HomeMy WebLinkAboutAce Oil Company - L1 - Proposed Site & Sewage Disposal Plan00215T 17
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GENERAL NOTES:
1. THIS PARCEL IS SHOWN AS LOT #J-1 OF ASSESSORS MAP 63,
t V, SHEET 30, COMPRISING 21 , 197 S . F. , AND IS AS SHOWNON A
_ y - "PLAN OF LAND IN YARMOUTH (WEST), MASS. FOR J,R.SOUSA &
SONS, INC . " ,
DATED SEPT. 18, 1981 AND PREPARED BY BAXTER &
C; �• i ate. B- --or-'-rX � �f_—� �---___s__� 1
S NYE, TNC. , REGISTERED LAND SURVEYORS. Zfi
2. THIS PARCEL LIES WITHIN THE "GENERAL BUSINESS" ZONE;
= IT IS NOT LOCATED IN A SPECIAL FLOOD HAZARD ZONATE AS SHOWN
ON F.E.M.A. COMMUNITY PANEL 110.250015-0005C, REVISED
_ \ 751 JUNE 17, 1986. f �` i'� fJ A
3. PROPOSED USE IS FOR AUTOMOTIVE SERVICE LIMITED TO OIL
CHANGE AND LUBRICATION; 110 REPAIRS TO BE DOTTE.
4. EXISTING STRUCTURES ON SITE SHALL BE RET40V)D , INCLUDING
EXISTING ELECTRIC & WATER ENCOUNTERED BELOW GRADE; THE
eta CONTRACTOR SHALL NOTIFY "DIG•-SAFE" FOR FIELD VERIFICATION
OF THE LOCATION OF ALL RECORDED UTILITIES 72 HOURS 'PRIOR r o
TO ANY EXCAVATION. ALL EXISTING PAVING SHALL BE REMOVED 7 `� n
1
FROM THE BUFFER STRIPS (SEE NOTE #5) . Q `t OFSITF_
' 1 5. UTMOST CARE SHALL BE TAKEN TO INTSURE THAT MASS. HIGHWAY PLAN °
BOUND #1.128PP IS NOT DISTURBED. THE BOUND IS LOCATED 11.99'
FROM S.W. PROPERTY CORNER A14D BURIED APPROX. 12" BELOW THE 3 I
EXISTING PAVING. I(�1
/ 6. BUFFER STRIPS ARE TO BE 10 FEET WISE ON SIDES ABUTTING
OTHER PROPERTIES AND 20 FEET to DE ON SIDES 'BUTTING CAMP \_ C
STREET AND MAINZ ST.-W.Y. THE BUFFER STRIPS SHALL BE-
\ MULCHED WITH PLANTINGS OF 2" CALIBER TREES _':T 20 ' 0. C . AND
to
GROUND COVER CONSISTING ONLY OF PLANT SPEC-TES CLA_SSIF_IED
I-ewls 134Y`.
/ BY THE BOARD OF HEALTH AS SUITABLE F,}=. -THE LOCAi
CoN
/• \ ENVIRONMENT. BUFFER STRIP ADJACENJT TO RESIDENTIAL LOT
I / \ ON NORTHERLY SIDE SHALL PROVIDE SCREENING BY FENCE AT TOP LOCUS
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OF RETAININTG WALL AND BY PLANTING OF 4-5' TALL ARBORVITAE 1" =
AT 4' ON CENTER TO PROVIDE SCP,FETIING FOP. RETAINING WALL. 2000't
NIO GRASS SHALL BE PLANTED FT_TTHITd A1fiY LANDSCAPED SPACE
AT ANY TIME. (SEE NITRATE LOAD CALC'N. ON SHEET "L-2") 3
Irl \� 7. BUILDING HEIGHT: 22 FT.
r / BUILDING AREA: FIRST FLOOR = 2,100 S.F.
%\ ` c ! cocJ ' I� BASEMENT = 2,100 S.F.
�, `.•�" x ^ Ll,\\ TOTAL PAVED AREA: T 9,350 S.F.
• ' fo TOTAL IMPERVIOUS AREn , PAVII,G + ROOF) 11 , � 50 S.F.
j
�ll/ �o�d SITE WITH 1
E . ALL STORM RUN-OFF SHALL BE CO?7Tr.ITTED O?I THE
••� s C.yTCH BASINS OF RETENTION/LEACHING DESIGN, AS PER SCHEDULE
1± ` I • • �, � / �, E �� -_ a T / L` r LIT r a i
G�.��r.d:-d�StUrhed)
Oil SHEET "L-2" . DESIGN CRITERIA. SHALL BE B ;SED LJPOTI
20-YR. STORM INTEN`ISITY O
' -- — I ..' •, o;-:T � ; � �.'� --- - �-VER A 24-?-!P.. PERIOD.
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9 . N10 FLOOR DRAINS ARE TO BE INST l T LED FIIT'H11; THE BUILDING;
••••5C)- �� G i
ANY SPILLAGE SHALL BE CONTAINED WITHIi: THE RUILDINIG ANBD V i �v �' REMOVED ONLY BYA LICENSED HAZARDOUS knSTE HAULER.
J t y/ 10.MINIMUM PARKING REQUIRED BY BY-LAW = 15 SPACES; 14 SPACES
Ve
CX►St11JG LCAGNI�IG - x;s %�5 � mar �� / •�' m 0 10' X 20'+ 1 HANA
DICPPED SPACE @ 12' v 20'
11 . REDUCTION INEXISTING CURB CUT OPEt1I1!1GS 'TO PROVIDEA I
A2EA To FIV / J: • ••• Z � SINGLE 35' EXITWAY TO MAIN ST. -W.Y. (ROUTE 28) IS '
AP�t�r•ShoNt�� - �� ,V F O, G. SCNLE/CNE2" _-a ► MASS.
//a' REQUIRED 'FOR APPROVAL BY D . P • PI • DISTRICT 7 ,
�° 12.ALL SITE WORK SHALL BE Irz3PncTED BY T'r'F G1v„JER'S ENGI1dEEi? �
If_ - �J - -� ,� 4-5F7: 4eBoPv1r4r o 43 o.a, a f _ AND CERTIFIED TO BE IN CO1MPLIA21cs 412TH THE APPROVED PLAITS. c
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tJEW 12K f2 L�AGa1�1.�( 1.- 2Z �_ � �.;` �4j � i ��.f3.��ncf.� nd
lip
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`f A.�tairti2y WallJL
_ � I
o 30 �'/®�� N► M N zo
C�
70'
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_ ® o PROP. BUILDING o ��k" v-
ti'TN v' ( FIN. FL.= heaA ®�/-
r1 AREA = 2100 SF
4 W O h, j` be .Cemov d
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8�}�e� / NEW 161610
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21 2s�h �34'New Grzan. Cv�6 f SOIL LOG (APR 11 1938
_
�trt "Oil
G(rEx,st.)
� %
WEST YA R MOUTH ��sZD iK• Lot m .
BAil_ I FOLE 3; - VARIABLE WIDTH) NAIL IN POLE 3721- A •,P U LIC Per._
ELEA/A-r►oN = z8.oa' ( RTE. 28: /fecl�w►t ���;
� r _ «/see �PLAN OF PROPOSED SITE &
SEWAGE DISPOSAL SYSTEM
( fAJF*rr_n QUICK OIL CHANGE BLDG.
log, 7.s' i 90 MAIN STREET
r3z" 7, Z' 13Z" 8.zW EST YARMOUTH, M A .
r _ F`
SITE PLAN *Percolation test location: T.P.# ! C�aROP� ASSOCIATES INC.
Bottom of test hole = -48»~ i `, _� ,
SCALE: 1" = 20 F.T.. Percolation rate and determinatio h 'rte
n �/'' 1. �j 1 e CONSULTING ENGINEERS
't nn of a fit' i";, 323 NECK ROAD, ROCHESTER, AVIA 02770
e w�Wi� 1A OJ� I�S��Q IS vnc 0�. Ex/sfiir9 Gerzfovrs. _-525 ----• Spot E/e✓atio�s: x 53.9 on sub-soil Pr6, 2- c�1987, as witnessed by
tJ s -
eon to vis : Test Pr'f' Leta fort r JJo.: -{2} f _ N DWG. N O
Edye o� W�f/ands . �- _ -� Sept%c Talk.. Q T /1x12. l�II Y'F S . �L/►~ . J� t - _ !
' SCALE: AS at-0
Lirnif of BuF%u Zoae: ........ .. Park�rZy Spec,-; (I5 i/l
. 2t5ouicc�I�ea <'/ay € Ne. • g ; DATE AP2)E.r �, 1988
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