HomeMy WebLinkAbout2015-01-06 Modification 2-Grading, Drainage & Site Plan DTO SP 7/21/2016 ORADMIG&DRAINAGE N07FES
L THE EATIONS SmhN ON T146 PLAN"ARC BASED CAN THE DATUM REFERENCE ON THE EXISTING CONUTIONS PLAN. R=8165 M BY OTHEM)
1-75.46(9013)
2, THE CONTFUCIOR SHALL BE RESPONTITLE FOR ESIML0410C AND MAWANNO Ott CONTROL POUTS AND ELEVATION tl
BENCHMARKS 7HROurmourr CONSTRUCTION. SUM -74,34(DWI
TRANSITION t-74.20(RO19) '�P
3. EXTEROR ELEVATION ALONG EACH WU)NG SIDE MAY VARY 04 ORDER 10 ACKE 1=7420(OA REMSONS:
TO MSITING
S W GRADE IN CERT&N AREAs
REV DATE COMMENT
.............................
4. NEW SIDEWALKS SHALL HAW,A MAXIMUM CROSS SLOPE OF 2,0%AND A MAXIMUM RUINING SWIPE OF 5.0%UNLESS
AM ADA COMPLIANT RAMP IS PROVD[D.RAMPS SHALL NOT EXCEED AN 8.3%"1 VINO SLOPE AND SMALL Not EXCEED
CONTRACTOR SHALL MANINN POSITIVE DRkNArE ANAY FROM THE PROPOSED ITU'LUNG. FAMW 4'PERF.HOPE S,008'A"5 LF
A 5'RSE UNLESS A HANDRAIL IS PROADED.FURTHERMORE,ACCES!',BLE PARIONG SPICES AND PROXNATE ACCESS -R-79,45
ISLES SHALL BE SLOPED AT A MAXNUU OF 2.0%IN ALL DRECWNS.SHOULD MY DIWEPANCits WITH THESE -75,59(UNDERDFFAIN) 13 ...
RIOUREVENTS ARISE DURNO CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE ENCVEER PAIEUATELY 50 THAT All
ACCEPTABLE SOLUTION CAN BE DETERVINED. ....I. ---------- ......
SF. - , " WO '/l/t, "I
78------ RLS)
A(-
5, CURB SHALL TRANSITION FROM FLUSH TO FULL OEM REVEAL WFIRIN 6 FEET,UNLESS OTTIFROH$E NOTED. PEW.HOPE L
-i4
LF ------
6. CONTRACTOR SHALL NOTIFY ENGINEER IT'THE ILLUSTRATED GRADES CANNOT BE AC-11WO MERIT ACCESSULTE AREAS,
INCLUONG PARIONG SPACES,ROUTES W RAMPS. -4 - , ..
3
L ICLUDN -75,75
7. UNLESS OTHERWISE SPECIFIED,114E CONTRACTOR SHALE PROAADE AS-BUIT RECORDS OF ALL CONSTRUCTION(IN
UNDERGROUND UTILITIES)TO THE DAHER AT THE U40 OF THE CONSTRUCTION. 4
I Alp
9, PROPOSED BOTTOM Of ON 8 ELEVATION'S ALONG EXISTING STREETS ME BASED ON EXISTING CONDITIONS ONFORMADON
&ND SJDLL BE COWDERED APPROXNAIL CONTRACTOR SHALL MATCH EXISIPTC EDGE BE PAYMENT GRADE.
2
9. EXISTNG DROME ALTO VPLITY FLAT ELEVATIONS LOCATED WEHN THE LIMIT OF WORK TO REMAIN SHM1 BE ADJUSTED t ✓ITT THE CViWFOq TO MATCH NEW FIHSHED GRAVE .............
fim
10. ALL FIAT WOW WEEHN 114E RIGHT OF WAY SHALL CONFORM TO WU!UCPk/STATE STANDARDS.
11. EXISTING TREES OUTSIDE OF THE IJV,^r OF WORK SHALL BE PROTECTED DU CONSTRUCTOR, _ Ile
87.2
12. ALL DISTURBED AREAS OUTSIDE THE LIMIT OF WOW SHALL BE RESTORED III KCAIL GR 7
.................
-----------
'L PIPE SHALL BE DEAL WALL CORRUGATED HOPE(ADS U-12 OR APPROVED EQUAL),UNILESS 0INENkSE I ....... Al
13. NEW DRACIAG
Em
14. ELEVATION OF LANDSCAPED AREAS ARE OWN AT PLAN'TED/500 GRADE. HEII - -I-] �
SR10m. BSTEP .11
MO 35(STEP �tsikv SCALE,
2 CETE
15, ME AREA RfLBY THE IFORETENTION AREAS SHALL BE LEFT LINVOUPACTLE).
0 10 20 40
fiWME IS TO RE USED AS A CENTRAL.GU,=NT, COORDINATE WITH THE(ANT111. PROVOE CONTRACTOR I
ENGNEENS.AND LANDSCAPE ARCliff(M AND SUBMIT A PROPOSED CONSIRLICDON SELIVERCE FOR REV1W AND APPROVAL BIEN\
SMOOTH
PILOR TO CONSTRUCTION. Dgy 7
1. CONDUCT A PRE-CONSHUICTION VEEENC� TO DOM ------------------ ('},A TONG -------------- --------
2. CHECK FOR EXS`nNG UPLTTAES PFLOR TO ANY EXCAVATION. PAVEMENT
3. CLEM AND CHUB]HE PROPOSED RORETENTION AREA mm\�'BD:., BUILWNG E 91OOTH DESIIGNEO FIC
TFIV611I TO DNW
PRIi
C ROUC44 GRADE THE ROMEHMN AREA DOWNIC GENERAL.CONSTRUCTION. C7675 PAVEMENT CHECK BY:
IN SMUCfURE
5. EXCAVATE PRETREATMENT CELLS AND/OR SETIVENT FOREBAYS PROF?TO ETORVENIFOR CON�Fllvctvc R�77JFO 4'PERT. AREA 19 C78, q
5. 00 HOT CONSTRUCT THE RORETENRION AREA UNTIL ALL DISTURBED ARM MINN TIT[CoNiNUUTING DRWALUSE AREAS 1-74.93(URDENOWIS) WOW(900$y.) S FR.,
HAVE 1=74AL3 TOUT}
(SEE WINES)
BEEN OWED AND STA&I-II
7. INSTALL TEMPORARY FRESTON NO SIOMENT CONTROLS TO DfWT STORVOTER AWAY FROM Hit DOICENTON AREA.
8. EXCAVATE THE BIORETENTION WUIY TO TILE DOTTOY INVERM OF Tiff SUBDRAN SYSTEM.
% INSTALL THE FALLEN FADRC ALONG OIL EXCAVATION SIDE WAILS. EICHLER FIELD YNT AND REPORT
WL 01
10.RP THE BOTTOM SOIS TO A DEPTH OF SIX INCHES 10 PROMOTE GREATER INFILTRA
12.INSTALL.UNDERDMIl AS IN ON DRAIVNGS. ENCANEER FIELD VSfT NO HIP05T REQUIRED PRO. TO CVjW 111E UNUERBEINN �11:NEHDI�CATED Z
11.INSTAIJ.THE OVERFLOW OUTLET STRUCTURE AS SPEORET)N THE DRAWINGS
E(3)DELON.
13.PiSTAIL PEA CRAWL LAYER AS NBCATEC ON DRAAAANq.
---- ---- -------- -41----I---- -------- x
PROAAM WD FIT ------
IC BEIM APPROVED ELDRETTIFTION Sot AND STORE 04 ADJW,Elff FF 4[UPEWOUS AREA OR PLASTIC St FTV G. TPAFIS(TIM TO
WLQR Nff A W�.9Y T U DELIVERY I THE E
15R BACKF&L'AfIll APPROVED IKORETENTION!591 TO THE END G -&(ROOV NOS. A I Tjr
MUM -9Y,5j" L L TILL PaTED)AS INDICATED 0,11 DRAW�
-PLE(I CATION) 0 s 0 SITE.
44 CV~OR TO UWAN
I CONTROL.BLANKETS AS IND,CATED OTT W%NGS� I POSHOE PACH AWAY
6.STAB LIZE ALL REMANNO DISTURBED AREAS NO SIVE SLOPES WITH SEEDIO, IYDROS�EUNG, AND/OH EROSION
ED t I PREPARED FOE;
17.INSTALL ROREUENTION PTAI NITINGS AS INETCATED ON DRAWINGS. DO NOT PLANT BEFORE THE REMAMNIG DISTURBED AREAS SURRQUJNDNG THE FACILITY ARE STABILIZED.
18.INSTALL MULCH LAYER AS INDICATED ON DI
(I s
19.CONDUCT FINAL CONSTRUCTION INSPECTION WITH ENGNEER. EN5UNLLB RU VS UT AND REPORT RIJAHRIP--gL-fflff
vid v9ml uld
20.REMOVE REMAINNG ER09014 A14D SEDNEllf CONTROLS ONLY MIER SWROUNDING DSILFFOED AREAS HAVE BEER N� RCG LEG
PROPERLY STABILIZED. 17 RA 00 STREET
EXISTING BUILDING #36 4%,
NOTES: FF=79.50 viximn- SOVERVILLE.MA 02143
t)SEE GENERAL CONSTRUCTION NOTES FOR OVERALL CONSTRUCTION SFOUENCE.
(Z)SEE GENERAL NOTES/SPECIFICAT]UiS/CO.NSMUCM!I DETAILS FOR BEEN"CONSTRUCTION REQUIUNFINS,
gOANDMORY NOTIfICATION/APPROVAL,OF TILE PROJECT ITTIGNEVIT IS REQUTM PFSOR TO PROCaQNG WITH NEXT
PROJECT:
&STRFOLF; WEST MILL.PARKING LOT
HOT ADD FERTILIZERS OR OTHER SQL AMENDMENTS TO THE 130ETEINION SULS UNLESS COMPACTION. NORTH ANDOVER,MA 01845
QQN5TfTUCTIQN NOTES 5. FURANKMENT/DEEM FUL INSTRUCTED BY THE ENONEER. ]HE PLANTING SOL SPECIFICATM PRV40C ENOUGH ORNNIC DO 140T MIX.DUMP OR STORE I.W OTHER MATEECALS OR SUBSTANCES THAT MAY D E 10.OUTIFT STRUCTURE
1, EXAMM110 A,CONSTRUCT EVIANKIAENT/BERM IN ACCORDANCE WITH SPECCCATIONS AND AS Lia.CATED ON wAFEEJAL to ADEQUATELY SUPPLY NUTRIENTS INDAI NATURAL CNI D.HARVFUL TO PLANT GROWTH OR PROVE A ff NMNCE TO THE spEARTINc MANTULANCE OR 9ZE AS INOXIATED ON DRAANGS.
A.VI LAYOUT&NO OFLENTATICAN OF ROREIENTION AREA AND CONNIONONS. DRAWNGS. INSTALL ETORETE]NDON PLANTINGS AS INUCATED ON WWNGS, WATER MANG WFEx$Of NO OPERATIONS WITHN ITIE RORETENUON AREA.
It VERITY ENS WE IS READY TO RECEIVE WIDW AND EXCINATIONS,DMENSIDNS,AND RkIl FOR THE FIRST%Q,MONTHS. B.FIBERGLASS RENTORCED PLASTIC MA13+OLES OF SIZE INO'CATED ON DRAWINGS.
ELEVATIONS ARE AS INDICAPED ON DRAWIM. 6. INMADQ,11 2. FILCH
2. PREPARATION A CO HOT CONSTRUCT THE DONEE ENI AREA UNTIL ALL INSTURBED AREAS WITHIN THE U 00 HOT PLALff BEFORE THE REVNILNG DISTURBED AREAS SUR1,0VI THE FACULTY ARE A.FINE SILREDDED WELL Ad3fl)(6 MUNDT 141CMU11)HATTITWOOT)VUI PREPARED BY:
CONTROUrPING DUCT
AREAS HAW BEER GRADED AND STABLIZED. STARLYZED.
E.REVM SEDUENT ACCVVUtA1E0 IN ME UORDEWTON AREA O,84NO THE PIMfflNG PHASE. KARDhOOD MULCH IS PREFERRED TO PREVENT FLOATING. ff HARDAM MULCH IS NOT
A.CALL ("SAFE AT NOT LESS THAN THREE WORKNG DAYS B.REMOVE SEDI ACCUMULATED ALONG THE EXCAVADON FLOOR MR44G SITE CONSTRUCTION AVAIA&E A FINELY DOUBLE NE]Wj,WELL ACED,ORGANIC DARK P.V. MULCH MAY BE
BEFORE PERFORM' FORK. PRIM TO CONTINUNG ATER THE EtORETENTION FACILITY CONSTRUCTION, F.IF SUITABLE MFGFTATWE COVER HAS HOT BEEN ESTABLISHED ALONG PIE EFOREVENTION SIDE ACCfPrAI ON A CASE BY PER SAMPLE SUBMITTAL AND ENGINEER REVEW.
B.REQUEST UNDERGROUND UTILITIES TO BE LOCATED AND UARXED WITHN AND SURROUTIMIG C.FORM BOTTOM OF EXCAVATION 10 CORRECT ELEVATION. SLOPES PRIOR 10 PLANNING.INSTALL A$11 FENCE PERVEITTR AT THE TOE OF THE EL A MULCH SAMPLE'.MUST BE SUSVffTED AND APPROVED BY THE INGINIER PROR TO DEUVLJI Civil--DESK�N
CONSTRUCTION AREAS RORETENTI)ON SLOPES AND LEAVE:IT?PLACE UNTIL AN APM&D VLGLTATK COVER M BEER TO THE PROJECT SITE.
D,F INFILTRATION IS PROVOTE.O,INEN RP THE BOTTOM$oL$TO A DEPTH Of SIX 14CHZS TO ESTABLISHED.
C.IDENTIFY REOLLED LINES,LEWIS,CONTOURS.AND DATI.N. PROMOTE GREATER NfILTIMMON. C.INSTALL.MLXCF1 LAYER AS INRCATE)04 DRAMNGS. MIX APPROXIMATELY HALF OF THE 3. FEES.EABM GROUP,f.l..0
D.CLEAR NO GRUB THE PROPOSED BUDRETENTION AREA. E.vsTALL THE III FAwC ALONG THE ExcAYANoR smE mis K"spEoFUN LIT THE SPECIFIED MULCH LAYER 6190 PIE RORETENWIT SOL TO A DEPTH OF APPROXIMATELY 4 NOIJ-WOVEN GEOTEMWLE rA8RC WITH NOW RATE Of>110 FOOT.
3, EXCAVATION oRANNGS, U,PETER TABU IS TO BE INSTAL1111 PLACE 111L FILTER FABRIC ON THE SDES INCHES TO HELP FOSTER A EIGHTY ORGALLC SURFACE LAYER
OF THE IKORETENTION AREA WITH A MNVUM SIX INCH OVERLAP AT All JONTS. FL REMOVE RDANILINC ERM014 AND SEDIMENT'CONTROLS ONLY WIPER SURROUNDING IXSTVR8ED IL CLASS V APPARENT OPENNG 97E(ASTW-0-4751)�
A,EXCAVATE BrORITTENTION AREA IN ACCORDANCE WITH COTERIE,NOTES NND SPECIFICATIONS. F.INSTALL ANY ItVPORAR(EROSION AND SEQUENT CONTROLS TO DART STURVITATER AWAY AREAS HAVE BEEN PROPERLY STABUZED. C.GRAB TENSILE STRENGTH(AISV-D-4632)BURST STRENGTH(ASTIA-D 4833).
B.TO%A81E COMPACTION,WORK EXCAVATORS OR BACKHOES FROM THE SIDES TO EXCAVATE FROM T14E EaRETEINION AREA DURNG FIMW CONSIRUCT104 AND UNTIL 11 6 COMPLETED. 1. CONDUCT FINAL CONSTRUCTION nspcnou Arm ENOmER. 4, PEA Q%,k)U 21 HIGH STRI-El',STJITE 207
THE OREHINTON AREA TO ITS APPROPRIATE DI DEPTH AND DMENSCLiS. USE SPIECLAL PROTECTION MEASURES SUCH AS EROSION CONTROL FABfFCS MAY BE NEEDED TO
EXCAVATING EOUPkflENT WITH ADEQUATE REACH$0 THEY DO NOT WORK N THE FOOTPFLNTT OF PROTECT VULNERABLE SIDE SLOPES FROM LRO90N DURNG THE.CONSTRUCTION PROCESS. 9. CLEAR UP A.3/8'WASHED STORE NOR III ANDOVFR,NIA 018,15
THE BORETIENTIDT!AREA IF APPLICABLE M40 PER THE.ENGINEERS()NECTION USE A C01 G ESTOUSH REVATIONS AND PIPE INVERTS FOR INLEIS AND OUTLETS AS INIXCATED ON k AFTER COMPLETION 11 11 IBI�511'11 Nvww.cdgcnginecAlnp.cojN
CONSTRUCTION APPROACH IN LARGER 11ORETENI 04 RVNS,WHEREBY THE BASN IS SPLIT INIO *QNj%,�NGS FXCI&1�1 PROPERTY NSP05E ALL TOR 5' TV ' -
500 TO 1000 SQUARE FOOT TEMPORARY CELLS 1111TH A 10 TO 15 FOOT EARTH DELUGE Ill CONSTRUCTION WATERALS,RU oj� FROM THE PROTECT SSE, FALPAM md mmm mu
BETWEEN,SO THAT CELLS CAN BE EXCAVATED FROM THE SIDE, PROMPTLY ANY IDENTIFIED DEITCXFNCfS AIM LEAVE ME PROJECT SHE 64 A CLEAR AND A 3/4'CRUSHED WASHED STORE,CLEAR AND PI DF ALL FIRES AND MEETING AASHffO M-43, p:978494-5100 f-978-965-3971
H.11151MI,THE 96RFLON OUTLET STRUCTURE AS INNCOIAT)ON DRAWINGS. SATISFACTORY CONDITION
C.EXCAVATE AND SdCh,ANY PRETREATMENT CELLS NNOIOR SEDVENT FOREBAYS EMT AND 1. INSTALL UNDEFORTARL INCLUDING 4 INCH PERPETRATED PRE GRAVEL AND FILTER TABI 0.4 6' PRE
SENED TO FEAR SLONEUTS PER THE DRAWNGS. TOP OF THE UNDER)RANI GRAVEL AS INOCATEN ON WW4. PUCE MYTL AROUND THE A.UNDEREIRNIN
Q TOUGH GRADE THE BEDRETENFROM AREA FITTING GFMJW,CONSTRUCTION, EXCAVATE T14F UNDERDRANN RPE AS INDCATED IN THE DEINLS,OBSERVATION WILLS ANO/OR CLEAN-OUT 4'RGO SCHEDULE 40 POO RPE,Aff-I 3/6'PERFORATIONS 0 6-OC.MEETING ASIDE) SHEET:
IL0q1:Tu4IOR1 FACILITIES TO WITHFAI I FOOT OF UNIMERM"N BOTTOM. PA",MUST BE PROMOFT)(SEE PLANS FOR LOCATICII). 1765 OR AA5PfQ M-278.
E,IF THE BORETENTION AREA IS TO BE USED AS A TEMPORARY ORANAGE STORAGE BASIN DURING J. INSTAL PEA WVEL LAYER AS IND1,CTED 01 DRAWINCS. A,USDA LI SOL CLAS&f ICAITON: LOAMY SAND CONSISTING Of A UNf M� M�k ITUTE OF
7'S AND YS FITTINGS AS REQUI FOR THE UNOEI CONUICURATION INDCAILD(94
NO*0U5 WEEDS AND FREE OF STORES,STUMPS,ROOTS OR OTHER SMEAR OEUE.1S LARGER DRAWING.
THE EARLY STAGES OF PROJECT CONSTRUCTION THE&'DE SLOPES SHOULD BE IEAR`OHAFFLY K. DELIVER APPROVED RORETENTION Sat AND STORE 04 ADJACENT FIFFEROWS AREA OR THAA1 I INCH. A TEXVIUL ANALYS6 IS RECURED FOR CONFORMANCE TO THE SCUM.. GRADING&
StMU2ED AND StIf FELICE INSTALLED ALONG YHE TOE OF THE ROUGH GRADED ELORETENTION PLASTIC SITUETINC. COMPOSITION CRITERIA LISTED BE10k B.COINECTIOLTS TO STORM DRAIN SYSTEM.
SLOPES TO MNAAZE EXCESSIVE SEDAIDITATM OF THE MORETEKTION FLOOR 85-88%VEOUM SAND.
7. EM.101JUNO C,LINDERT)'A'AN CUEANDIAS DRAINAGE PLAN
4, cpy�kpxu 8-12%SOL PINES(<2X MY). FOR PERFDRAIED SCHEDULE 40 PVC PIPE,PVC ELDON,CAP,AND All.A56OCYATIA)FITTINGS.
A RCA(PLL WITH APPRG.ED BORETENTION 501 TO PIE DESGN GRACE AS SPEOFTED IN THE 3%ORG&C MATTER(0111.AGED(6-12 MONTHS).WELL AERATED,ELAF COMPOST 0.4
A.MN,.V,7f COMPACTION OF BOTH THE BASTE OF THE FLORIFTENTION AREA ANO TIE REQUIZED DEAAW�$,S. APPROVED EQLAVALFFNEI 7� J9.95V B-mcT-1A.:L-5q)f skETI
BACKFILL COMPACTION WELL SIGNFICARTLY CONTRIBUTE TO DESIGN FRLVRE.
B.USE EXCAVATOR OR BACXfIOES TO EXCAVATE THE RORLIENTION AREA R PLACE SOT IN 12 INCH III UNTIL DES^.RED TOP ELEVATION OF BORETENTNON Sot IS B.PRUVDF A SOL TEST Of FILE BACRETENTION SOL FOR CONFORVAIiCE TO THE FOLLUANG &WOVEN,100%BIODEGRADABLE JUTE FIBER 7.70 SOFT.
ACHEYED. DO NO USE HEAVY EQ.KPUENf MINN THE HDRETENTIUM HNNI. HEAVYOfiffrolk, RONET SI509N OR APPROVED EQUNALENT,
C.IF THE ELORETENDON AREA IS EXCAVATED 1,19ING A LOADER USE ONLY WIDE TRACK OR MARSH EQUhPVENT CAN BE USED AROUND THE,PFTLMETFR Of THE Rk&N TO SUPPLY SOILS AND SAND, PH HANGS: 5.2-7.0.
TRACK LOU'SWEII EIGHT FIRES, WITH TURF TYPE)ERGS. USE OF LOUFNINIf WITH WAIT 3 DAYS TO CHECK FOR SETTLEMENT,AND ADD ADDRIORN.MEDIA AS NEEDED MAGNESIVU, PNVUM 32 PPTk 81 RINGS
NARRON TRACKS R WRION TIRES,RU88M TIRES WITH LARGE LUGSOR RGH PRESSURE C DO HOT COMPACT&ORIFTENTION SOT,ATIN MICHANICAL FOUTIENT. PROSPIMOUS(P1205): NOT TO EXCEED 69 PPM. k AS IN7,CATED ON DRAWN'C&
TREE CAUSE EXCESSIVE COUPACTION RESULTING IN REDUCED INFILTRA,104 MIES NO STORAGE C.
%XUVZrS AND IS HOT ACCETTIMILE, 0.CHIDE EFORETENITON MATENTALS WITH LJOHT EQUIPMENT SUCH AS A COMPACT LOADER OR A POTASSIUM(K20): M,,NVUM 78 PPM. EL
D.COMPACTOR CAN BE AILEVATIM AT THE RISE OF THE 110REITIMMN FACILITY BY USNO A DozERAWER WITH MARSH TRICKS. SOLUBLE SQTS Not TO EXCEED 500 PPM.
PRVARY TILING OPERATION SUCH AS A CITSTA,PLONK,RPPfrR ON SUUWUN THESE TILLING C.5TK)'LJZE ALL REMMYNG D'STURBED AREAS AND 9DE SLOPES ATTH SELDING,IffDROSELD.NG, IF THE SOL PH 6 HOT WTHIEN ME ACCEPTABLE RAN
GE WGf NAVETO Wf IT LIVE 10 RASE THE Pit A.NEW ENCLAAO CONSERVATION/WILDLIFE/MIX OR APPROVED ECILINALENE.
OR'ATTH RON SURFAIT TO LOWER THE PH,AS N t. ALL TESTING SHOULD BE RATE.25 LESS/ACRES OR PER SEED WANUFACTUSER'S RIOUREVENTS. COG PROJECT 1: 15001
OPERATIONS ARE PERFORMED To FqtRACHjEAE THE SDI-PRoRLL THROUGH 11i 12-IN MO/OR EROSION CWTHOL BLANKETS AS INDICATED OR DRAWINGS. PERFORMED BY THE SAVE TESTING FACUTY TO MMUTAM CONSETENT RESULTS. SUBMIT THE B.APPLICATION RA
COMPACTION ZONE. SUBSTITUTE MOTTOES MUST BE APPROVED BY THE ENONEER.ROTOILERS SOIL SAMPLE RESULTS TO WE ENGINEER REVIEW NO APPROVAL PRIOR TO DELIVERY TO THE
TYFFCALLY 00 NOT TILL DEEP ENOUGH TO REDUCE THE EFFECTS OF COMPACTION FROM B. PIR&K PROJECT SHE
HEAVY EQUIPMENT.
A,PRAT B)ORETENTION AM IN ACCORDANCE WITH PLANTING PLANS A-40 SPEDFICATIONS. C.VOLUME OF FILTER MLDA aSED ON 110%OF PEA(VOLUME to ACCOUNT FOR SETTLING ORORATE: 07/13/2016
F.DO NOT COMPACT BORETENTION Sol,WITH MECHANXAL FOUJIMENT.
B.FILE PRIMARY FUNCTION OF THE[KORETEMBOR STRUCTURE IS TO IMPROVE WATER QUALITY. DO
)h/
GENERAL NOTES . .......
L, 706`1 C D,.STR.CT INFORVATKN C6TANfD FROM THE TOWN OF h&RIN ICCC4101 ZUING ORONANCE AS AVOIDED THRO.0 REFERENC SIGN CONSTRUCTION
WAY ig,2015. 1 (
2, ]ME PROJECT SITE INCLUDES LOT I ON PLAT 54 AS SHOWN OIL THE TOWN OF'NORTH&SWilli A W.SSORS MAPS AND
TOTALS t24 ACRES $rr
RI-I
3. ME PROACT UES WHHN DIE I-S(DOA1,400N OVERLAY)DSTRCT. I . �y "I V,
omp
4. IMODIFICAno TO III's PLAN MAY OCCUR AS UNFORESEEN CONORRONS ARSE.ALL CRIMES 54ALL BE ARPROICD BY THE
ENGIULL NS RI DATE 1.11111
�,7 cj
R78 OWNER SHE ENVUEER,W AFTROPRATE REGULATOR(AGENCY PROR TO INSIALLAITON 594f�.E WEIMCIUS AREA WITTEN
5. ALIERNANVE MElhODS AND PRDDUCIS OTTER THAN IIM SPECIFIED MAY BE USED F REVEWID AND APPRUAD Erf TIE
-25'NO DMUREI ZONE
6. THE CONTRACTOR SMALL WITAT SHOP DRAWNGS OF ALL PffSjALFFg,&%,D PLANT SPECIFICATMIS TO THE CANER
AND SITE EMAlER FOR REMEN AND APPROVAL PROR 70 FIRCAT I R TO THE SITE ALLOW A FINVUL!OF _�t, (2 AREAS)(670f SF.PREVIOUSLY
14 WORKNG DAIS MR REVEW. SEOFFIENT FOREBAY At"OVED,REDUCTION OF 2761 SJF�) 2
7. THE CONTRACTOR SHALL CO:AS-OULT RECORDS OF N.I.CONSTRUCTION(,%Q UUT4 UNDERGROUND UJUIDES)TO THE BMIENTRIN Am R7-Ela VAN
OPNER AT THE END OF THE NSTRUCT0. (SEE DETAIL) ACCES96LE
JAROS,DOORS.NASIERS,RAMPS,ETC. R3_11
1""1 1 4
60( R311
2. UVIS OF PA WENT SHAH BE CURLED AS SPEOFIED. 23 5
SITE LAYOUT NOTES
11 REFER TO DRANNrS HIM ENACT DOWNS DVENSIONS ANU WERM FEATURES INCtMON9 UNIFY"IFE5.
R�R
J. ALL CUSITE CURB SMALL BE 140MC11.GRANTTE AND ISTUVADUS CONCRETE CURB.METRICAL GRACrE CURS SH41 MEET PRAMENT VA A TRANSffK)N[hL CURB STONE. LIMIT OF PAVEMENT&
4, ALL PAlrKNG SPACE UMENSIONS AS 511GON ON THE PLAN ARE 9'WOE r 18'LONG. VOC TO MEET OEM 00 PROPOSED 6
OF OTHERS
5. PAVEX017 MARKNGS AND STRANG SMI PNNTED WITH 2 COATS OF PANT(WHITE OR WHOIN,$If PLAN)PER FEDERAL, RELOCATER FFGNT-, END BRUMNOUS CONCRETE- 12'I= RI-1 voc WDOOCIN wom SEDMENT FOREBAY& PAVEMENT(TV,) I SWRAR
SPEOPICAIND4 Ti.-P-115 TYPE 1:"D. LOCATION FROM (CENTER OF MIS To 1981LF 4' ROMENTM AREA 19 1 BN
6. PAVEMENT LIMBS SMALL BE 2'WOE X 2'LCT4� %�iow DDDm BE SEE R`"M EOP) RM RETAINING WAUL (SEE PETAL)
24' + I GT
--------------- STOP 60 DOC TO MEET LASTING
7. STOP BARS SMALL BE 12'WIDE AND SOLID/DASHED LRES SMALL BE 4*111 wont(SEE SHE fVJ1I FOR IBM&COLOR). END I t BCC
8, ACCES59LE PIRKiNG SPACE SKU CONUDRY TO WE LATEST EDITION Of THE REOURVIENTS Of TIC AFIEFCCASS WILL 19,
11
aswiTLES Act("MS057HE ARCHILECILRk ACCESS BOARD(AAA)AS SHOlk NS.-I OR THE SRE PLA LIFAIT Of I J 2
FACE OF D0C
9. ACTFISRUE PARKIN,Arl"if STRI'MO bva COII��Sf OF 4*SOLID AZURE BLUE UNT�S ORLIMIR AT A 45 DEGREE ANGLE 20 0 10 20 40
AND SPACED 3'04 UYER. vu RER&AMATE
I BN- FLUSH WITH
'IA EDGE OF 10. DIFECTIONAL AND ACCESSOLE&QNS SMALL CONFORM TO THE LATEST EDMON Of THE MANUAL ON UINECRU TRAFFIC
18.4 BULM
TO GIW'KC SCAB-E N FEET
CONTROL DEVVES(MUTCO)FOR COLOR AND S7E. TO MEET
PREIlOOS DE%wN +
11, ALL HAT WORK WITIMN THE FFCHr Of WAY SHALL CONFFORFA TO MUNICIPAL/SlATE STANDARDS.ACCESSIBEL RW LENGTHS +, TO ET OF PAVEMENT
MAY VARY RffTR TO SITE PLAN FOR ACTUAL DMENSONS. I _91- 1 EXISTING TO MEET EOSTM ----------------
N STONE DUST 8 BUILOING
WAKRAY TO MEET
,;x
12, SHOW SMALL NOT BE STORED LANDSCAPED AREAS�EXCEPT FOR DEVVATED SNOW STORAGUREIFS.2111010 I LS SWL(TYP.) DEW CONCRETE PADS DE&ICNED BIT: PITH
n NIT
BE STORED III ANY MAMSER WWH AMCTS VS'EUfTY FOR PEDESTRIA145 AND VERICLE&THE QEUN Em END DOC
COVVENCE WHEN STOCKPlED S,'0 N EITHER IVPM THE 9DEWALX OR PARKING SPACE ACCESS,AT%HCH 11VE,THE 6 (Typ.or 3)&PAVER CHECK BY: MAL
APFOCANT WOULD BE EXPECTEDITO REMOTE THE SNOC PROPOSED wmy To AIN(PER
owCREIE QmR's wwm)13. REPLACEMENT PAVEMENT AS A RESULT OF UMM AND DRAZWX TRENCHING WTHN THE.RCHT-OF-AAY SMALL MATCH I
DAIINC PAWvfm THICKNESS, I NSSR PAYEMEHIr cmj SEAL:
14, 547E UGHT TO BE INSTALLED PER OCTAL.CONTRACTOR DOLL PETTILY THE ENGINEER IF THS DSIANCE NOT BE + 7
ACHIEVED SUE 10 DWUa OR UTILITY CONfUCIS.ROPER TO DETAILS FOR STE MIT POLE RAM DEINCLASNAND .............11 • 24' .................
SPECIFF .............. .........
CANONS. GENERAL LANDSCAPE NOTES LA F
1. CONTRACTOR SMALL MAKE A SITE VISIT PROR 70 0 DUNC 70 EXAMNE EXISTING CONDITIONS
.................
R7
CO
NTRACTOR TO FM411ARIZE THEMSELVES W/DES�GFI DOCOVENTS HOLES A,DETAJILS ADD THE MASSACHUSETTS
MAO
-fE
D PARTIMIENT OF TRA,'45PORTATION STkflDMHO SPECIFICATIONS FOR HIGHWAYS AND BROGES,CURRENT CIANX4,2. CONTRACTOR SMALL NOnFY/COORN3dAH7 hlTH THE MUN.0PALI1Y PR6,OR TO Pb*4 WAIL40AL INSTALLAITON. 4 1 USSR 'A
J. PRIOR TO THE PRE-CONSTRUC7104 MEETING THE CONTRACTOR SMALL CUCFACT D30 SAFE:0 811 TO HAVE THE PREVIOUS DESIGNez
LXGTING UTILMIES MARKED. RI-1
WC TO MEET vn, I AXE
-Y UiSnNG CONDnIONS FOR THEMSELVES. I BN
4. ALL CONTRACTORS SMALL INSPECT SITE PRIOR TO BDDNG TO VERIFY * - j v
5. THE CONTRACTOR SHALL SUPPLY ALL PUV41 MATERIAL IN QUANTRUES SUFFICIENT TO COMPLETE 111E PLANTING IV LONG _11
4- 6'WIDE FLUSH
$1061.4 OFF THE ORkNNOS.SEC SPECTICAMON. STOP BAR 11 END VGO CONCRETE PROPOSED
6. ALL P T MATERIAL SMALL CONFORM TO THE GUIDELINES ESlAEHUSHED BY'FEE AMERICAN K MELT DESIGN BY 1131RIMINCALIS CONCRETE vl�l
LAZ 4 LIMIT OF OTHERS PAVEMENT 7 LA
STAND DJOR NURSERY STOCK",PUBLISHED BY T14E AVERICAN ASSOCIATION OF NURSERYMEN,INC. PREPARE
ANS, -, PAVEMENT TO SOEw4x TO EDP TO MEET D FOR:
Z60. -CURRENT EDITION. FILM MCRETE
MEET DESIGN BY R WH I GT
7. ALL PLANTS TO BE 84110 IN BURLAF1 OR CONTANER GROWN.NO PLASTIC BURLAP. OTHERSnts
C OF ACCEPTANCE. 0
8. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS FOR ONE(1) FULL YEAR
FROM OAT We T MEET ........
9, REAL ALL CONSTRUCTION SCARS WITH NAlUR.AlJZE0 CRASS, LAWN OR MULCH AS INOnATFO BY PREVIOUS CC"
AS DIRECTED BY LANDSCAPE ARCHITECT.DRAWINGS AND/OR W WIDE FLUSH-/
00FACREfE SMWLX
l(%'DRY ROOTS"SHALL BE ADDED TO ALL NEW TREE PLANTING PITS.ALL NEW LOAM SHALL BE EXISTING BUILDING #36 RCG LED
FESTED ARD kVENDIED AN STATED IN FILE LOMA REPORT.PROVIDED BY LOAN SUPPLIER. 17 IVALCO STREET
FF=79.50 SOVEWLLE,IN,02143
11.LANDSCAPE C N R THE 01 DAY MANITENANCEOPITRACTOR SMALL SUBVFr A WATERING SCHEDULE PROGRAM ED
PERIOD FOR REVIEW BY THE LANDSCAPE ARCHITECT&TO OWNER FOR ALL ---------------------
AL
PROPOSED PLANT MATERIAL. [M SPACUES
12.PROTECT EASTING PLANT MATERIAL WITHIN CONSTRUCTION LIMITS. PROMDE WATERING PROGRAM FOR PRO)ECT:
ALL PROPOSED PLANT MATERIAL DURING CONSTRUCTION. If WEST FALL PARKING LOT
13.DECIDUOUS TREES SMALL-BE AT LEAST 2"IN CALIPER AS MEASURED 6"ABOVE THE ROOT BALL AT 1 NORTH ANDOVER.FAA 01845
TIME OF PLANTING.
PREPARED BY,
C I V. ii'S I G N
L IrT.-M I _� GROUP,LLC
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LANDSCAPELEOFND
21 UFIGH S T`RVI T,SUITT.207
V
NOR'I'll ANI)OVER,NIA 01845
-1 S-I'll, 0A 14 Cu M
111110 3)L.OAM DEFrH$ PLAN YEW Eg p:978-794-$400 f,979-965-3971
rfv31"
C2 �A,
LAWN OF245Y
SHELF:
DECIEFILIOW IEEE K"M AND BITAKM
LOAM DEPTHS SITE PLAN
1. LOW DEPTHS A5 fu ,
M ARAR 6'. BE �
" THrl�ss
PLANT DUM 1`-0'L(Wl DU7H IN HE KAVMD AM VIM 2' --J----
MiLai PLANT MATERIAL LIST WEST MILL PARKING LOT, N. ANDOVER, MA.
60LArED PLANTED&k%n-V-U'LWR ICKH SYR-
2, "ms S�u BE tm�vwvvfury U xTWE rear, 130TAFKAL NAME COVVON NAME
AN)RAf WxvX DJT Is I LACED TO THE FOULOWN,SPEUES: DECIDUOUS AND ORNAMENTAL TREES
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--------DATE. --- 07/13/21M6