPICAL BUILDING SEWER SERVICE TYPlCAL3'UNIFDEMEN90N5 p ►� (HOT TO SCALE) C° r RETAIN ITNOWOSBALE DETAILS FOR PERMITTING ONLY Z Q� o 0 THE MOREN-CAMFAON GROUP,INC. 2019 PROA J3454 505 Sutton St. € TREE#s..bAK_—_ North Andover, MA :TREE HICKORY , -, -f-.'� '\ TRI=�#3 HICKORY l 12-OAK SUlION SJ'P1FI. I � i ,: "\ _ ! TR E#2--MAP$Sr �r Owner TREE `O �=�?�-" - - �TREF#11--OAKURIII - t TREES#10.CAH r'r �- i i / —TREE#1�OAK 94-- -- _---- TREE#9-OAK-- —T TREE0-0AKS. TREE#13-OA _- - - r - •-s I Sutton St. _ ---� ';-- s�'•�-. ;a' ,:,,.�,,:�y£ Redevelopment LLC - - - --i L__'1't:lA - -.' p •i ^S \ 1 i ?EE 1 - 4 i `� /i '�y�-.�1 .�pi;{ �' _��' r Y T - Q7'- F �' _ �—f� l., 1� 1•• f .,�_.'ft `ar ` '=if•.•-`- -.,-±i Y,G= .::4,F..,, ?I /'��t }f�l is §fir° Landscape Architect •r- , %Edge_Vedtment elant!ngs.at WO and south Property I.fnes IBete'nledl Nome 'Common NameSrre/F4rm (Remark's -- : ' , ( y �•}� € JA If �1 Shads Trees Edge Treatmeht �••5 14 lllmus arnerlcono Valley Forgo' valley ibrge Elm 35�"ral• BII Fult,SymmetilcaE [t[P I'•L:• s: I . r r i € J 1 1 fi LEGEN IConiferousTreat-Ed eTreatment: t. "'-�• ;�-r- e l -. -- _ --.s > # i Radner Design g ..�'. .i'+ - '-- ,yS• __ ;ice Associates Inc. /1 35 Abfes concolor White Fir i2-14' B&B,Heavy,Strong Central leader ;;,�• y Proposed Shads Tress i 4 - Pjnos srroIus., _ Eastern While Pine 12-14' B&B,Heavy,Sirong Central Leader-- - 4 �` 5 T OaWA1ap!e7EUn-3"Caliper � i l_ _ ..J.,,{: l 945 Concord Street,Suite 109 '. 2S Plceaglouco WhitaSpNte 12.14' B&B,Heavy,Stron Central Leader r =1 - i ;^; :;[' "� /.•,.•• -' - j _ .4 •, Framingham,HA01701 ram, J 1pp I _ 5DB.736.6144 r� Proposed OmamenlalTrans www.Radneroeslgn.com r \ �-`� 1{ V� I_ l l: •,ss: r ,. BlrchlDogwood10herry.8.10'HL Proposed Con ..I ; }} ,� / `- 'tF •is l\I. 1; HIS iferous Trees 1 \. r I - 1 14 airs or nElm I if ShruLlPerennlal/Gioundcover Bed Lawn P- el x l\+ ��{x_ *,`\ �� !� .i ,�- — - � •ems _ - r �'-T�-`��r� � \ 1 f1`,, _ Jr $ 6 w }I O 5 IeFlr _ i C 1��. I t =� i' '} a TREEREMOVED r, outdoor Paso x 12" MAP Ctl r �{p�f Jj L I - 4? 4� ! l r .# r _ I ^ .. 15.85 i r lle5 N a }I r t , I TREE RETAINED _gyp iE , 3AAPL4 MAPLEDaSTIN �' v 1•. Ii � `i ALL SOLID=FENP 1/31/2020 Revise Cover Sheet YOM Fir " r "' f. F' f ! 'li I�!j 11/15/19 Building Height •'� .�� - r } \ ;�#; , ••, �� '' � € a:'� °�, �J;f I' 08/20/19 Revised Edge Planting- ' ,r '. •1- I. � 07/25/19 Revised Edge Planting - 5 `yI � ' it \ t i- F1J I 4 i� Revision: 2L - - RAP SLOPE AR 1 RP RAP r, rFr�,�:s _ ,i f i j' 1 € f >< - I f s}\ f fI It• aBOARD L FD Drawfl: mr I. 3'� l � i :tl r•,,.JJ'-...., .� J r I P- SLOPE Outdoor \ 1 } 1 Scale: 1"=30'-0" For Permitting Only _� ' r�; Ji F_. r• 1,_ ,mil^-: .,r�- •.;:f- :ref,, -�;-• - .r,;`^i - � �'_fir •`� � �r ;,�. .-s>. ��ti:� .* f � � _ I I tt \, srs° 1r1 1 e'-e'ecetoers /' - §Y 1 f x 11Y ,�i• '.; j A:.- II r '.rat' sn Sheet Name: Planting Plan Yom 7/1'u-0Iuax 11 \Rs �,� T TIME OF PLANTIN4 s p,�•,r $ } EW SHADE TREES WELL 6E iB-20'TALL i I lle Ks II A}1)��Ut�tYhlShRttttkll T TIME OF PLANTSP Project NO.: (� — - ,r4 Vt^ 1 Issue Date: . 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