HomeMy WebLinkAboutDecision 4078 - Site Plan019
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COVERD cc
LOCUS
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4 EXISTING CONTOUR: — — —
PROPOSED CONTOUR: ^••..............
EXISTING SPOT ELEVATION:. 25.5
PROPOSED SPOIELEVATION: 25.5
TEST HOLE:
UTILITY POLE: '-o--
FENCE LINE: - -
HYDRANT:
RETAINING WALL:
LOCATION MAP
LOT 6
,614 SF TO TIE LINE, UPLAND = 9,702 SF)
ASSESSORS MAP: 59 PARCEL: 114
LAND COURT CASE 28410A
CURRENT ZONING: R-40
MINIMUM BUILDING SETBACKS:
FRONT: 30' SIDE: 20' REAR: 20'
MAXIMUM BUILDING COVERAGE: 25 %
EXISTING AND PROPOSED DWELLING = 1,547 SF
UPLAND LOT AREA = 9,702 SF
1,547 SF / 9,702 SF = 15.9 %
FLOOD ZONE: C
J� OB #
BVW-2
BVW-1
BVW-3
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88 1 \\
1
1 i
1 7
0
BVW-5
BVW
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I
90 —
192
93' 17.9
94'
95'l-
96-
97-
98'
i
/
/
/
/
/
100
APPROXIMATE LOCATION OF EXISTIN \ /
SEPTIC SYSTEM (AS SHOWN ON ORIGINAL — i \
101
SITE PLAN, DATED REVISED, 7-23-81).
EXISTING SYSTEM CONSISTS OF A 100
1000 GALLON SEPTIC TANK AND A �� C
4' DEEP LEACH PTT. /�4Q
99.5
BENCHMARK AT MAG NAIL, ELEVATION= 100.
�BB�L �4y p2 5'a
DW �a
toY
NEW
'"OSE
STAIRS
TEST HOLE LOGS
ENGINEER: LOW& WELLER
EXISTING 24' WITNESS: BRUCE MURPHY, R.S.
3BEDROOM GARAGE
DWELLING / DATE: 3-18-81
PERCOLATION RATE: < 2 MIN/IN
14'
EXISTING DWELLING WITH ADDITION (1,547 SF)
BVW-8
90
! j /91
,92
93
94
`_�' 95 NEW STAIRS OFF OF
96 EXISTING DECK
SIDE OF HOUSE STAIRSON
`.
b TO BE REMOVED
;-97
PROPOSED GARAGE
PROPOSED DRIVE
J•2 TO GARAGE
\ 99 98.8
p� ,1
/ t 0 P
/ 99.4 g-
co
101 10(1
'�SNOF�s
zs' THOMASJ.
McLELLAN
CIVIL
0 No. 36471
P
THOMAS McL LAN, P.E
NOTES:
TH-1
ELEV.
LOAM &
SUBSOIL
30"
CLEAN
MEDIUM
SAND
144"1 1
NO GROUND WATER ENCOUNTERED
TH-2
1. VERTICAL DATUM: ASSUMED
2. MUNICAPAL WATER IS AVAILABLE.
3. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL.
4, CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
5. WORK LIMIT LINE TO BE DOUBLE STAKED HAY BALES OR SILT FENCE.
LINE TO BE INSTALLED PRIOR TO ANY SITE WORK.
6, ALL ROOF RUN OFF TO BE DIRECTED TO DRY WELLS OR STONE TRENCHES AT DRIP LINES.
7, ALL DISTURBED AREAS ARE TO BE REVEGETATED UPON COMPLETION OF PROJECT.
RECEIVED
OCT 6 — 2006
lt40-7 a - z nolo
SITE PLAN
LOCATION:
ASH of n,,SS 6 TURTLE COVE ROAD, S. YARMOUTH, MA
9
MICHAEL c`cN PREPARED FOR:
5
1,., u- REEF REALTY
No. ;;7530
SCALE: 1" = 20' DATE:
BASS RIVER ENGINEERING
MICHAEL LADUE, P.L.S. P.O. BOX 1163, EAST DENNIS, MA 02641
508-385-3426