HomeMy WebLinkAboutAce Oil Company - L1 - Proposed Site & Sewage Disposal PlangGENERAL NOTES: �910'
THIS PARCEL IS SHOWN AS LOT #J-1 OF ,ASSESSORS MAP 63,
SHEET 30, COMPRISING 21,197 S.F. AND IS AS SHOWN ON'A
"PLAN OF LAND IN YARMOUTH (WEST), MASS. FOR J RSOUSA & *o
j0 D�f_
ALL ILLSONS, INC.", DATED SEPT. 18, 1981 AND PREPARED BY BAXTER & P:C 2/ f F, K•;
NYE, INC., REGISTERED LAND SURVEYORS. 3 t
S
'' - 2. PARCEL LIES WITHIN THE "GENERAL BUSINESS ZONE;. '
�0
THIS fav
IT IS NOT LOCATED IN A SPECIAL FLOOD HAZARD ZONE AS SHOWN ..
ON F.E.M.A. COMMUNITY PANEL 170.250015-0005C, REVISED" `
D
JUNE 17, 1986. �� Mal .>
Pd
�; � _, � �; , , ,•
3. PROPOSED USE IS FOR .AUTOMOTIVE SERVICE LIMITED TO OIL
CHANGE AND LUBRICATION; NO REPAIRS TO BE DONE.
MST
"` 4. EXISTING STRUCTURES ON SITE SHALL BE REMOVED, INCLUDING A�,V
EXISTING ELECTRIC & WATER ENCOUNTERED BELOW GRADE, THE W
au D " — " a J
CONTRACTOR SHALL NOTIFY DIG SAFE FOR FIELD VERIFICATION 4�/I`
OF THE LOCATION OF ALL RECORDED UTILITIES 72 HOURS PRIOR
° j \, TO ANY EXCAVATION. ALL EXISTING PAVING PAVING SHALL BE 1•F
\-V n
REMOVED FROM THE BUFFER STRIPS ( SEE NOTE #5) .
5. UTMOST CARE SHALL BE TAKEN TO INSURE THAT MASS; W - Q OF 51-rF
-HIGHWAY a� �. Q
`- BOUND #M28PP IS NOT DISTURBED. THE POUND IS LOCATED 11.99 ALAN
�- FROM S.W. .PROPERTY CORNER AND BURIED APPROX. .12" BELOW THE 3 /
o \•. p EXISTING PAVING.
6. BUFFER STRIPS ARE TO BE 10 FEET WIDE ON SIDES ABUTTINGtf
\ OTHER PROPERTIES AND 20 FEET WIDE ON SIDES ABUTTING CAMP
STREET AND MAIN ST.-W.Y. THE BUFFER STRIPS SHALL'BE \
D
MULCHED WITH PLANTINGS OF 2" CALIBER TREES. AT 20' O.C. AND
\ GROUND COVER CONSISTING ONLY OF PLANT SPECIES CLASSIFIED
�1♦ 1 BY .THE BOARD OF HEALTH AS SUITABLE FOR THE LOCAL _
N ENVIRONMENT. BUFFER STRIP ADJACENT TO RESIDENTIAL LOT -
_ \ ON NORTHERLY SIDE SHALL PROVIDE SCREENING BY FENCE AT TOP L OC U S
OF RETAINING WALL AND BY VEGETATION AT ENDS OF WALL AS
NEEDED. NO GRASS SHALL BE PLANTED. WITHIN .ANY LANDSCAPED 1 = 2000't -
SPACE AT ANY TIME. (SEE NITRATE LOAD CALC.'N...ON' SHEET
-- 7. BUILDING HEIGHT: 22 FT
_ BUILDING AREA: FIRST FLOOR = 2,100 S.F.
4r ,BASEMENT' - BASEMENT 2,100 S.F.
,� \ •�_ ; IJ , \ PAVED AREA AT FRONT 'OF -BUILDING = 1, ¢50 _S.F.
• .REAR = 7,415 "
1
i '� , • . o ,,. = 8 AREA PAVED
TOTAL ,8 6 5 S.F.
.
+ A E A
• . l4 8. ALL STORM RUN-OFF SHALL BE CONTAINED ON THESITE WITH ..
w s , • o / ( 1 ``_`� —' - CATCH BASINS OF RETENTION/ LEACHING -DESIGN, AS PER SCHEDULE
—` ON SHEET "L-2". DESIGN CRITERIA SHALL BE BASED UPON "
• •'T 20 -YR. STORM INTENSITY OVER A 24 -HR. PERIOD.
• 9. NO FLOOR DRAINS ARE TO BE INSTALLED WITHIN THE BUILDING
` •" ` T 'i �� ANY SPILLAGE SHALL BE CONTAINED WITHIN THE BUILDING AND
_REMOVED ONLY BY A LICENSED -HAZARDOUS LICEPIS D WA HAULER.
E US S TE
GX►STIti1G L�AGNIt�1G -` i� iiD_ - -` - 10.MINSMUM PARKING REQUIRED BY BY-LAW = 15 SPAC'ES';-14 SPACES
A26A To MEti�l�10' X 20'+ 1 HAD7DICAPPED SPACE .0 12' X 20`. ``SPACES FOR
• • •• � �•- � �e'� _ - - - -EMPLOYEE PARKING ARE LABELLED . "EMP" .
I \0 •/��a� 11.REDUCTION IN EXISTING CURB CUT OPENINGS TO PROVIDE A
� SINGLE 24' EXITWAY T 0 MAIN S -W.Y. (ROUTE 28) SHALL BE
` �� - SUBJECT TO APPROVALBY -MASS . ' D.P.W.
' `\� I \ I `rr � �(SNArf_n� c,g.(4�d. � � . 1� di �
►,SEW IZ.X IZ' LEAGN L?G �Z -- - �� - (�n4.� - ) _ 12.ALL SITE WORK SHALL BE INSPECTED BY THE OWNER'S ENGINEER
NAItiPsI`-t2 T��tJGN
�' ''` AND CERTIFIED TO. BE IN COMPLIANCE WITH THE APPROVED PLANS.'
C - � � --- _
135.93' _ _ =� �_R26
r;ESEr_vE AP_Ej. 2 ° t- Neese
l
{�• w
.Coac..eet' . W
i — C.e,"4
O_ 5 "'._26 ti V C I ` '• s q .' _ _ fie-/oe"le e" �o% zl
70' 1 b Exisi`iiz� /�/y, tu'- \ I ` .�_" �"- �• `:1 - Po% 2i to 6e /e- /°cated
,8. r3G . 'o c� �o
ti PP9P• _ 26.50 8>f t� �� �, O _ •, D_.� z°
_ w
PIN. FL. SF
AREA = 2100
0�
y � / : , � / "=' _• �.,. .�. _ 2 p Bu �C r
N E_ \4 S I 6 ►�
V ^7 f '\' >- N. SP• i2' t k/4 -So. C io , = 7 L
'o #6.
Z.
NOiE 5 cp i ; = f ra to Po% 37z2
,
-rdnf>e Curb � ' h/
70 IV/? Waterline+ �Existirt5) �5.$, ----�[
1"4 J•
2s{' c-44' New 6ia2, Cv/b 34 'New 6ra�. Curb SOI L LOG
Pa/e 3721 't Garb \ T.P.# I T.P.#
Gran i
� x s ) Oj47 6.aa-_ tl 19.Z
''j' WEST YARMOUTH r�ms�o�l �Z
56"r-HMA2K.: w, S 1 •i Z4� 4r,�.La�m
NAIL IN POLE 3721- P,j� % g 5v6seil
ELEVATioN ; 28.00 / J - ^J�. PEec_ _ /J�ec(iu►st ��w� �' ,
(N. G, V. D, )
25\ z�G
/Keel / lk
WATE
FL9D.
76
1�r
13Z" 7, Z' 13ZM
W W,41- FNP,
SITE PLAN *Percolation test location: T.P # 1
Bottom of test hole
SCALE: 1"= 20FT.. Percolation rate and determination
Exisfiit� 4SO/2'our•S. - ---6z - -- Sot E/eof sub -soil conditions were done
Go�fovrs: 54 T e Pi't Loczheiz r 1Jo.: i on 17EG, Z , 1987, as witnessed by
Edje ei We//ands : _ �- Sept%c Talk.: M12. N� ✓� 5.
LZone: .. • iarki/c9 Spd� ; �5
ge.5ovree `Ilea L -/a y f Ale.: $
D
PLAN OF PROPOSED SITE &
SEWAGE DISPOSAL SYSTEM
COU ICK AIL CHANGE BLDG.-
90 MAIN STREET
WEST YARMOUTH M A ,
: CHARON ASSOCIATES, INC.
CONSULTING ENGINEERS
t -f a, - I"/► 323 -NECK ROAD, ROCHESTER; MA 02770.
DWG.
SCALE AS t` 0TEO NO: