HomeMy WebLinkAboutAce Oil Company - L1 - Proposed Site & Sewage Disposal PlanM
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GENERAL NOTES:
1. THIS PARCEL IS SHOWN AS LOT #J-1 OF ASSESSORS MAP 30,,
,,,f.,, ,L �, COMPRISING 21,197 S.F., AND IS AS SHOWN ON A "PLAN OF LAND
t �` ,`` s `�• IN YARMOUTH (WEST), MASS. FOR J.R.SOUSA & SONS, INC.
DATED SEPT. 18, 1981 AND PREPARED BY BAXTER & NYE, INC.,
REGISTERED LAND SURVEYORS.
l\a � \ �.� 2. THIS PARCEL LIES WITHIN THE "GENERAL BUSINESS" ZONE;
IT IS NOT LOCATED IN A SPECIAL FLOOD HAZARD ZONE AS SHOWN
ut
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 ENCOUNTERED BELOW 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 BUFFEF. STRIPS (SEE NOTE #5)
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7 ,. \ , 5. UTMOST CARE SHALL BE TAP.EII ,TO INSURE THAT (2) MASS.
HIGHWAY BOUNDS ARE NOT DISTURBED. THE BOUNDS ARE LOCATED
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
STFF.ET AND MAIN ST.-W.Y. THE BUFFER STRIPS SHALL BE
_ j MULCHED, WITH PLANTINGS OF 2" CALIBER TREES AT 20' O.C.
10 y AND GROUND COVER CONSISTING ONLY OF PLANT SPECIES
., CLASSIFIED BY THE BOARD OF HEALTH AS SUITAnLE FOR THE
LOCAL ENVIRONMENT. BUFFER STRIP ADJACENT TO RESIDENTIAL
1 LOT ON NORTHERLY SIDE SHALL PROVIDE SCREENING BY PLANTING
!!� �r 1�\ l OF 5' TALL CANADIAN HEMLOCK AT 4' ON CENTER, STAGGERED IN
% CIDN
TWO ROWS. NO GRASS SHALL BE PLANTED AT ANY TIME. (SEE
+1 _rzil \ / NITRATE LOAD CALC'N. ON SHEET "L-2")
7. BUILDING HEIGHT: 22 FT.
v -
%" 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.
'••` /t `� 8. ALL STORM RUN-OFF SHALL BE CONTAINED ON THE SITE WITH
\ ,° ••c_ rr ', CATCH BASINS OF RETENTION/LEACHING DESIGN, AS PER SCHEDULE
• • •'.�ON SHEET "L -2", -AND A 24" WIDE SWALE ALONG NORTHERLY &
i •� ' i 1, Mil/ EASTERLY PROPERTY LINES AS SHOWN; DESIGN CRITERIA IS BASED
•'� + UPON 20 -YR. STORM INTENSITY OVER A 24 -HR. PERIOD.
5 O td)(c I 9. NO FLOOR DRAINS ARE TO BE INSTALLED WITHIN THE BUILDING;
1 ANY SPILLAGE SHALL BE CONTAINED WITHIN THE BUILDING AND
(-1p ) I� REMOVED ONLY BY A LICENSED HAZARDOUS WASTE HAULER.
•••• ,$? r •' '.•� t .� 10.MINIMUM PARKING REQUIRED BY BY-LAW = 15 SPACES:
1► \ '• T, V ; , -� � R`� 13 SPACES @ 10' X 20'+ 2 HANDICAPPED SPACES AS SHOWN.
11
' • . • / , • • }� • o�-a .REDUCTION I11 EXISTIPIG CURB CUT OPENINGS TO PROVIDE A
• ' • • ._:✓..: • • • /��•fie . - 2 8 ) i SINGLE 24' ENTRANCE/EXITWAY TO MAIN ST W Y (ROUTE
Gxtstl! ot- Lt:ACN 106 r , Ex;s '�� �6 �,(trr-' �' �'`a ` •moi- _ \ /r ' - SHALL BE CONSTRUCTED IN ACCORDANCE WITH MASS. D.P.W.
•'•' SEE Sf.GTIOI�S THRU '
AP -p -A To 3£ �� �� ���,i, i PERMIT NO. 7-23424-A.
f1P�AlJboh D I _"J Rf_T- WALLS
Q' /�a\eY` —" LL 12. OVTDEU FOR EMERGENCY VEHICLES WITH
�, t N n//F D, L. SCNLE/C</ER,. •• AN ACCESSWAY SHALL BE PR
�o i� ., ,�
A DENSE GRADED STONE BASE bEPdEI+TH THE MULCH OF THE BUFFER
I ,ArG4A14P,AlNCMI4�Z,C¢8"o.c. i57AC�F.,LEG) I .` /.�{•v -/41_ STRIP, HAVIIIG STEEL POSTS 1.T +.EAST 18' APART AND A CHAIN
�' WITH S14APHOOKS (170 LOCKS).T
I , Z4" \V IDE 5WALI< �5H/�Uf_b) • C,PS.(�nd,) �/ �/
W 12 g IZ LEA64AIty, j__ -i P' ' ''�i - -- `.- 1 SITE WORK SHALL BE INSPECTED BY THE OWNER'S EIIGINEER
- = 3 ALL rr�TN �} APJD CERTIFIED TO BE IN COMPLIAr1c�E WITH THE APPROVED PLANS.
CNA1t�t��12 ji;>rh1GH JA.,-,, -
' O; R �/ `;-�- \ y ,�.3 135-93' 35 93�
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O N yE TyoiG AG) R '
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4 •• /
l 0 •' cN i C :—"cam?`• r 6 0 0 o p o 00 0, - e (p\ r
(yo -pcJb.
I 19,L♦ 24 .J�' ��� ry-o i-..1� "`r,....f ) r•� 0.1 +�7�, c •aQ.s_ •� ��. .`,.\,
RET WA a;-
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— %D
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K.B.
O_
,) r , o , PROPOSED — F- - M,
-a- _o! X, BUILDING* i e�dy.fo
Y4z$, �`� \ �.8.#3 � AREA = 2100 S.F. ' � �--I,?, -+---- -�'� \ .•- -Folz �r
FIN. R. 26.5 FT.
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7� t f Q
r Z Q
s — - r�•••r—r
rte,
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} 5 I x 25.5 t -t'=' 2 - = ' x a = 25 E3 — — — — - — • -
\ ' •f�.G. � y � 1 ` off � •_ ii/c,'� i • . •
IF
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` SOIL LOG
po% 372/ -�.� �---�= SS' _ ate Gtr ^� y' - T . P # % T. P # 2-
OIL 01�
GE> sr) Teta! . Bt �� X01 —_ _ <, +71 f9¢ �i toarnf svin�Il i2„ 6ae,";I t
,�W_i Y, ,
gE AA v_ -Nast, IN POLE 3721 lL+ Tom' r- i Z4' Drii.Lo�m
EIE V^1'.�I o. u. ' + VARIABLE WIDTH)
PUBLIC
RT E, 2f�
�► ,t;v:L� ��r
s�se�t
ttl/Sonic s kine,
BASE L/ N E r
(1933 AEGoWrW.)
(- FOP.
1 _
7.6 ,,
- ,
t3Z° 7.2 132 � 8 2'
SITE PLAN *Percolation test location: T.P. # 1
Bottom of test hole = 4t3 LATE= ZN1P1:
SCALE: 1"= 20 FT. '
..,•,' � Percolation rate and determination
Exr3tiitQ Cll?/D ,- — -- 5� - - i. �� ) x_ of sub -soil conditions were done
J Spot✓yrs,.-�s x :r,nr i,
��oposcd Go�t`cvfs: r'` T Test Fr: Le!:z er i No,: .�,�_ on J�GG. Z ,1987, as witnessed by
Sept%c is 4 Q f'�Ede a�
Y`I
<. Liiriif of «Eu/� ,� . • . •:.� �
r </r ; ., aI) _
Rcsou.�e ,A a � '� ,►.)oTE: ADJOSfE o 10(s #4 VA f6 k?. O �(qGv a) •� .
!-✓ager /.its f--- v,'=� F-_ _ `.;`Y'�r : Lam_ E fir. _ _ � `� casro " �
.Y
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T
a
d � �
Mill ,�-
�`
Pd•
1 MA/,V
t ST
J r Ix
vi
OF SITE Q3
PLAN _
6AY
LOCUS
1" = 2000'
NO DRAINAGE FACILMZ% PAMENT 0►n OTHER SITE IMPROVEMENTS
SHALL BE INSTALLED WITHOUT 48 H(YJR PRIOR NOTIFICATION TO
TOWN ENGINEERING DEPARTMENT (398.2231) AND OWNER'S ENGINEER
FOR INSPECTION.
REVIEWED 8 z% 2L
IIID
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 ti�A-02770
l.., ,
SCALE: AS MoTED DWG. NQ.
DATE= AFR-iL. 23, 1968
12E\/. (, /AAY. 2.5 1986 ..
f2Ev. Z: -JULY 11, 1 988
RfEv, 3: A06, 3, 1988
R.Ev..4: AUG.1-7, 19ea,
j.
I
C L_
T
a
d � �
Mill ,�-
�`
Pd•
1 MA/,V
t ST
J r Ix
vi
OF SITE Q3
PLAN _
6AY
LOCUS
1" = 2000'
NO DRAINAGE FACILMZ% PAMENT 0►n OTHER SITE IMPROVEMENTS
SHALL BE INSTALLED WITHOUT 48 H(YJR PRIOR NOTIFICATION TO
TOWN ENGINEERING DEPARTMENT (398.2231) AND OWNER'S ENGINEER
FOR INSPECTION.
REVIEWED 8 z% 2L
IIID
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 ti�A-02770
l.., ,
SCALE: AS MoTED DWG. NQ.
DATE= AFR-iL. 23, 1968
12E\/. (, /AAY. 2.5 1986 ..
f2Ev. Z: -JULY 11, 1 988
RfEv, 3: A06, 3, 1988
R.Ev..4: AUG.1-7, 19ea,
j.