HomeMy WebLinkAboutAce Oil Company - L1 Proposed Site & Sewage Disposal PlanGENERAL NOTES:
ILL ALL 1. THIS PARCEL IS SHOWN AS LOT #J-1 OF ASSESSORS MAP 63,
SHEET 30, COMPRISING 21,197 S.F., ZCIJED FOR "GENERAL
JD N
"CV AND IS NOT TnrlTrn INA SPECIAL FLOOD
HAZARD ZONE.
-ILL
2. PROPOSED USE IS FOR AUTOMOTIVE SERVICE LIMITED TO OIL
ILL
CHANGE AND LUBRICATION.
3. EXISTING STRUCTURES ON SITE SHALL BE REMOVED, INCLUDING
EXISTING ELECTRIC & WATER ENCOUNTERED BELOW GRADE; THE
CONTRACTOR SHALL NOTIFY "DIG -SAFE" FOP, FIELD VERIFICATION
` \`.\ OF THE LOCATION OF ALL RECORDED UTILITIES 72 HOURS PRIOR
IV TO ANY EXCAVATION.
4. BUFFER STRIPS ARE TO BE 10 FEET WIDE ON SIDES ABUTTING
P / \\ 1 OTHER PROPERTIES AND 20 FEET WIDE 01' SIDES ABUTTING CAMP
''. N, \A STREET AND MAIN ST.-W.Y. THE BUFFER STRIPS SHALL BE
MULCHED WITH PLANTINGS OF 2" CALIBER TREES AT 20' O.C. AND
tc
GROUND COVER CONSISTING ONLY OF PLANT SPECIES CLASSIFIED
BY THE BOARD OF HEALTH AS SUITABLE FOR THE LOCAL
\ �� °� i / `,` \ �, ENVIRONMENT. BUFFER STRIP ADJACENT -0 RESIDENTIAL LOT
ON NORTHERLY SIDE SHALL PROVIDE SC?,EE!TIITG BY FENCE AT TOP
OF RETAINING WALL AND BY VEGETATIO11 AT ENDS OF WALL AS
NEEDED. NO GRASS SHALL BE PLANTED WITHIN ANY LANDSCAPED
SPACE AT ANY TIME. (SEE NITRATE LOAD CALCIN. ON SHEET
"L-211)
/.z 10- 5. BUILDING HEIGHT: 22 FT.
BUILDING AREA: FIRST FLOOR = 2,100 S.F.
BASEMENT = 2,100 S.F.
PAVED AREA AT FRONT OF BUILDING = 1,450 S.F.
REAR ?,SIP' it I = 7 , -'A 15 It
TOTAL PAVE E!. D AF = E,S65 S.F.
IT
6. ALL STORM FUN -OFF SHALL BE CC. -71-�.^ t.::, ON THE SITE WITH
)0 CATCH B.ASINS OF RETENTION/LE',�HING ::ESIGN, AS PER SCHEDULE
ON SHEET "L-2". DESIGN CRITEFIA BE BASED UPON
20 -YR.
YR. STORM INTENSITY- _OVER A _2�-i7--rIERIO
OR DRAINS ARE TO BE INS I T LPD WITHIN THE BUILDING;
7. 110
ANY SPILLAGE SHALL BE CONTAINED W17"TITTHE BUILDING AND
co REMOVED ONLY BY A LICZU.S.ED HAZARD(aTUS, HAULER
\ \
N 8. MINTIMUM ,RFI11-v REQUIRED BY BY -LAV 15 SPACES, 10' X 20'.
(HANDICAPPED PARKING NOT REQUIRED)
Alle
'G CURB CUT OPE.-N'S TO PROVIDE A
9. REDUCTION IN EXISTIT. - �y
SINGLE 24' EXITWAY TO MAIN ST. - 1;.717. (ROUTE 28) SHALL BE
SUBJECT TO APPROVAL BY MASS. D.P.V.
10.'LL SITE WORK SHALL BE INSPECTED THE OWNER'S ENGINEER
TO VERIFY COMPLIANCE TO THE APPROED PLANS.
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OR
STORM
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'_NY SPILL -GE SHA L
ONLY
REMOVED 0 By A
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PROP.-
'27.00,
f:L. 2j00 SF
AREA
70'
? 0
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30 ® 5 7
er
0
Id'z 70'
z
'3 NA11- IN PAVING - Li
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210.00
1-�ole 3722—h0\ is t
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601_�b '1�34'Alew SOI L LOG
_37Z/ 41,Alew 6,rdfz- T. P # T. P. #
WEST YARMOUTH ...���s��o, ,/,Z,. $�.I�
STin r,'tj Loa m
, 144�—
MAIN'E Subsoil/ PEec•
/A e,? I'W, 5A k4
WATM
FOP.
_ZZI 7 1
32 - V
7, 0
S ITE PLAN *Percolation test location: T.P.#/
Bottom of test hole
S C A LE: 1" = 20 FT. Percolation rate and determination
- --- _,"vafeOns: x 53.9 of sub -soil clnoi,tions were done
on 7:�66, V 87, as witnessed by
54 Tese 101't 1,vfafjer4 f, tjo.:
Edye of WetlandsTalk T Arf/Z. I4A Y'9:5
Z -;In /,` of e 0 11,ev- Zone: spene,
,qes o v re e A, -ea A'/a9 Ne.:
AIA /,V
sr
CD
z
Q/ OF S%TF
PLAN
LEWIS i3AY
LOCUS
to
1 = 2000'1
PLAN OF PROPOSED SITE &
SEWAGE DISPOSAL SYSTEM
QUICK OIL CHANGE BLDG. -
90 MAIN STREET
WEST YARMOUTH, MA.
CHARON ASSOCIATES, INC.
CONSULTING ENGINEERS
,323 NECK ROAD, ROCHESTER, MA 02770
SCALE: AS McTeo DWG.. NO.
DATE: DF -r-. ?-6, 1987
L-1