HomeMy WebLinkAboutDocuments & IncidentsA l
0
A.
A s
A% PIE
mN \ / /
GENERAL NOTES: -
1. THIS PARCEL IS SHOWN AS LOT #J-1 OF ASSESSORS MAP 30
Amn!;&!Iaa2I8 COMPRISING 21,197 S.F., AND IS AS SHOWN ON A
'PLAN OFLANDIN YARMOUTH (WEST) MASS. FOP, J P.SOUSh &
SONS INC.", DATED SEPT. 19 1951 AND PREPARED BY BAXTER &
NYE, IHC , REGISTERED LAND SURVEYORS. -
2. THIS PARCEL LIES WITHIN THE GENERAL BUSINESS ZONE,
IT IS HOT LOCATED IN A -SPECIAL FLOOD HAZARD ZONE AS SHOWN a
ON F.E.M.A. COMMUNITY PANEL nO.250015-0005Cr REVISED
JUNE 17, 1956
J. PROPOSED USE IS FOR AUTOMOTIVE SERVICE LIMITED TO OIL
CHANGE AND LUBFIC TION' NO REPAIRS TO 9E DONE.
S. EXISTING STRUCTURES ON SIT£ SHALL BE REMOVED REMOVE AND
CAP OFF EXISTING ELECTRIC 6 WATER ENCOUNTERED BELOW GRADS;
THE CONTRACTOR SHALL NOTIFY SIG -SAFE' FOR FIELD _
VERIFICATIO14 OF THE LOCATIOR OF ALL RECORDED UTILITIES 72
HOURS PRIOR TO ANY EXCAVATION ALL EXISTING PAYING SHALL
BE REMOV20 FROM THE BUFFER STRI.S ;SEE NOTE #51. _
S. UTMOST CARE SHALL BE TAKEN TO IMBIBE THAT MASS. HIGHWAY
B OU14D 4M28PP 1S NOT DI STEP 9FD. THE BOUND II LOCATE 11.99'},7924
FROM S.W. PROPERTY CORNER AND BURIED APPROXI 12" BELOW THE
EXISTING PAVIRG. -
6. BUFFER STRIPS ARE TO BE 10 FEET WIDE ON SIDES ABUTTING
OTHER PROPERTIES AND 20 FEET WIDE ON SIDES ABUTTPIG CAMP
STREET AND LAID 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 PLANT SPECIES
CLASSIFIED BY THE BOARD OF HEALTH AS SUITABLE FOR THE
LOCAL ENVIRONMENT SUFFER STRIP ADJACENT TO RESIDENTIAL
LOT ON NORTHERLY SIDE SHALL PROVIDE SCREENING BY FENCE AT
TOP OF RETAINING WALL AND BY PLANTING OF 5 TALL
ARBORVITAE AT 4 ON CENTER TO PROVIDE SCREENING FOR
1 I RETAINING WALL TO GRASS SHALL BF. PLANTED AT ABC TIME.
y p (SEE NITRATE LOAD LC N. ON SHEET -L-2')
�lY
7. BUILDING HEIGHT 22 FT.
\ BUILDING AREA FIRST FLOOR 2,100 5 F
BASEMENT 2,100 S.F.
% TOTAL PAVED AREA 81600' F
I^ TOTAL IMPERVIOUS APEA (PAVING I BEAR): 10,700 S.F.
V' S. ALL STORM RUN OFF SHALL BE COI IIED ON THE SITE WITP.
/ N
N CATCH BASINS OFRETENTION/LE CFING DESIGN, AS PER SCHEDULE
1 5 0 1 V V� o M/// PaNd ON SHEET "L-2 AND A 26 VIDE ISWAL£ ALONG NORTHERLY 6
EASTERLY PROPERTY LINES AS SHOWN DESIGN CRITERIA SHALL BE
i/ (� BASED UPON 20 YR STORM INTENSITY OVER A 29 HR. PERIOD.
GS(( p. duKrbep/
( , ci 9. 110 FLOOR DRAINS ARE TO 9E INSTALLED WITHIN THE BUILDING;
j y I I Q ANY SPILLAGE SHALL BE COUTAINEL WITHIN PER BUILDING AND
i �. - REMOVED ONLY BY A LICENSED YAZAPLOU5 WASTE HAULER
Gar{Mi 10.MTEIMUM PARKING REQUIRED BY BY-LAW 15 SPACES'
/' 1•• (,) I T 14 SPACES @ 10 X 20 + 1 h NDIC,FFED SPACE R 12 X 2.
�/ _J 1� F11.REDUCTION IN EXISTING CURB CUT OP NIN S TO PROVIDE A0
Ex,51m1G LEKNING p 1 1 Z ( Qj I _ -- SINGLE 24 EXITWAY. TO MAIN T 41 Y ROUTE 29) IS
AREA To PLEJ DEFT N&
TOTv¢u /% � REQUIRED FOR APPROVAL BY (AES U.S.N. DISTRICT 7
ApaANnouED \ m➢n � a SCULE/ONE2 __RF
FT � rzSA46'e.e. .i�4I _ 12 WIDENSPE� GRADED
STONE BASE BENEATH HE LENTIL VEHICLES WITH
EN,
VII
TH
PHOOKS
A,v `T ca (fn!) A d A DENSE GRADED STONE BASE BENEATH THE LENTIL OF THF. BUFFER
m AC 5wA Aoco z AlIt45 .'w`/ F a cv tn.
0 / ALOFT AND A CHAIN
H
KEW 12K 211FALH�Wa �da I��I 0 0 8 (V^G) I�' / FS/.Tom- - 13.ALL SITE WORK SHALL BE TSISYEC 40 BY THE OWNER S SUGINERR
GNAIwnEK TKWLH LA-_� W O - `r\ ly"'r� � -- 130^93 6. Iq "no,
2� ..lr'D LFRTIFI£D TO BE IN COMPLI,.95E WITN THE APPROVED FLATS.
1
£ _ ..
KeSERVE ACEA 'a_.m r< 6- _ p. -•o - _
�J L A e
�ze V `1 4
Z JL 4v 7 0 ? I-�i 1'\ \\TWAI
�E
/e FIN
!o BUOILDING--M v9�.ti
1ewersj.ro ly'.
I
k�SO - ✓-II 24 AREA =T2100 SE c Y J¢ 21 0,o/�� 1xIIK tl �I
y r� I 19 FIN ALR 26.E FT. ry /I' / K
A
-
3�+�k
LI R1
C ee/2= _ A c[ h a 6
N 11 �.
2 1 F-IZF IM V Lt
M L se R.- ar ss /is0... ��'.
v l' t(7)KOK Y 1 ..a F,v➢ `Y` L 4 i \
1 7— ee /i
M N 6 til Y Cr f 0 •�✓� rip-
IJkTEnS F INV
N:E(s !` �, R. a� "�et15 aN:G °> �i I SOIL LOG
o nv "�F -'sz E -w e�> T P.N I T.P.a2
/'(eeItJ /d I� /A _-���-,- t +94 /9 �/ Iaem45u'zat 12• B><kF n_
BE1.1CHMhRL'."N0.11 nI FME 37v: {B5 '.,C T- -�-F '• r a 21' O 8 Lnm
ELEJATION 26. m' 63.'y3 p8 A t J 1 5J J9 a
F1 (RTE28:PUBLIC VARIABLE WIDTH). �—.—_. 1% pEe .% esa
6AM
esE Nc_ T, _;ab j
t? l s39 c Orx) _— v
5
—"r
JATcK
SET
'.13L• pZ 42 //a ATE4 FN0. &Z
SITE .PLAN *Percolation�test location: r P ul'.
Bottom f test hOle = A [ATE ZMPI
SCALE 1- z SOFT Percolation t d determination
E frz9 GNP ---5 Spof E/ F/ s�3f(yyyRIGB, TEND TOO) f sub it conditions v done
pFP dEonFa 4 Te }RFL h �N {}, n 3>E°•M 1987, a witnessed by
G IIWNn> Spr T k i Al2 R/.+/ES
L 5
e9r
OIArra f69(Na n •Y Nf;�F/ow: rvIWj/ d 'r ^'phr6 ACOURieo pi6N PATIN.&LEv.=10.4(NSYn)
Watr /.RP- (—IF Ekt. Saq✓: / -L—V �(4ea nF/)
v
t ,w
CAI -
LCW/s 3AY
LOCUS
1" = 2 000' a
PLAN OF PROPOSED SITE &
SEWAGE DISPOSAL SYSTEM
QUICK OIL CHANGE BLDG.
90 MAIN STREET
-WEST YARMOUTH, MA.
CHARON ASSOCIATES, INC.
CONSULTING ENGINEERS
,,323 NEC(( ROAD, ROCHESTER, MA 02770
.SCALE AS NOTED D%YG NO
.DATE AP2iL 23, 4966
FEB. i'. may 25,1988 rj
2£Y. Ll aO�T
It, 1966