HomeMy WebLinkAboutSite PlanN �7
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411W
500
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N750 Ok9l
5 W
Original Drive -way
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5'5311W
33. \I(JOC V11CIA
N(500 --w--- 11W VV I nc.
03'05
;70. If,
if
40
4' /
(-V-
s.
Propo!5ed house Location
kv
Well
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New Driveway
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,INLAND WETLANDS
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Combined driveway
I Separates q q,
at this point
ti/G
4�
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Modified Kip -Rap to Protect
Banks at Entrance to pipe. Exi5tin6j Inv
123.7 •1stsng Inv
12 2.7ProF05Cd Drivew4/
fill ea �iy�\
Widening Area to q/ -4/ -4/
U1 Gl
30 Deteriorated ACCM Pipe to be Accomodate I ' DriveN/ \i/
ii
ell
removed and new 36" ACCMP
pipe to be 1n5tallCd to 3 130)—
Total length of 55 Feet @ 2% maple Remove material
Re -shape Embankment
CO
V)3t C) CV Line with Modified Rip -Rap
Yard drain w124" Conc. pipe
Instal{ Haybale Check Dom
to be recon5tructed. Lu 0
(.V
Remove after Con5truction
Pipe to be replaced. • Inv 11 120.54N,,0
46
This pipe prevent5 puddling.
No rnC35urable drains area. 0)
LL' Grate el. = 124.2. Inv. = 12 1 .0
End of ex15t1nq and
A
FrOF05CCi apron
FroJ905CCi Combined
15" ACCM F I G Ft wide Driveway
Catch ba51n (Town owned
Kiqht5 to Drain}
Grate El.= 129.6 1 ... �'-,,Inv= 124.75 '(1i
Inv.= 125-75 ....
45'33,
\11r NILL RO'4D CG351
No imlgrovement5 or dl5turbance of Town C115char6je p
5
�T>
-4/
441,53 "E
�50Cl"E
00 --
Protective Grate
Concrete Block- Basin
1 "0
12 in. pipe (20 ft)
I % min 51ope
Rip Kap Plunge pool
4" Poured 51ab
Details of 3 Ft by 3ft Yard Drain Reconstruction
2" Crown
,C) 11111K -CA %-71 aVC-1
Gravel Driveway Cross-section (Not to Scale)
2" Crown ,
1.5 Inches Compacted
�t
Existing Inv
123.7-
b" rcoueo (-,ravei
Paved Apron Cross-section (Not to Scale)
3/-11 A1-1-?,Av
Inv 123.-/
Cro55-Section Along New Pipe
Not to 5cale
8.5
, 122.7
Ffxisltin�j Inv�
1212.7
Enlargement of
new pipe crossing
area (No Set 5cal e)
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U:2 i'i-g
ill
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