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BUILDING' I Biaf. D8
Y r �O Rb AREA = 2100 S.F.
I o� FIN. FLR.=26.5 FT.
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GENERAL NOTES:
1.
THIS PARCEL IS SHOWN AS LOT #J-1 OF ASSESSORS MAP 30,,
BOUNDS ARE NOT DISTURBED. THE BOUNDS ARE LOCATED
COMPRISING 21,197 S.F., AND IS AS 'SHOWN ON A "PLAN OF LAND
�9 w h
11.99' AND 79.26' FROM S.W. PROPERTY CORNER AND BURIED
IN YARMOUTH (WEST), MASS. FOR J. R.SOUSA & SONS, INC.
"�/> PLAN 3 J
APPROX. 12" BELOW THE EXISTING PAVING.
DATED'SEPT. 18, 1981 AND PREPARED BY BAXTER & NYE, INC.,
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6. BUFFER STRIPS ARE TO BE 10 FEET WIDE ON SIDES ABUTTING
REGISTERED LAND SURVEYORS.
"GENERAL
��0IQI
2.
THIS PARCEL LIES WITHIN THE BUSINESS" ZONE;
n'
STREET AND MAIN ST.-W.Y. THE BUFFER STRIPS SHALL BE
IT IS NOT LOCATED IN A SPECIAL FLOOD HAZARD ZONE AS SHOWN
1j
MULCHED, WITH PLANTINGS OF 2" CALIBER TREES AT 20' O.C.
ON Ft E.M.A. COMMUNITY PANEL NO.250015-0005C, REVISED
~
AND GROUND COVER CONSISTING ONLY OF PLANT SPECIES
JUNE; 17, 1986.
"
3.
PROPOSED USE IS FOR AUTOMOTIVE SERVICE LIMITED TO OIL
_
LOCAL ENVIRONMENT. BUFFER STRIP ADJACENT TO RESIDENTIAL
CHANGE AND LUBRICATION; NO REPAIRS TO BE DONE.
MI7/-'�
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4.
EXISTING STRUCTURES ON SITE SHALL BE REMOVED; REMOVE ANDY"f
OF 5' TALL CANADIAN HEMLOCK AT 4' ON CENTER, STAGGERED IN
CAP OFF EXISTING ELECTRIC & WATER ENCOUNTERED BELOW GRADE;
MA/N
LOCUS
THE CONTRACTOR SHALL NOTIFY "DIG -SAFE" FOR FIELD
ST\
7. BUILDING HEIGHT: 22 FT.
VERIFICATION OF THE LOCATION OF ALL RECORDED UTILITIES 72
W
HOURS PRIOR TO ANY EXCAVATION. ALL EXISTING PAVING SMALL
j 3
TOTAL PAVED AREA: 8,460 S.F.
BE REMOVED FROM THE BUFFER STRIPS (SEE NOTE #5).
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5. UTMOST CARE SHALL BE TAKEN TO INSURE THAT (2) MASS.
2y LOX05
141HIGHWAY
BOUNDS ARE NOT DISTURBED. THE BOUNDS ARE LOCATED
Q oF51TE
\/ {-
11.99' AND 79.26' FROM S.W. PROPERTY CORNER AND BURIED
"�/> PLAN 3 J
APPROX. 12" BELOW THE EXISTING PAVING.
4
6. BUFFER STRIPS ARE TO BE 10 FEET WIDE ON SIDES ABUTTING
OTHER PROPERTIES AND 20 FEET WIDE ON SIDES ABUTTING CAMP
n'
STREET AND MAIN ST.-W.Y. THE BUFFER STRIPS SHALL BE
1j
MULCHED, WITH PLANTINGS OF 2" CALIBER TREES AT 20' O.C.
�\
AND GROUND COVER CONSISTING ONLY OF PLANT SPECIES
CLASSIFIED BY THE BOARD OF HEALTH AS SUITABLE FOR THE
_
LOCAL ENVIRONMENT. BUFFER STRIP ADJACENT TO RESIDENTIAL
LEWIS <34Y
LOT ON NORTHERLY SIDE SHALL PROVIDE SCREENING BY PLANTING
OF 5' TALL CANADIAN HEMLOCK AT 4' ON CENTER, STAGGERED IN
TWO ROWS. NO GRASS SHALL BE PLANTED AT ANY TIME. (SEE
LOCUS
NITRATE LOAD CALC•N. ON SHEET "L-2")
7. BUILDING HEIGHT: 22 FT.
1"-2000':t
BUILDING AREA: FIRST FLOOR = 2,100 S.F.
BASEMENT = 2,100 S.F.
TOTAL PAVED AREA: 8,460 S.F.
TOTAL IMPERVIOUS AREA (PAVING + ROOF): 10,560 S.F.
8. ALL STORM RUN-OFF SHALL BE CONTAINED ON THE SITE WITH
CATCH BASINS OFRETENTION/LEACHING DESIGN, AS PER SCHEDULE
ON SHEET "L-2'•, AND A 24" WIDE SWALE ALONG NORTHERLY &
EASTERLY PROPERTY LINES AS SHOWN; DESIGN CRITERIA IS BASED
UPON 20 -YR. STORM INTENSITY OVER 'A 24 -HR. PERIOD.
9. NO FLOOR DRAINS ARE TO BE INSTALLED WITHIN THE BUILDING;
ANY SPILLAGE SHALL BE CONTAINED WITHIN THE BUILDING AND
REMOVED ONLY BY A LICENSED HAZARDOJS WASTE HAULER.
1O.MINIMUM PARKING REQUIRED BY BY-LAW = 15 SPACES:
13 SPACES,0 10' X 20'+ 2 HANDICAPPED SPACES AS SHOWN.
11.REDUCTION IN EXISTING CURB CUT OPE`IINGS TO PROVIDE A
SINGLE 24' ENTRANCE/EXITWAY TO'MAIV ST. -W.Y. (ROUTE 2S)
SHALL BE CONSTRUCTED 1N AC JRDANCE WITH MPoSS. P.P.W.
PERMIT NO. 7-23424-A.-
-23424-A.•1--.All
1 --.AllACCESSWAY SHALL BE PROVIDED FOP EMERGENCY VEHICLES WITH
A DENSE GRADED ST: -NE BASE BENEATH THE MULCH OF THE BUFFER
STRIP, HAVING STEEL POSTS AT LEAST•18' APART AND A CHAIN
WITH SNAPHOOKS (NO LOCKS).''
13.ALL SITE WORK SHALL BE IN- tCTED BY THE CWNEP.'S ENGINEER.
AND CERTIFIED TO BE IN COMcLIANCE WITH THE APPROVED PLANS.
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BBAkNMhRK-.n1AIL 1iS ppLE 8728 C ;� �� `tlr I ■
E1:E�ATION = 2B.00' 333 ' C -' VARIABLE -WIDTH)
�N.�.v.v•> +4 ' M p! N (RTE. 28: PUBI•..� a !Fitt_ � 5a'e `a
MA55. VIP W. r w/Berne s�9wtt
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S -ITE -.PLAN.
-
SITE .PL.AN i
SCALE: 1 20F.T.
Ex/i'tiiry Ge<ttouis: - - •� •-' S2 -;,,,L.. $Pet E/C✓8)`1u15'. �. x 53. D,lExist) y.o'C r)
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54 + Test P!t Locabattr f No.: • Y' , roposed.Ccvltows T . -
SepticleRk ..®
edgeeCWef/ands. �•+--�_s+ -!^-•- aih.!Pavic'
Gi�ttif �� B,rf%r Zone: ••
ReSo„rtt xUtl F/a9 � Ni.:, ; g �~ • • j%a!�{, f/owe, ��(Nopnal)
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*Percolation test location: T.P.#!
j Bottom of test hole - 45 " • KATE = ZMPL
j ,Percolation rate and determination
of. sub -soil conditions were done
on .'�Dee.Z •,1987, as witnessed by
AIiII4 14A v,4e s
d' +F AO�CAWO$1ED Q6#4 WATE2 £LED. = 11. 0'(N6V0)
NO DRAINAGE FACILITIES, PAVEMENT OR OTHER SITE IMPROVEMENTS
SHALL BE INSTALLED WITHOUT 48 HOUR PRIOR NOTIFICATION TO
TOWN ENGINEERING DEPARTMENT (398.2231) AND OWNER'S ENGINEER
FOR INSPECTION.
REVIEWED- 9
A
PLAN OF PROPOSED SITE &
SEWAGE DISPOSAL SYSTEM
QUICK OIL CHANGE' BLDG.
84 MAIN STREET
WEST YARMOUTH, MA.
CHARON ASSOCIATES, INC.
CONSULTING ENGINEERS
,.323 NECK ROAD, ROCHESTER, MA 02770
SCALE: AS MoTEp DWG. NO.
DATE: APPJL.23, 1966
REV.I: MAY 25,)986 L 1
F-Ev. tc .101.X 11, 1968
REV. 3:AIS. 3, 19Db
t2E : RO .11 1988.
REV. 5: SEPT, 1(k,, 118$;