HomeMy WebLinkAbout5096 601 Route 28 Proposed Modifications DrawingsPROPOSED MODIFICATIONS AT
601 MAIN STREET (ROUTE 28), WEST YARMOUTH, MA
CAPE COO FARMS
Bill I'Ll i j
GENERAL NOTES
1. ALL LANDSCAPING SHOWN ON PLANS SHALL CONFORM TO THE TOWN OF YARMOUTH ZONING
REGULATION',
2ALL SITE UGNRNG SHOWN ON PLANS SMALL, BE DIRECTED ONTO STE AND CONFORM TO THE
APPLICABLE TOWN OF YARMOUTH ZONING REGULATIONS.
3, SITE IMPROVEMENTS DEPICTED ON THESE PUNS INGWDNG THE PROPOSED BUILDING, PARKING,
WALKWAY CURB CUTS AND REQUIRED SIGNAGE SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT
(RDA) MAAB AND YARMOUTH COON DISABILITIES IF APPLICABLE WITH REGARD TO DIMENSIONS.
G E MMISSION ANTI NUMBER OF SPACES.
4 THE LOCATION OF EXISTING UNDERGROUND UTILTIES (ELECTRIC. GAS, TELEPHONE. WATER AND SEWER
SHOWN ON THESE PLANS IS APPROXIMATE AND WERE OBTNNED FROM VARIOUS SOURCES OF iNFORMATI N.
PRIOR TO ANY EXCAVATION ON THIS SITE, THE EKCAVATINC CONTRACTOR SHALL MAKE THE REQUIRM 72
HOUR NOaFlCATICN TO DIG SAFE (1-085-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE,
PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
S. THE LOCATION OF CASTING EXISTING UTIUTES, TOPOGRAPHY AND PROPERTY UNE INFORMAMON ARE
TAKEN FROM A PUN ENTITLED, "EXISTING CONDTIONS PUN IN WEST YARMOUTH. MASSACHUSETTS 801
AWN STREET ROUTE 281, PREPARED BY BORDERIAND ENGINEERING, INC. 810 PLEASANT STREET,
RANDOLPH. MA 02565. PREPARED FOR CHOURAN ENGINEERING GROUP, 1t2 STATE ROAD, DARTMOUTH. MA
02747. DATED MAY 4, 2023. SCALE 1 INCH - 20 FEET.
8. T SHALL BE THE CONTRACTOR'S SOLE RESPDN519LRY TO OBTXN ANY AND ALL PERMITS REQUIRED BY
THE STATE OF MAESACHTSER' AND THE TOWN OF YARMOUTH PRIOR TO COMMENCING ANY WORK.
7, PRIOR IC ANY EJLCAIGLTKIM ON THIS SITE, THE DGAVAmG CONTRACTOR SHALL MAKE THE REQUIRED
72 HOUR NOTIFICATION TO DIG SAFE {1-866-344-7233} AND ANY OTHER UTILITIES WHICH MAY HAVE
CABLE, PIPE OR EQUIPMENT IN THE CONBiRUCTIOM AREA FOR VERIFCkTIOM OF LOCATIONS.
8, THE CONTRACTOR SHALL BE RESPONSIBLE TO RENEW THE CONSTRUCTION DRAWING AMID TO N07IFY THE
ENGINEER WITH ANY DISCREPANCY BETWEEN THE PROPOSED WORK SHOWN ON THESE PLANS AMC THE
REQUIREMENTS OF LOCAL AND STATE CODES.
9THE CONTRACTOR SWI.L BE RESPONSIBUE FOR THE SECURITY ANTI JOE SAFETY ON THE SITE. THE
CONSTRUCTION SHALL EL PERFORMED N ACCORDANCE WITH 'OSHA" AND THE LOCAL MUNICIPALITY
CONSTRUCTION STANDARDS,
10. ALL SIGNS AND PAVEMENT MARI TO BE INSTALLED WITHIN THE FROIECT SHALL CONFORM TO
THE APPLICABLE SPECTCATIONS OF THE MANUAL ON UNIFORM TRAFFIC MINI DEVICES (ulRCOJ ANa
SHALL CONFORM TO APPLGABIE TOWN OF YARMOUTH ZONING REGULATIONS WITH ,ILA, PERMTS SECURED
PRIOR TO INSTAILXION.
11, THE CONTRACTOR SHALL PROVIDE ALL MATH LLS, LADOR, SUPERVISION, TOOLS, EQUIPMENT,
FUEL., POWER, SANTARY FACC7ES AND INC0EKTALS NECESSARY FOR THE FURMSNINC,
PERFORMANCE TESTING, START-UP AND COMPLETION OF THIS WORK.
T2. THE CONTRACTOR SHALL 1MNTAH EXCAVATION IN DRY COHDITON'.
13. THE CONTRACTOR SHALL BE RESPONSIBLE TO DISPOSE OF ANY UNSUITABLE OR SURPLUS
MATERULS PROPERLY OF STE IN ACCORDANCE WITH LOCAL AND STATE ENVIRONMENTAL =ES.
14, ALL EXISTING UTILTTES WATER, GAS, DRAINS, & ELECTRIC SHALL BE PROPERLY PROTECTED
AND MANTAINED DURING THE CONSTRUCTION PERIOD. ANY DEVIATION FROM THE CONTENT OF
THESE PUNS WITFiOILT WRITTEN CONSENT OF THIS ENO'NEER WOULD KwE IT NULL AND V010.
15. IN CASE OF A CONFLICT BETWEEN THE PROPOSED WORK SHOWN CN THIS PLAN ANTI THE
APPLCABLE LOCAL AND STATE CODES. THE APPLICABLE CODES SHALL GOVERN.
16, THE CONTRACTOR SHALL SHORE, BRACE, SHEET PIE OR OTHERWISE SUPPORT THE EXISTING
UTILITIES AND STREETS NEXT TO THE PROPOSED WORK.
17. ALL CONSTRUCTION MATERIAL, COMPONENTS. AND METHODS EMPLOYED ON THIS PROJECT
WORK SHALL CONFORM TO THE TOWN OF YARMOUTH OR THE MASS DOT FOR BRIDGES AND
HGHI AS AMENDED TO PRESENT.
18, DESIGN LOADING FOR ALL PRE -CAST UNITS TO BE AASHTO-H2D UNLESS OTHERWISE NOTED,
19. RESTORE ALL DISTURBED AREAS BEYOND PROJECT UNITS AND 8" LOAM AND SEED ALL
AREAS NOT PAVED.
20. COORDINATE UTILITY INSTALLATION WITH APPROPRIATE VENDORS,
21. ALL OUTSIDE MECHANICAL APPURTENANCES TO DE PRICED ON CONCRETE LMOW PADS AND
SCREENED WITH FINISH TO MATCH BUILDING.
22. ROOF DRAW TIE-INS AND DRAW UNES SHALL BE INSPECTED PRIOR TO BACKFIWNG AND
PAVING.
23. 6" LOAM AND SEED ALL DISTURBED AREAS M07 PAVED.
24. DRIVEWAY, WALKWAYS, PATIO, ORMIRAOC SYSTEM, LANDSCAPING, LIGHTING, STORUWATER
INFlLTRATGN SYSTEM ANTI COMMON AREAS SHALL BT OWNED. INSPECTED, MARRAINED ANO
pEP.URED BI THE APPLICANT AND SIwL MOT BE 7Hf RESPONSIBILITY OF THE TOWN TO
MAINTAIN,
INDEX OF DRAWINGS
SHEET
1.
2.
3.
4.
5.
6.
7.
S,
9.
10.
11.
1. OF 1.
DESCRIPTION
COVERSHEET
DEMOLITION AND EROSION & SEDIMENT CONTROL PLAN
EROSION CONTROL DETAILS & NOTES
PROPOSED SITE LAYOUT
GRADING, DRAINAGE & UTILITY PLAN
LANDSCAPE PLAN
FUEL TRUCK ACCESS PLAN
$IRE DETAI[$
EXISTING FLOOR LAYOUT &BUILDING ELEVATIONS
PROPOSED FLOOR LAYOUT & BUILDING ELEVATIONS
EXISTING & PROPOSED CANOPY ELEVATTONS
EXISTING CONDITIONS
(BORDERLAND ENGINEERING INC.)
Prepared For:
KAYROUZ PETROLEUM, LLC
16 E. MAIN STREET
WESTBOROUGH, MA 01581
PREPARED BY:
If CHOLIBAH E7NQINEERtNL3 GRULIP, P.C.
112SIAIRIRUAU, NI)RIIIDAMINf0U1TT.3IA02747
'1ST:T(,(.! HRIw I AX(111S)4191114t wwAAhnvkAehXn,AiP.U.,iA
TUNER, 2023
REVISED JULY 25, 2023
PROJECT N' 23fi39
VISTA CATCH BASH SILT -'
r fY O U TE 28 - $TA TLC' HIGH y K SACKS I.R
ASINS la EEEIsnNc cATa
'0 (MARCH 19. 1§75 LA YOU7 l o74) BPROACT AREASpMOR TOE7
OEAWRON/CONSTRUCTION tlS7111U TO REMAIN
FROTECTOdom
A TREES
INSTALL CATCH BASIN SRT ✓� a�n ...r
SACKS IN EtlS11NC GATCH / _ .._ ~RffACE E N ALL !
BASNs EEWN STREAM FROM
- CANOPY ON ALL SEES N p I
"NECT AREA PRIOR N ;�..// �� SE: LAIIOPY E1F1URONS)-
0E40UTION/CONSTRUCT171
1 h
wmfp
---------------------
STECRPME
s
DF1101 MON NOTES
1. A. Mil AtlRN Si- BE PLPFORMW IN ACCMONNCE III SIATE ABo LOGE RE[AIUSRPIS.
2. SECURE REWIRW CENCUEI N PEPLRS.
1 APRMMFC PIM OWNER Al NMYKIPRNTE UFIlRE9 MR SFRACE SIRI[GFS IIffERE BWNNIND
oEMcullcx CPLAAYCx.
4. IquTCIRT ALL EmsTRle Acme us, wATEx, vEUTEATvI, Ell eEEn1� nl9 Gnu uT¢RY
LN0 m R£9lRRW MR MIN' cP5TM1C11PM,
S TAKE SPECML Cx1E TO CONIRO. OUST AND NOW m ANOIO 019TURBNC NPIRLY TIER $ OR
T PC- CONYBy TPT 1p I - - EFV1wC To Demo cuPS I tFir-, PROYFYIED
AREAS, 00141 IF flFPCICEIAOKf Is RECI
A AMPLE EGIIPMgIr Q MWPdAOi ON SRE TO co- TASK W TIME MREW,
R, PIFONOf Rol 00 l 01- Pd Is LnI o ARFMW
10 I'll1 MFNXNlH WNSIREN;IgN MNCIM0 ARWNo Uun Or Wpm "i To CCAFFN IiNDN
MIm-- ousT F ESA 0 - sUNi -ill IAao gsltNBNc/Fa141Pu:lIa1
lM1F5 SNNA E£ cONR10LLW WITH FR[OlKN1 "Al III APPUG l MID/OR CACAM
GUORYE r..^ux CwarooE M- BE APAIEO WARN A MECHANICAL BPRDDER 1x WR6C1'
ADcORAMMl WRH THE SLNrooER $PWIPMJ) RAR3.
12. 111 uTPI & 19LT $ACAS N DEl 0`nN AWNS ON Mi - SIIgrI k
PRESIDEIR AYEMUE D vill Ell PRo,I C ARD Bil TC DOIGPIDN/cwm;'JCTI011,
13. TNERE -a 6E No PUN065 N oRAs.IME PATERNS /ROM PROPOSED-FTF.AroNs 511oIx1 ON
THBI ME PEW.
STIE DATA
ADDRESS: 601 MAIN STREET (ROUTE 28).
YARMOUTH. MA
ZONING 01STRICT:
(8-2)-BUSINESS 2 Q
(vn)_�t,�e cEHTrA I 1
TOTAL AREA:
761 S.f. 1,76 ACRES
PROPOSED USE:
CASOVNE F1u1NG STATION WITH
GSTORE AND vD11CLE REPARS;IAN
TREES
ASTAL. SOCK SXK Q
SLLTAVGI FARRIER
PRICK 13 CON5 MOON
AT LWII OF PORK
(SEE CETA10
,EIRA. OUMPSTER LOCATION
EASTINO CATCH
_EACNINC PIT
PER ENVIRONMENTAL LODES
R k 0 QSTIHC PASTE OL TARC
PER ENYIHMIMBMTAL CM
SYMBOL
DESCRIPTION
��--
BREED` IJNE
—
SETRI UNE
CL' eT-
SOON Ill
gu. COxn11IR
�4B
,y ,p
Ol sI a E
-�--��
DIIV. FENCE
DIST. sCNO! LURE
-�-
glSf. WATE71 UNE
-i-
DIWT EU IIC UNE
-c-
GAS LNE
-L`
=.
an OwNAOE UNE
\r-
EAISI. o w 'i
■ m
EAISI. uiCN eA6Ix
p AxF
dlsr. own MAIIxDAE
Dist. D.ECTRIC MANHOIE
p sR.
Bier. sEWEk MwNOIE
.o.v
Bier. unm PoLE
to
DIST.I III
DIET. YERTMx own CURB
-�-
DIET. FOOL OF Pill
e
so. SKN
R c
ERIST. CAFE
o -
DIST. H ITDMN6 WELL
u
- MAINS '1RI E. W137 YAWOU I'H MA
ZONING ANALYSIS TABLE (B-2) BUSINESS 2 DISTRICT
R VC 1 TEIL.[.AGE CENTER I OTIERI,AY DISTRICT
7ATIDIO CRTIRaTA
JRIiOUTRm
ECM. STTNU
PROPOWD
MIN. LOT SIZE
20.W0 S.F.
76,665 S.F.+ -
78.586 S.F.+ -
MIN. FRONTAGE
476'+ -
4!B'a -
IMPERYIg19 LOT COVERAGE
25>< L
36Z
3RE
381E
MAX. ELDG. HEIGHT
-
!o'+ -
MIN. FRONT SETBACK
49.5'+ -
49.5'+ -
MIN, R R SETITAL%
20'
N A
N A
OF
_N-I wNO�ct Exo iOMNoi tHE�iorAEoaiE OFMOVUZSF of 1- Swu BE Co- M IMBE- IN Im IMPERAOUS CweNecA'
X CORNER LOR ARE fANS[OEREo To i - FROM YMO SETBACKS Al TNo SIDE YMD
pETB 11 THE Ill YARD FOR IFrn MAY UEE REDKEo To U' TO ACCOMMooAIe
AxuNO IN THE QEAIF OR VDC OF 1HI: WIF- IF E CORNER LOT HAS A Will Iu0Iu5
- - FNoxiAB6 oN A -1. NAY,` IYNIo sEaMx wT RE RDxICED
A THE cows ONLY,
CEG
I u aTATx RnA�1e� ��
Tm�S[el uuNwR RAx{svl RTnswl
P'9-
PROPOSED MODIEiCAI I(IN',
AT
601 MAIN STREET (ROUTE- 2n)
YARMOl7TLi MA
PREPAIiFDFOR:
RAYRO7Z PETROLEUM, I I I
I6 E MNN S'IREEI
WL'Sm0kaUC,f1. NSA III5sI
Maor[lan
R 91aryQ
Nil NI cl>1NIatIL PLAN
EROSION & SEDIMENT CONTROL NOTES
CONSTRUCTION SEQUENCE
menaL uXIML
RF 1U1 W rx Nalfurm 4A �anEOETx1Tb OgMIMCx FOR . wx.aX
111NY� "W �` ��K 1Y[fwM�.![KNI qt PQO. fK NG SINLL 9E SrlF4RD
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nuWc ntWr m PRm2!
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a axvm, swnm..wo NaPPRm ra P"vE ®RW .s .darts:
� ..� Qe � w� of aaa au nmR� ,.ats iwv 000nm sv A wwln. ana..a. yr�
WLr TO TCT T[RT K TTIRIP a MOI F a ewel a It - a
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51�R�' V�tNCMa1�DY��
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olaxm nAw xs0arcn To afmcc.xrrA RcoRi ran mwL oFxM. nra.RSEM[Mfl
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EROSION CONTROL NOTES DURING
WINTER CONSTRUCTION
1. MMG M' EIRIICIpN OG100e X0101�1 1 MIOLtlX APRR 16.
2 �E1 �1MIN MO FWRIRGItlC ]IMLL BE aPE 9wr mF Ro uaa Tww , ru9e of Tie srtc a xnXo�n 5[�EUAioi Ai
S. ETP'OSF9 NSA SXOL4L CC LASim 10 RKT CNI ![ MIN[JIED W qVE CM' PRMIR Tp .M' SNOx, CNTT,
4. a0H11MIATpH aP fP.mryglR[ OPVNspH [W AOORtp.At AREAS sNHi tim ffnM uMFE THE mnsFa sOr_ suaEACE a NF APLs
BEWC Y.DRI® X.5 BEM $TAWREp 9Va11 TNT ND LWp[R ..9EA # THE 91C 5 MIINp.R EROSICfI CpVIR0. PROITCIIpI! AS Il3[m
W f1Eu 1 AIOE
6 AR Naw SWLL � �.JlEun A NA1E REEK �'' S�¢omW Wu m �4YMM aF
o er �IaARina vT awlw.c; �""�vR vvXnn s®� wwurr m.
f. �l��n/RE5 m�E SinPES 5x.�utafulD APRw SST. u�ul �5 �PmL Iqi EE RCWIRm. Dt� CP[Rq[5 [V MMC� p10
UNRL �SJCH NRL AS TIE FlINL fRU1NENi Cr! DE .PRRO, R' ME a2 5 OT MU.SMBCu ig .up iF NBC C%PD5[p 1o>:A 1y.5 M
fYW YLxiNI Sa W wp OX6mn
Ex M„ xHu`[5 }auTU`FuDCla[2iIC MunYli. - SPECpED
OtPttSED T4N
waET R[FOHE FMCE2t� uA ME 9uRFr Y TeuPoar T PaYIFlTEO iYu]u E405bN ER RC APPJGIIDII a
WLILp1. SIAPESa51NLL NOI RC [f UNPo'as[O OVEq ,HE Wut}:R a AxY gTgl fmEXDfD 1luE OP vtOa[ 9YSPFFatRd HIALS
a'�"iRfx�e[ �'"iuf>'�0er.�f,�loi.`�sX.u`Hei � "cmx",xFlo''�uco er"�'i'"rc�iX�°Xi�uDA"� eo�a.LEpsu�.Ib sofa s°ar�'Trt"RP1tn'"was"s
feacrmxcE rRM THE sT.NOARo DEINLS.
1. WULLRWO R[WRaAIENfA
wino mw�DSEitloE xroRRVE is AA.o APRs tasR ALL W..X s,E.0 ac xxaolee ar on+eR AEc uE, XH�as .ETTWc oR
sNnaLal�ca"r �ars"�Rn roR`�..E°mTOi�En"u"ri a�°a�R"r,.� m�es""� wrn wml A amE ao-JxER sX� �E Fcn sL�c EZPosm
Y x 9 BF lap�4m r Yi RUWLII W ILL NIFAS NIIN SLOP[4 gV. M TIIW IM AEV pCfOOG 1V THE S E
s NTER xD.ERBER Isr THE coNmacrDR sHx4 APxr oDRwNr aEenWc aR uueW win ANDHORiHtl a Au eARe FNRX AT rXE •�lo
w EAP1 roRT.a a..
°' vu°V"`ac[u[x'"Er wRms cvremewTnx r"aeo Au sNDR sXAu eE xesAvxED � .Wvs � scmew Axv ReRnolc aRwa ra
+a ssaa'R..e o< uuvvu. �o.rr uoav, easnn+r,sn+ wmaAu. fs.l
ousE PRoasEus rxr wT uA MaR aarFHr PRDRFRTES A.n To PainoE w.:a.�� vRDTlicnoNir�isi EF090N R'JExGR'.
,t. EYGTNG GTCII XLM SIRIMTIr(5 SNW. K PIIOIFC'Im �NTL SLCN TNF AL 1NET' ATE nEllO.m.
SNBSI]RFACE INFILTRAT[IN CNAkIBERS N0T6
WPRE: cwdnaCtk OP[INTIOH! THE f11RA1V :l WhTNTOM (iR11REA5 5110.x➢ MOT RCCCK 111E rILM LWIIL 4MS REM. IR45 MC
RXD Swlc BC I.O.IIFOIIm iaR ANY rC11aRVI a110 ACCLYHLLLAl1aN OF SEgAlfilT. MIO.Z CIFAX TN A6MF.GC pRwTPATax x
pesr. M �e Woss a was o sf�a XFR rar Aes.nRAsm MRrx axr wWeN n uFc a wa-Taaa,
M'*Cu [� Mln f19r CP aq 1X(0!S 9R MpR[. R[ C.MrIGC WT ![ RmCCIW fa "BK'RY .M A N�NRA�µa �W�OII,
,XF ur yr R xAFTRN]� ..®ur¢s evR >wc WewAxE
MwR�Rs : sN ncXa cn uORiaFaF lus Aca»turta em"x wr alwea er wE a vc-,waa.
ar wn
nAwaon�s ioX"
raRan
R.e ui u no � mwt
Fan �s
wRr
� ""°'� nR rfrx ii`Twn�iwnc
k w sop
op
H�� X.Mww u
TOEIN NETG�O PER9PECTNE OF FENCE
TYPICAL SILTATION FENCE DETAIL
.u. 1
a�u .M�fnmlai xwPue.
.RLW Mue
rR.wrnwr..a. .ris.
.•4r/Y../mow R ww�n.>• ndpp...o 1L
11 MAXIMUM SLOPE
4
aw.mrrafea
o'e..rmn..e aoa immk
nrm. nw.o Mrsor
TYPICAL "SILT SOCK" WITH
SILT FENCING FOR EROSIONCONTROL
NOT TO SCALE
I-1
WZm6CM.'
CATCH BASIN SILT SACK DETAIL
CONSTRUCT SILT FENCE AND STRAW WATTLES AROUND PERIMETER OF STOCKPILE
TYPICAL STOCKPILE DETAIL
ts»rERw.T �aH>xeA
Nn, O.WTIIDIALLNROTIi
TEi-7.Fmlu.su.c aRx:rsreiwaWt
PROPOSED MODIFICATIONS
AT
601 MAIN SCREET (ROUIE2N
YARMOUIH.MA
PNP.r NR K%
KAYRoUz wrRomun LLC
L6 E. MAIN 51REET
WESEBOROUGH. MA 01581
De LITION
Iwo rxsuloNs
srniMarrrrnwrxoEruN
ROUTE 28- STATE HIGHWAY
(MARCH 19, 1975 LAYOUT Na 6174)
'•Y�Nti ..P,ntc+Ir
A.KA srNa
E6A111N-
ni
�
REFACE EXISTING
CANOPY (SEE CANOPY }
�ELEVAT*NS)
Q
�e
0 0
0
°IQ
4
(3) GOOSENECK WALL
MOUNTED LIGHT FIXTURE
iJCH fIMr ESD
ACCESSIBLE CUB CUT
I
UNDER COVERED AWHING
nrI '•'hl
. ,mv
PROPOSED ACCESSIBLE �
SIGN N/ VAN ACCESSIBLE
{
PLATE ATTACHED TO BOLLARD -
-
(5) LED WALL _ _ _
_ ��.�✓ ,,
MOUNTED
LIGHT FIXTURES
I "-20' SCALE EN FEET
o I. IF N
NOTES:
1. TIE CgORI.CWR WL BE RESPONSIBLL FOR THE SEGRKIt' TWO AI0
SAFEII' ON THE SIZE THE GONSiRUC1UN SHALL K FBEORMEp IN
AARwIeoAx — ..w .NP nlE Larx MNocwAm canml,nnu
VANOMROS
ALL OISiNC v@IRES WATER CAS. DMNE, x EUrOBC SVMu BE
PROPERLT PPoIECTED MO wINTNNED DU— TIE MP6IWJC'ipN PFIBOO.
3. 1RERE tL aE NI CI— w FAX FROM PAOPD6m .—TORS
SNOYIM ON 9 SITE PLAn
4. CONIIBLTDR SHML PRDMDE HEN' IRRIGTIIXI SYSIELI.
PARKING DALA
MERCANTILEOYNENIENOEIJg i
(11 SPACE PER THREE (7) OCCUPANTS
P SEOAOM OG1.5 TABLE OK PARKING DEMAND
3.672 S.P. BUILDING / 60 - 65 OCCUPANTS
65 OCCUPANTS / 7 TO SPACES
TOTAL PARKING REOUWED: - 10 SPACES
PARKING PRWIDFA: 14 SPACES
PROPOSED
DUMPSTER
ENCLOSURE
(1) G605E1VE.
MCUNTED UGFIT FIXTURE
ACCESSIBLE CURD CUT
5' CONCRETE
SOEWALK
-Y LANDSCAPE STRIP
PROPOSED 44' X 35'
BUILDING ADDITION
AREA=1,5R4 S.F.
1115Tw1E 0.0MOAl
Nwauc7MDuntwMA .Prn7
R:I:I.NIN1d �VIO�INSSPII
P.geeU
i% HOSED MODIFICATIONS
AT
601 MAIN SI'REET(ROUTD28)
YARMOUT HL MA
PRI:FARi'A IVR
MTA •.
ADD eot N1AII STREET (ROUTE2a)
rueuolmL MA
1SAY 16E PETROL- E-1 [ 1'
I
IG E MAINROU
WESFBOROUGH, MAUL?�I
H, MA
ZONING DISTRN
(VC1-BUSINESS 2 h
(4C1)-YI{J.AGE CENTER 1
TOTAL AREA:
76,666t S.F. 1.76 ACRES
PROPOSED USE: GASOLINE FILL!
STATION WITH C-STORE
LEGEND
SYMBOL
DESCRIPTION
���
PROPERTY LRE
-..
EDOE ro TAOESMOOfo wPFw
0,
CAST. LIGHT POLE
[]o1P
PROP. UGHT POLE
ERIBT. FDOE OF PAVEMENT
B]OST. VDT1K1 CRANTE CURB
PROP. Y[RRCAL ORNATE CURB
PROP. v[mlr — riwe
®
PROP. FUEL PUMPS
ousr. FUEL PuuPs ,
Piro. PY YI $ION
b
INIOP, SILK
EN15T. GTE
■ MA
11
YA xANWAY BOUND
NVABER or PARMiNO 51'IL£4
EOI MnfN � YISFiY:I'. KT�.ti Y YnRM['IUTf I Mn
ZONING ANALYSIS TABLE (liFRl e) BUSINESS 2 DISCT
& VCl VILLAGE CENTER I OVERLAY DISTRICT
ZOKTNO[RTTIDMA
REOUTAM
P]OBTDIO
PRD]OeB]]
MIN. LOT SIZE
20'Doc S.F.
76556 S.F.4 -
766B6 S.F.+ -
MIN. FNONTAgF
1
438 + -
438 + -
IMPERWOUS LOT COVE WICE
25% L
3BS
36%
NAK. BLDG. HI
14'+ --
30'+ -
MIN. FROM SETBACK
_
-
N RSETBACK
A
N/A
MI
7
'I .6'+ -
INCWL UNPA PAMONO APEAS, R—w N07Le—I;O �O W THE mn4'IOOn¢ of
Nlf LOT, P[RVNWS PAMNO SH4L BE CMRAfEO AS IMPERr1W5 IN LOT MPERw'OU5 OOvpRAOE
OALOuIATNNVS.
Y CORNER LOTS ARE CONSOLE E 70 IIANE TWO FRW YIPD SETBACKS MID 1RG SIDE YAW
SR&CNS. THE MNT VARO FOR CORNER LOTS MAY BE REDUCED TO 2S TO ACCOMMOMTE
PAAKNO IN TNf RDW 011 SIDE OF TxE DUILOMG. IF T C I —CA LOT HAS A CUAEO M M
MIND THE mONTAeE ON A -- wAY, Tx[ FRaKT YAIm sFaAOK MAY BE —U.. IO x0
AT THE CORNOI ONLY.
SITTI AYOUTAAN
P
°
(MARCH 19, 1975 LA POUT Na 6174)
xfT I �ixl
� INSTALL SILT
D
u n.•
r �Q' 9NEdf TV.
7
/1.
PROPOSED M' 1 7B'
S. COMCFETE ADMTION
•�r��
BMLLIN
$IOEWALK AREA-1,W S.E.
q BmcPJ �Fr-�
o
METIN
IIFIE REMhN
Jf/ _..........
LINE TO KT m
EXISTING
COMPOENENTS TO REMAIN
1-20' SCALE IN FEET
R to m r a
^�(�IYPJVATMJ AIANIf.FYFM PROCEDURES.
1. ELLTTALL SOCIt BkES AIO SST fENCE AAWND MD
STORMDRNN STRDCTMES ANO wm1N rF�
DIIIT OF COA6R61CIIpV AS SHDIM ON DENDJOW MAND SDE PW4
z IDICA a Fat DEW WILDNG FOUNMTON, PUMPS -V ar
THE PR v ufFM'OD SBc PRMES9GAL (LSP) AND DR RS DE4GAATED OlW1Rm RWRESEMATNE.
1 AITr V Y COMIYNiOEO WL SHOUm BE RO,MM FROM EYCMA1 ATO TBIP LY STOPED
dl aW'L11.T TRI7xO0RFFD OFF -SITE TO AN APMNKB ILM31TIG11,
E.CAW,Im S OI SHALL RE MANWm IN ARumS A D YT111 ALL . TE APPLICABLE MA$SACHU$ER5
DEPIRIIEHT nF OMRCNYT7? PRDTCDDN RIVES ANO IIECIIIA1iDA5.
I. ALL OFF -SITE SNIR W OF CDNTAA—CD SAILS SILYL BE AGGVNPAIIED BY A Su OIF LADWF
C A 'LOW-N+D,-W APPRMCN FOR SOIL KM & yTIpFLD BE ryP.m[o. IF NI—,
CONTAAEHATED M PDIT1mALr cONTAIINArm sOl vwL IE SmAm oll Ax0 50.VRRV CO W ARYH
ADEIXY.TE FI.\Tc SxFLnW N 7A Aid mCATEn CRGTEA Tux 50 FEET FROM AMf ACTATO
RES*k) E AREA OR OAARxAGC IxLFf.
7. WERE SWLL BE w RESOURCE AREAS DWER
BY INTO7 OR wONLC'T DSC>'AIRB. ro wFnAxO AFsacACF MGLS DR [ASTPIC ouA shTENS.
NORM M DL'MA1DgN0 ACTMTI6 MLIST BC G"Ai TO THE OONugypl AND/OR MDR — NIMN b
NOIRS
t MERE RILL BE MNMAL CN+IKES IN GRADE ANO w OxAkP.s n OITAP1ACF PATITxxO FROR
PROPOSED MODFYAT]YS S ON TFOS SIT PIAH,
sANruRr FLOW ATIALrsrs
INSTALL SILT (PER TITLE V, 310 OMR
-SACK VP.
1a ASOw 3AT2 S.P. CE
-9- USE
GSLINE TLLRVG SGTWN REIAL BLMaNa.
a tlgii9l DPDe.�n GsOuIE sr 1vN: >s cPo /ISAxo '"•"•,"•' ••'•••• "'^, x""�"••"•
_ 9 .�w.. +n dim ISuxn.S - M CPD - 3n0 CPD mAowlcarteaN
.n 1 PROPD:.ED Cd.YENIENCE STORE: 30 WO/IADO 5F. INa.DAkiMOVIlE Mw 0.`l.i
-. ;,.. � ': � AREA . �,877 sF, v Im FfO/1.600 SFJ - 1P1 fF0 Y.v:llul unm:o N �iSAn W.ipl
ICTAL FLW - 306 CPO + IW OPD - Rw Gw ""�idouhi6R°'�1
.:nS"• =W ro YO WM BOARD OF IR71LM M' E7�rNc SFYRc Sr.Try s
DESIGNED FM P50 OPO. PPryeFq
PROPDSED MODIFTCAT)ONS
OUST CONTROL SITE DArA: 601 MAINSTREET (ROUTE 28)
I NTND-BgRIE Nb — EIIK= ADDRESS: BOI MAIN STREET (ROUTE 28),
SML — u w+TaNc LAND YARMOLML MA
W
06111R6w/CDNSIRl1CRIX1 I.CrTllTlES YARMfH, MA
wtoA1ROLtID wN FREWENi ZONING DISTRICT:
TEA Mpy1TTM APASPATaTlS utl/OR
- - w aILOI6tt. IaROE (8-2)-quSIN6S 4 E
et APPum rZ A -ECNWKx (YOI)-KLIALOE CFi1TER 1 PREPARED N]R
6TnFM(fi x STRICT kCOPLInCE W1H
ME SMAAJERS wEarro RATES. TOTAL AREA: KAYROUZ PF-TROLEUK TIC
z WALL GTCH —N SILT SOCKS x 76,566f S.F. 1.75 ACRES za E MAIN STREET
J�I E%b1P10 G1CH 1MSIIs cN LAW
a IpmW SG ATEMIE DMITI $T�AII PROPOSED USE GASOLINE FILLINGWF.ti1'BnRO1ICH, TWA Ol381
pti 1 /HmR STATION WITH C-STORE
�(D SSERORM WAT
LEALTIINC CHAMOCTS
6' OINA., B' DEEP N'/ 3`
CRASHED STONE AROUND
SIDES a 1' CRUSHED
STONE UNDER LEACHING
CHAMBERS (SEE DETNLS)
W (IN) . 14.63
4712'HDPE
-0.01 FT/FT
-PROPOSED DEEP SUMP
CATCH SASN W/ OIL
WATER SFPFRATCR
q M-17.70
INV -14.7D
DRAINAGE & LWNTENANCE SCHEDULE
DICE PCCEPRD m-SLUT. ME DRIER — PFAFTaRI —F MNNT6Awtt DF i c
STDgMRATEA uAAucF1EMMr SY51E1. THE DAPIER SHALL MDItC—TE/SGMEDUX ALL
dWNME SRNCRAY6 ID BE —ED
IN MIAP[.I.VICE 1111H ALL SrAIE MCRK WIOELINCS N!D REGLQA W,
Glal BAaN ClF.N11NO EIMLL DE —DD M-ARNDAIY N 11 rAOITIN M APRL AID
N OCTDBER PEMINK A ACCw m SEDIYAR IR MD-n O `!S AODCIO—
=NMENT STOMOE IN CATai BASIN SUMPS. "wmNG AN WEOWTE SScPACE VOLUME 5
A NLABLL
II WIC W EOj�j�$ENF SEW E' G[E
PARKIw LOT MANTTIu/CE IN RE f0A1 OF 9RFLA10 IRTI NON ETnENn vrtUW
SWEEPER srlL eE wFIDucLT:T MwmlLr 1HWP1 TK MpmPs or APRL THROIEW
N TxBER-An�O wF,LMF�A IIFORTAITF NONTED SI IMMIS HOJIUD x CDM AEI
PAsIll ltL1AME MC1 M OF EIIODM BE SIIT9T AND
RF1IpvPn ax NN As N®m BAD WRSIG ME IFONTN OF aulUM' MOGLMAI MITt[Il.
UNDFRGROUND INDLTRATIDN &IRIN
IHSPECi WATER TKic M IxFRlYY31fk1 B4•YH AFTER dCN STgMA Ex'OR. WHERE NYNFNL
OICEEDs 3•. LATER LEVEL wmux rle NFlUPATnN IlATIx sxML BE MOn6oRF0 FOR
FNsAaE�N ..ATE PQWORwM_tl. WRNnPCONSTrt�GF ,, W TIE FIIBSRYYhRNiG]D In
SI[x011xtiOi MIFIAOFjIM 451EY iNE CONTVLTOR Rtl1 K B69Pp19BLL FOR ALL ME TO
Gr WERMMFel LAN IINFO]LNITS Qi ALL STg ATR CONIPLL B151EMS. AT11
CNTaIADCY10A S MUPLUM WE OIRICR WLL TAIIE DWI ILL YAFREWIKE REWIRF7EF115
F TIE STONMRER CgTIROL SYSTEM N ODYPLLVIm WTI ME nlrRAl AND
IAAMRMANK PI.W.
DIRBAG CORSTRLICDON OF THE FVITY AND WE SIORMNATFF AIAIIAGEMOIT 55TEN TTC
CONIRxCTOR MLL m RESPgKIDIE FOR ALL WY N DAY OIVIA1KiNs AND FI�Fh ANLE OF
ALL STpIMYF1IER alwltt S}SfELIS. AF1FP CpiSIRUCIII l N COMPlETT9. M[ DAWDi RKL
TANS GVEn Al IWMRB.NCE REMLTrS FOR WE STOR lEA NARROL sS ETL n
[aLLPMWCE NI111 WE OPEPRIQNKN AWD MAPRlFIAlCE Pow.
OTSIw FOR 6.GT a ROOF a PAVED AREAS
PERCOLATION RATE - B2T'/Ix x 2R NPAPI/iz•/FT
(x SOIL PER SEWAGE DSPOBK S14TEM S MTA) - T6,6 FEET/Dar
T11Tk NPERBgIS AREAS TO DR—C S (PORTION OF E NG PArELOR B ROOF 49EA)-5.700 S.
A57l1AllE OF RLN W- AYT/tT/FT . s.1OD IF. - 3.311 C.F.
r�RAhTY
USE S6' gWETEAD . NY DEEP) {gNCREIE OALLIB ANTH 3' CRIA W SIOHE
BETREQI AND MWND CALLUS a I' I,N G
I=E N SIOMO[ Pew ffALLLY (RIRDE WAWE) -R(RY . IWW) -
R(3Y.V-In 17/"A
YOLLWE DF GALLEY N`CWaw ♦• Ivu a . (DVTO-T((13Y . 6' - 2O5 GALLLY
WALYe a 4OFE BfDPAUC IAGR POROSIK". (TOTK S1SIO.1 VOWN[ Or - YDl3iM[ OF GALLEY) . O.w
- (TL(xY . Ix,- - zw) - Dw
- (114(6Y . 7 - 2W) . 0.w
- 1" CF/OBLLLY
1'OTk CN'MII`f PER ONR - 205 CP. + In C.F. - ]A3 OF./Uw
TER& SV9Tp1 STORAO[ DAPIPTT - (343 C.FJ . (2 LREIS) - BB6 CS.
.mm NFILTR nox c(t c
NFLTMTWx BOTOY ARG - (I3' N STK) - 2w U.
NFLTMTIOx PAT[ .. (INFILIRATKmLO). AREA) • (T/M" ON RAZE)
- (27S SFJ + {1t5 FEEI/GTj + 43R Cf.
lmk CAPAcm - ( IITORIIE ♦ INFLTRAWI CAPACITY)
LF. ♦ A.507 IF.) - 541A U.
TOrk SLSTCY aWACT' . (5,215 CF.) > {3]II cS.) AW.R (SrSTFM dO
I Peuea Numlen xilvl �
ORAOINETORAINAOE
! VTiLITY PLAN
• mrou«ocoxw rs.trnw of*uf
5.. Pa..n..�...o
TREE PLANTING DETAIL
PLANTING NQTES NTS
i °0minx0�iwvzoi awx ,waRr ."nv puwc..Acu erncw r�tc m.w.cs u�o nc raw uroirx.s m
ouwlPY(1 1-- [x TL aR.mK —7 4pELe fwLL
Y Yc � rmiwr n.�P .ronay.,L e. rrr ae rn .,ci pa a.lta.
Y„µ
Br
1 —� T Ni nvw'r'. sx.;.t OC .JsxlEa' w mC xuxYer ArxL Y Y.Dkl��l �CVxr;C M CP4YlCV
rnD/IXt Vow qp-CIx:JEe. �RCCim a11CnplL
ilw � Oo9Txlu M6.Y .xp wig.' �.x; VR:nts ua
xL`aN14L41''1'd1 xo rvc Txe Latl u11URrvlriiM6 earsrxvcinopa 0 Wa
vriE caTri.�ra'�. gxcromvnerd`nurY�.rmri�:oe.vr`vi'+'ro.'`i+'u°rt o�
�' r�wl a Nu�rrrxY� �rnlvµw. rwe� `c"
rr+xms wnpaP r m mww�r.o.l,cxs Ton n.xr.x
ui�w'oxaxusrl �u"�"a:n,su� 9iar rrnma wv Ix.
rnncr n µnNO m" v „.c��a,rYµp owrcrAo n, d[�xyxNRn. �;[ �r0°Yn.cT01en"v�u'�c°ru wine. I
me .rncw:.�; nxo lr na
Sx0.v4i D'ranf nt.�TM.. ix CpTMinrPs lx �� n L alum .d¢nNS NF �iCr or :rs[t noarl uruTtE
.a.:, sxe xu n sxnY el f� xcJu .� nwa, mo�x.cn°i r�iu"`'r.w
vEa:no un :s ire wopxw+ aG�o.:vs9 .wAa PPr Yost �,ress amreweL
..xo� p a�i o°row n '"o•tJc I:rt rauo.:.c apex �.ovrm s« ewlmw x.no: e
-wCC'nnpaanC. err �- . rMxr xm,_ xul.,
mt,rtr r peer .ess xn ump io?.Irc rc Perri* �. .
wa • r ,r.n:rn rneauml snr rs lo-lo-ro w ME
1�5
.cti 9:WIPCK,fS leia M oM.G Nla/gl
cooxmu.n xonxnrt asrornanr m u�mx lwu�a. sew •s Pee Mra x u mu I]
L6Z
errs yu 1-1 xlm .rnr, v.. — ro :. r«rn•w tense uramwc
TMpmus u4 svxVVV - 5'
f]�dtl1Y
e.r.mr'�mml•a a. •n xe n.nneow°oryronn. Inc± r«bea.c"0°i.
from lei n an.vxm• no•,nmroA r:•aI•e4 « mur h owur, « Mcm•m. 1Mp an
bryarA ooNracpor• oonlraL
e. wnrnr• awe ra<Trw aM sl.w.: «. yen NPm w eob err emMantlal comp.ewP.
G R•nro.• e•sa •.1•rl« panty ImnMklMi. RrPbn Lnxnevpwy uNw .,Pwna b pbnl N
w uvn..pine pMNbo ..e.er.
D. fapac• •x1•rl« aiPrd qw! on mon um Z] pipet peas «bun tnn,atep' twleon
a m. nm N m. xameriy pn•e.
C. A ll l Non rpbu , N •Pen rxWlx plea MII G ngwr•e. •xppt por bn6 a
ropboxnenl• hx b MMua b eempD' won r•yu4ern.n4.
A Snru!•' Mahsc:n }ur M,• IapaxlPi mal�X•nonn pMo� by Prvnllq, wltlwtlna
.u1uYr0. re•efna, 1•rl2trliq. nrNraso MpNbc .aue.a DGM•ntr4 and fielM otokn «d
we .Yaw,ne, «e nenup 10 as.per axe wfleel peruse, p :.•w:w to ..toMlen
el�ro.e. n�rw: «« r•alen aoP,e2.�e°prr •,m. �•a.. exe .N�Ye. rn. N Ine.ob one
YdrA.nrr. Pubs: t year fr expo N oua•b W oo owm
B, GroYrr &— one Wor•: ",W, br Mrx IWo.F mrnWwiwx p•nee H rrxlrq.
.�uxy, f•rpexYq, an «rwr «mean « r.,ulr.p � «mNw nrakhP, Neel• penluq:
pblMx.vcx Pxrtoe. 1 aou N xrrunslel oarnaNMm.
RourE 26- STATE HIGHWAY
NARCH 19, 1975 LAYOUT Na 6174)
PROTECT EasnNc
a44
} 1\,
�¢ 0 o /
y� � Lo 8 Bn�l ��� T
a
y
-5
LAWN SEED MIX:
rvxlalnrs.erP�ram.,
pa ppp}Ipl W rJaettPp sµLRepue
COMRACTOR TO PROYIOi I-`A170N SY$IEM
TO CWER 1 NEW UNO=E AREAS.
LANDSCAPE SCHEDULE
TYPE OTY SIZE COMMON BDTANICAL PLANING WTURE W'VRE REWRKS
NAME NAME NT ITT SPPiA0
DECIDUWS TREES
AR ]
r cx
r® NrALe
.eoP aeaxw 1p'-u'
.a'-w'
W
KID a
r rAL
canNue rcousA
wixs arNwn 1p'-1r
1s-a'
m•-ss'
SHRUBS
HS
re
»•
eemtwawareas
mpavmamr-
m•-.r
smAmrp
RI
,•
err
nrw feep(ooawel
il'
M'
:rNe`
mYan Y o a
w
10
]r
weeulpPeea wpwew
rNrprmlpnr
x•
]e-
x•�e-
enA:lxp a• pc
WOB
1
x-
was ml p10fND0D
r'�'
err
err
at•-ar
aWCHc 4• o,c
PERENNW
S k
GRASSES
W m F2 h ser:c Karns nlYllnYw x116tRAr N
1peegiq r.r.n a nb. rm mrvm m tlr. r..n r anYq np:A'AM
], 44n a '-'- eMr rner, b e ] bM e.pa. eerw bwn maven
], leNbnl of hrMxi! peMkM W G uVPowe SY IM Ww N varmwV, fMMp 9Mr.
0 E CHOICE -PROTECT �'� � �.,. ,,.....
PRDIECT mmm
40 - TREE
mLxsnixum«Y n, sMi
Prryrck
PROPOSED M0DIFICAWNS
AT
601 MAINSTREET [[ROUTE 28)
--- TARMOT.l'I'FI, 7NA
...... _ PkI-'YnRED WILL
KAYR017Z PELROLEUM, ELC
Ia E MAIN STREET
W IES1.B0R0UGH, MA 01581
I
�o r
MULCH
Y lIM06CAPE STRIP
oe.L
i4.jrn Nxn:Urr: 2�erV
ME PATH
ADDRESS: 801 Wee STREET (ROUTE 28).
YARMOUTH. MA ik+iµnrd 1Y,mY
ZONING OcmICT: e'hu'LrJI
(B-2)-BUSYNESS 2 nlnsMrl lntr,
(YC1)-yNgOE CENTER 1
TOTAL_ AREA:
76.6861 S.F. 1.76 ACRES
PROPOSED USE: GASOLINE FILLING
STATION WITH C-STORE
V- 0' SCALE IN FE1•:[
p IJ M U p
Ian �; I,ee toe
r`oi.wr
NOT TRUCK FUEL. TRUCK DETAIL
TO SCALE
Ruf/TF 7P• 6 'ATE H140H 9'.4 P
T�
GTyp
ham/
I•-30. SCALE IN FEEL'
wo. oAiare'iMOL7W.lsn�¢]�v
iea�itw� rA�,f]ulM1asai
Pm]nY.
PROPOSED MOUIFICAT]ONS
AT
fib] MAIN STREET (ROUTE 29)
YARMoUTTL MA
PU,,PARF.DMR;
KAYROUZ PETROLEUM, I r I
Ifi G MAIN MIEF.1
"ES ROROUGILMAfllsfil
Q
hV LI.IR���'%M'CE➢9 PIAN
eNw�
_
���n W�Y�M3mK SIw✓
tr+FFFWP RPE
-NNOLE TOP AND XREB
CAPABLE OF NS-20 LOWING
WELL CRom As COMPACTED USE TOP rp CBW[ 119VIG
USECCNCTOP T OCICSGRA AND
(°SS:) GTWAILW BACNRLL (OBAYEL) NOBTy1 45 NECES" T
BIT. CONS.
1.5" 9 CANS. GIRDER
MEI1N°SG COURSE BINDER COURSECB� �I]
tape Cod F rm
PIIpWm Yv6' SSIOe1wLY
SIAaIPIxm aN4,L fYI Da wr,1
�
rle e'
Nn. RANINot.'nl. a4t an.
PROPOSED WALL SIGN DETAIL s B :" w HED LAMMED
wWLW STGNE
Nor TO sc.LE
mac:.De eYaA rNOf11 E e' I.++c rn To xnu°ames
as .xK xEsn
Y Ws
INV. EL ON) ' 1{.3]
Ewa tMnw
�o—
f— S NA-0 lAIDa1D fOIINDST1Ox
TYPICAL ROOF DRAIN
Rst'I NOT TO SCALE
¢mom �ma
Gm 000 mE
mm 0cl wm
C m 10 0 m m m
bC, Ot9 mE
omroommE
Omm0a7 ME
Cm 00mmE
• CMYEL BASE
A1m�.re.Nuo rA)Llswlxisbtl
mnt.ep..m®
rq«s
PROPOSED MODIFICATIONS
AT
Mil MAIN SCREET(ROLTE 28)
YARMOLTH•MA
rRFrnRTD FOB
RAYROI7Z PETRGLEM LLC
1
15 E. MAIN STREET
BA.B. EL`w.eot
WESTHORGIJGH.MA01581
,� � ..c.w. E�•IBD w AInD
RxEp
AID xMES - SEE RAN PI°Dq TO CONSTINDTA
'.0' TNpIW
U) ]e" Wxc 1/e' STEEL wDOSOvu omN! ]/i nxrd ■// iq]x Awux !R• PNrr
xOiFSS�PKIE— ��GP[S4Y .-LOWxG G.R W{T IM)
]n RD6 CiC 9rt DNvf.1 �SCIC 1 Mw, u x
I- Rrs� .rxp L.YS mur euwm
b �A 1Nltlt.il NN65 1' w ft10x �MOaq-MfaO �h3?sx vd . PUnax�Rv 0.hx�gx
[YI11 lnxv- Y] tLLT
lam
T.
ro ,ATm o"t
IP d°NI. Tm. aor. r
19IDP -m
All aaPlm / Si DIt 8
TYP. CONC. WALK DETAIL
DUMPSTER ENCLOSURE — �
NOT To SCALE rwlw o'I.)
u IDx°
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GENERAL NOTES
L. PROPOSED MODIFICATIONS& CONSTRUCTION SHALL CONFORM TO THE
REQUIREMENTS OF THE MASSACHUSE TS STATE BUILDING CODE 9[h EDITION AND ITS
APPLICABLE REFERENCED STANDARDS
2, THE CONTRACTOR SHAD. VERIFY ALL DIMENSIONS AND CONDITIONS ON THE LOB SITE
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OFTHF. ENGINEER BEFORE
PROCEEDING WITH THE PORTION OF THE WORK
,1. DETAILS NOT SPECIFICALLY SHOWN MALL BE SIMILAR TO THOSE FOR MOST NEARLY
SIMILAR CONDITIONS AS DHTF,RMINED BY THE ENOIN'EELL
4. ELECTRICAL WORBAND SERVICE UPGRADES SHALL BE IN ACCORDANCE WITH THE
GOVERNING CODES REGULATIONS AND ORDTNANCFS, THESE REOUIRMVWNTS ARE
MIMMUM CRITE2IA AND NO REDUCTIONS IN STANDARDS PERMITTED BY CODES WILL BE
ALLOWED.
S. PROPOSED MODIFICATIONS SHOWN ON THOSE PLANS ARE ASSOCIATED WITH THE 44-X
!6' 1564 SQ.FT. RUgDING ADDITION TO AN EXISTING APPROX. 2298 SQ.FT. CONVEFBENCE
STORE. BUILDING, LOCATED AT 601 ROUTE 2B MAIN STREET IN YARMOUT H MA
6 PROPOSED MODIFICATIONS ARE SUBJECT TO THE INSPECTION ANT) APPROVAL OF THE
LOCAL BUILDING AND BOARD OF HEALTH INSPECTORS IN COMPLIANCE WITH ALL
APPLICABLE BUILDING AND HEALTH CODES
Z.—THIS ENGINEER IS NOT RESPONSIBLE FOR ANY HIDDEN STRUCTURAL PROBLEMS.
RTHECONIRACTORSHALLBERESPONMBLETODISPOSBOFANYLINSUITAIRE OR
SURPLUS MATERIALS PROPERLY OFF SITE IN ACCORDANCE WITH ALL APPLICABLE
LOCAL AND STATE ENVIRONMENTAL COPES
9. THE CONTRACTOR SHALL- SNORE, BRACE, SHEET PILE OR OTHERWISE SUPPORT THE
STRUCTURE AS REQUKRED TO MAINTAIN STRUCTURAL INTEGRITY AT AIL TIMES.
SHORING DESIGN SHALL BE ]PROVIDED BY THE GENERAL CONTRACTOR.
10. HEADERS SHAH. BE PLACED ACROSS TOP OF SHORING POSTS AND SHALL BE TIGHT
AGAINST UNDERSIDE OF STRUCTURE ABOVE.
1 SHORING SHALT. BEAR ON SLEEPERS TO PREVENT DAMAGE TO STRUCTURE BELOW.
ILNEW STRUCTURAL SYSTEM SHALL BE COMPLETELY INSTALLED ANT) CAPABLE OF
SUPPORTING pESIGN LOADS BEFORF SHORES ARE REMOVED. SHORES SHALL BE
RELEASED GRADUALLY.
EXISTING BUILDING ELEVATION (FRONT)
EXISTING RIGHT SIDE BUILDING ELEVATION
4tALt +I
EXISTING FLOOR LAYOUT
m nu_Y:In .T
EXISTING LEFT SIDE BUILDING ELEVATION
EXISTING REAR BUILDING ELEVATION
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PROP051- MODIFCATIONS
A7
601 MAIN STREET (ROUTE 2R)
YARMOUTH.MA
PREPARm FV R
RAYROUZ PETROLEUM, TLC
IL E MAIN STREET
WEMOROUGH, MA 01..%l
EXISTING
FLOOR LAYOUT
&
E IMNGBUILDING
FLEVATTONS
PROPOSED LEFT SIDE ELEVATION
PROPOSED RIGHT SIDE, ELEVATION
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PROPOSED BUILDING FRONT ELEVATION
PROPOSED Ist FLOOR LAYOUT
PROPOSED REAR ELEVATION
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PROPOSED MODLFLCAT]ONS
AT
60L MAIN STREET (ROM 19)
YARMOLTH, MA
PAFYARFD EON:
KAYROUZ PLTROLI:UM, LLC',
M E MALN STREE
WESMROUMI, MA o1181
PROPOSED FLOOR LAYOUT
BUILDING ELEVATIONS
56 . N.—, 6 O} „
EXISTING CANOPY ELEVATION (MAIN STREET)
�."a
PROPOSED CANOPY ELEVATION (MAIN STREET)
PRW ,
PROPOSED MODIFICATIONS
AT
xa�a 601 MAIN STREET (ROUTE M)
YARMOUTH MA
PREPARED M(
KAYROOZ PF. ROLEUM, 11JC
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EXISTING CANOPY ELEVATION
(SOUTH SEA AVENUE)
5LSLS?, I�"
PROPOSED CANOPY ELEVATION j °°°°"'�
(SOUTH SEA AVENUE) 1
CANOPY ELEVATIONS