HomeMy WebLinkAbout05120077-Site Plan R.H. of k~lJgfla Plot Plan Le9._~'
9622 SF.:I: n ~
.--~-- 00~.0~ Contour C, rc~de
, Sen tory Sewor
~. m.~ stom~ sewer unes
~ v Water ~Ce Unes
- - - - - ~ - Sub~serfa¢e Dr°in Unes
Bash!ye In!e.t (Stbffn)
l[~ CaFe inlet (St. orrn) .
D End Section (Storm)
DJ. Fire Hydrant
~oo -- o o e -- Flow Line of swaie
~ Bui{d{ng Une (BL / BSL)
~ ..... --Easement Line
Top of C~sttng nformot~
Upstream Manhole TC= 915.90
Downstream Manhole, TC~-915~20
per plan.
Info~motion
Note
Sump pump(s) robe pla~ed by
ball,er o~ needed.
Note: The 9era~
is 1:4' above+he curb at +he drive, peri)lan,
%und Cover Colsu otonS
Pubic Wolk 946 SF+ ., ~ ~
Private Wolk ==4~ SF.~ ~.,~ .
H re ed{ ~r uock et curb,
t=605 SY+,from ' '
Note:
E1J~/=914,6
Note:
This drawing is bosed on construct{on plans or record
drawings, and {s not based upon a ttdd survey. The
Schneider Corporation dons not warrant the accuracy
sufficiency of this information~ Contractors
existing conditions prior to any ~structton, Any
disoreponcy found on this drawtng should be reported to
The Schneider Corporation ~medietol~ failing iD do so
results in the contractors assumption of all liability,
ceatcurs taken ~rern ~
~ubdi'~ton, Unleea
water ta~e~ eail ~diti~s,
pro~ ~ Stat~ ~ ~d
f~t (2)
b~a of ~t~,
o~; If~g the ~t~ ~ ~y ~nd
ra{~d two f~i (2') ~ the ~d wotm, ~d
addiN~ c~a~Cl{~
to alle~ah ~tu
Detail of G'cund/Storm
Water flaw patten for
indidduat Iota.
Note: Builder to en~ure
positive drain~je away
tom structure(s),
Vb05!0046026
A~um~t Nodh
Scale: 1' =
JLEVA{
PER PLAN
ore increased an addlticual m ~ for each
one foot (f) the structure exceeds the flint
tweaty-fi'm feet (25') in height.
FLOOD HAZARD STATEMENT
CERTIFICAllON
'////llll{ll{INIt11~.\¥w'
530'
~ D.U.&S.S.E.
TC=912.50
I0.00'
41.3'
5' R.D.E.
SINP o
PU~IP
CRAWL
KENSINGTON
FI~ & USY
RESII~NC~
40.00'
25' R.D.E.
O.U,&S,S,E
82,50'
DAlE
S{GNA]U~]{O~ OF I~(~PT?' PLOT PLAN BY CU~--'~-~~ .
T
RE'VISIOfl #1
REVISED DECK
12/12/05 AWA