HomeMy WebLinkAbout83-1724 - Sewage Disposal Plan1
MAP 115
LOT 96
f.
B-5 -
B
A�L
B-7
09
_Q C U S
15/LOT 91
6.26 AC '•
�'/
00)
• , LIMIT OF 1100( BUf
�,--
N 45'53'20" W
566.63"
i
i
MAP Inc
FLARED END
INV,=96,50
PROP. 12" HDPE
CULVERT
DETAIL PLAN
SCALE, 1•_20,
LOCUS PLAN
NOT TO SCALE
NOTES:
1. THE SUBJECT PROPERTY IS SHOWN AS LOT 91 ON THE TOWN OF
YARMOUTH ASSESSOR'S MAP NUMBER 115.
_ 2 WETLANDS LOCATION SHOWN HEREON ARE AS DELINEATED BY
I — RICHARD AUDET OF SITE SOLUTIONS, INC. ON SEPTEMBER 22, 2004.
3. WETLAND FLAG LOCATIONS FROM FIELD SURVEY BY PRIME
MAP 115 I __ _ .._ -
ENGINEERING, INC., LAKEVILLE, MA.
LOT 94 ' I 4. ACCORDING TO FLOOD INSURANCE RATE MAP OF YARMOUTH,
MASSACHUSETTS, COMMUNITY -PANEL NUMBER 2500015-0001D
MAP 115 MAP 115 ` THE SUBJECT SITE IS LOCATED ENTIRELY WITHIN ZONE X.
LOT 93 LOT 92 5. PROPERTY LINE INFORMATION COMPILED FROM THE FOLLOWING
PLANS:
' MAP 1 15 PLAN ENTITLED "MILGROVE ESTATES, SUBDIVISION PLAN OF LAND IN
\ YARMOUTH, MA, FOR LOUIS A. WEINER,
LOT
1 44 DATED MARCH 1965,
PREPARED BY CHARLES S. KENNEDY.
PROPERTY LANE
PLAN ENTITLED, "PLAN OF LAND IN YARMOUTH, MA, FOR GEORGE R.
ROTH," DATED FEBRUARY 1965, PREPARED BY CHARLES S. KENNEDY.
PLAN ENTITLED PLAN OF LAND IN YARMOUTH, AS SURVEYED FOR
BERYL G. HOLBROOK." DATED FEBRUARY 1956, PREPARED BY WITNEY
/\\ - _ \� y — •� _ E. BASSETT ARCHITECTS &ENGINEERS.
CC
o� � \ /_ __ _ - _ t , , �•, \: � • MAP 115
,as \ \%s� a I ; �i� LOT 146
16
.98
-too of / o/� /' , ' / / of 9 /� \ ' i ' • /
CA A-8
MAP 115
GRAvfZ / 111 A-7 10� ' LOT 1 45
1
l / IFLARED END
INV,=96.50 I \C�
1
FLARED END
INV.=97.00
ZONING: R-40
DESCRIPTION
REQUIRED
PROPOSED
MINIMUM LOT AREA DUPLEX
80,000 S.F.
272,6861 S.F.
MINIMUM UPLAND AREA DUPLEX
80,000 S.F.
147,725 S.F.
MINIMUM FRONTAGE
150
216.28
FRONT YARD
30'
360'±
SIDRD E YA
20'
34.2' + 48.5'
REAR YARD
20'
430'±
.I
4�0
1— _
\ A, 13
_-
/
A-5
MAP 175
LOT 79 /
i � A-14 f f � i Y/vv 29•x).
l
cab / A-15 N I
I,
/
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r A_3 MAP 115
A-16 LOT 90
op1
I
A-2 1
-------- /
J* A-17
1 A-1
Lu r
C)
j MAP 115 r r
LOT 80 � N� ' wEr N®`
Scale I" = 30'
LEGEND
- -69- - EXISTING CONTOURS
® PROPOSED CONTOURS
x 69.? EXISTING SPOT ELEVATION
TP /1 0 OBSERVATION HOLE LOCATION
--------- EDGE OF BITUMINOUS PAVEMENT
t= 16.5'7'
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