HomeMy WebLinkAbout05030194-Site PlanThis drawing is based on constmctinn plans o[ record draw~gs,
does not Wo~rant the accuracy or su fici~y of this j~format~.
contractors should verify existing cendiU~s pror to any
ennstructiom k~y discrepancy ound on this drawing should be
repo~ted to The Schneider Corporot on mined ate y, foiling to do
o results in the contractors ossumptien of afl llobil[ty.
Grades
end based upon
cc~struction plans
~flformat]en ubou~
Preps'ed Date: 02/ll/05: By: SLE
Community Resb ct one:
Side Yard =
Roar Yard = 20
Aggregate =n/o'(B.H,)
·
~m~ i of facts reveats
water is
~ End Section
Fire H~drant ~
......... Row Ll~e of ewslo feet~
]dditiena( cons~ucU~
3~e future problems.
Xote: Sanitary Sewer
Top of Costing InformoUo¢
Upstream Manno~e, lC= 915,20
Downstream Manhole, lC= 912.70
LOI
per eon. VBD5.0029117
positive drayage ewey from
structure(s), Sod C~lculetiens:
F~ Note; ~mp pump(s~) to uc Drive = 864
placed by builder os needed, pubic Wolk= 926
Pdwte W~lk = 74 SF~
~ote: ~e c~tr~ct~ Is Ia ma~to~ o Sod = 1,122 SY~ ,
FLOOD HAZARD
S0503
),0~
to map scae uncertainty and to any other
~ eievot ~n on the referenced flood insurance rote
~ not lie within that specM
Community Mop Panel
FIRM) for Carmel.
2003
(25'), howe'.~r o awe)mg may be i~cr~sed in height to
thirty--five ee (~') pro~ed th~ s~ and re~ ~ds
~e ~a~s~ on addt~ ~e ~t (1) ~ eo~ ~e
I~t (1') be s~ucture exceeds tIe rest t,on ~fi~