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40 F --------- 7-
BENCHMARK:
FIRE HYDRANT
TAG # 453
ELV = 16.95' NGVD
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a
z
ri
2—
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A
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PROPOSE 12' WIDE GRAVEL ROAD/D IVEWAY— SEE CROSS SECTION
b
.c- ti
PROPOSED 2s
N --20' WAY
Z PROP. U.G.
N ELECTRIC CONDUITS
PROPOSED 2" WATER 00+C
MAIN (OR OTHER SIZE AS
REQ. BY RESIDENTIAL SPRINKLER
SYSTEM FOR FUTURE HOME).
ROAD PLAN VIEW
SCALE: 1 "=40'
Scale: 1 "= 40'
0 ?0 40 60 80 100 FEET
FUTURE HOUSE LOCATION
WTIH CLEARING LIMIT
D TURNING TEE— LEE/CROSS SECTION
— EXISTING CONTOUR TYP.
PROPOSED CONTO��ti
TYP.
00+� u J --
Ld� 0 5
HIGH POINT ELEV = 36.06
HIGH POINT STA = 5+60.69
PVI STA = 5+71.97
PVI ELEV = 37.56
PVI STA = 4+77.59
PVI ELEV = 32.84 A.D.= 5200 100' SIGHT DISTANCE PROVIDED
A.D. _ —3.00 3.5' EYE HEIGHT, 0.5' OBJECT HT.
K = 16.67 e�.a' vc
50.0' VC
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M
N
40 TH 1
nnrr. n /07 /Or,
THIS SECTION OFTUR AROUND TEE
IS 16 . WtDE
TH2
n ATr. A /07Z /nF
L:\05-003 Swift Yarmouth Port\dwg\05-003 Swift NAVD 88.dwg, 24x36 Site, 3/15/2022 10:39:48 AM,
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