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GENERAL NOTES:
1. THIS PARCEL IS SHOWN AS LOT #J-1 OF ASSESSORS MAP 30,
COMPRISING 21,197 S.F., AND IS AS SHOWN ON A "PLAN OF LAND
IN YAR14OUTH (WEST), MASS. FOR J.R.SOUSA & SONS, INC.",
DATED SEPT. 18, 1981 AND PREPARED BY BAXTER & NYE, INC.,
REGISTERED LAND SURVEYORS.
2. THIS PARCEL LIES WITHIN THE "GENERAL BUSINESS" ZONE;
IT IS NOT LOCATED IN A SPECIAL FLOOD HAZARD ZONE AS SHOWN
ON F.E.M.A. COMMUNITY PANEL NO.250015-0005C, REVISED
JUNE 17, 1986.
3. PROPOSED USE IS FOR AUTOMOTIVE SERVICE LIMITED TO OIL
CHANGE AND LUBRICATION; NO REPAIRS TO BE DONE.
4. EXISTING STRUCTURES ON SITE SHALL BE REMOVED; REMOVE AND
CAP OFF EXISTING ELECTRIC & WATER ENCOUNTEREP,LOW GRADE;
THE CONTRACTOR SHALL NOTIFY "DIG -SAFE" FOR FIELD
VERIFICATION OF THE LOCATION OF ALL RECORDED UTILITIES 72
HOURS PRIOR TO ANY EXCAVATION. ALL EXISTING PAVING SHALL
BE REMOVED FROM THE BUFFER STRIPS (SEE NOTE #5).
5. UTMOST CARE SHALL BE TAKEN TO INSURE THAT (2) MASS.
HIGHWAY BOUNDS ARE NOT DISTURBED. THE BOUNDS ARE 'LOCATEDr „
11.99' AND 79.26' FROM S.W. PROPERTY CORNER AND BURIED
APPROX. 12" BELOW THE EXISTING PAVING.
6. BUFFER STRIPS ARE TO BE 10 FEET WIDE ON SIDES ABUTTING
OTHER PROPERTIES AND 20 FEET WIDE ON SIDES ABUTTING CAMP
STRF.FT AND MAIN ST.-W.Y. THE BUFFER STRIPS SHALL .BE
MULCHED, WITH PLANTINGS OF 2" CALIBER TREES AT 20' O.C.
AND GROUND COVER CONSISTING ONLY OF PLAN'S SPECIES
CLASSIFIED BY THE BOARD OF HEALTH AS SUITAPLE FOR THE
LOCAL ENVIRONMENT. BUFFER STRIP ADJACENT TO RESIDENTIAL
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
NITRATE LOAD CALC'N. ON SHEET "L-2")
7. BUILDING HEIGHT: 22 FT.
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 OF RETENTION/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 I14STALLED WITHIN THE BUILDING;
ANY SPILLAGE SHALL BE CONTAINED WITHIN THE BUILDING AND
REMOVED ONLY BY A LICENSED HAZARDOUS WASTE HAULER.
10.MINIMUM PARKING REQUIRED BY BY-LAW = 15 SPACES:
13 SPACES @ 10' X 20'+ 2 HANDICAPPED SPACES AS SHOWN.
11.REDUCTION IN EXISTING CURB CUT OPENINGS TO PROVIDE A
SINGLE 24' ENTRANCE/EXITWAY TO MAIN ST. -W.Y. (ROUTE 28)
SHALL BE CONSTRUCTED IN ACCORDANCE WITH MASS. D.P.W.
PERMIT NO. 7-23424-A.
12.AN ACCESSWAY SHALL BE PROVIDED FOR EMERGENCY VEHICLES WITH
A DENSE GRADED STONE BASE BENEATH THE MULCH OF THE BUFFER
STRIP, HAVI14G STEEL POSTS AT LEAST 18' APART AND A CHAIN
WITH SNAPHOOKS (NO LOCKS).
13.ALL SITE WORK SHALL BE INSPECTED BY THE OWNER'S ENGINEER
AND CERTIFIED TO BE IN COMPLIANCE WITH THE APPROVED PLANS.
M.�•B..vh'`� yh°Ex�sr�u' � 1►5.�' .3S'°t _ _ ,.,� -� SOIL LOG
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BEI�k- N�P\rzK.-NAIt, Inl ?OLE 3 7z1: ;5t jLY� sS T �'
E1.a:VAT1otJ = ZB.00' ,x.73 PEec. a £ SUbse�1
J- p► � N � 8; PUBLIC -VARIABLE WIDTH) .
nl.Com. V. "D) + 1r+ R-�• E. 2 � - --- - Aoj;vw 5a N4 �
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SITE PLAN, *Percolation test location: T.P.# J
Bottom of test hole = <f8 "; r'ATE; 0MPf
SCALE: 1"= 20 FIT. Percolation rate and determination
52 of sub -soil conditions were done
pcsc�' Co/ctovrs: 54 " on ���. Z , 1987, as witnessed by
Test Pr't Location r No.: z
Edc r� 6/eflaad s .Sept%c Talk F-01
F..w /e(2. 9A YE 5 .
L i177,? ci 2uF%r Zoae : Space; i5
.les c � n/o.: � 4woJ IE o µ1(e1 \VATCP_ 6LEy. 10, 4 '(�bV D)
w6fer /.i•� y,/16"-
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NO E;7.% `ft.OILi3't ,
SHALL CS iF.-At.I.ED VV
F0 INSPECTION. 1-11,
NT O
410 Nou M
(39&'231}7
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1
00TiF40100 TO
Otlf,'aI D EMINEER
/PLAN OF _?J1`OPOSED SITE &
SEWAGE DISPOSAL SYSTEM
QUICK OIL CHANGE BLDG.,_
84 MAIN STREET 7�-3 --
WEST YARMOUTH, MA. 3C,
Chi ARON ASSOCIATES, INC.
CONSULTING ENGINEERS
.323 NECK ROAD, ROCHESTER, MA 02770
SCALE: AS N0TE0 DWG. NO.
DATE: AFR1L.23, 1988
RE\/. (; viiAI( 25,096
fZEV. Z; JVLY 11, 1988 r
REV• 3' A06-3, 19845
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NT O
410 Nou M
(39&'231}7
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1
00TiF40100 TO
Otlf,'aI D EMINEER
/PLAN OF _?J1`OPOSED SITE &
SEWAGE DISPOSAL SYSTEM
QUICK OIL CHANGE BLDG.,_
84 MAIN STREET 7�-3 --
WEST YARMOUTH, MA. 3C,
Chi ARON ASSOCIATES, INC.
CONSULTING ENGINEERS
.323 NECK ROAD, ROCHESTER, MA 02770
SCALE: AS N0TE0 DWG. NO.
DATE: AFR1L.23, 1988
RE\/. (; viiAI( 25,096
fZEV. Z; JVLY 11, 1988 r
REV• 3' A06-3, 19845
AOG. 17. 196a .
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NO E;7.% `ft.OILi3't ,
SHALL CS iF.-At.I.ED VV
F0 INSPECTION. 1-11,
NT O
410 Nou M
(39&'231}7
. %e # ••Wt•p.•....,{.V
1
00TiF40100 TO
Otlf,'aI D EMINEER
/PLAN OF _?J1`OPOSED SITE &
SEWAGE DISPOSAL SYSTEM
QUICK OIL CHANGE BLDG.,_
84 MAIN STREET 7�-3 --
WEST YARMOUTH, MA. 3C,
Chi ARON ASSOCIATES, INC.
CONSULTING ENGINEERS
.323 NECK ROAD, ROCHESTER, MA 02770
SCALE: AS N0TE0 DWG. NO.
DATE: AFR1L.23, 1988
RE\/. (; viiAI( 25,096
fZEV. Z; JVLY 11, 1988 r
REV• 3' A06-3, 19845
AOG. 17. 196a .
- 0, C, D `-,"p
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