HomeMy WebLinkAbout06030201 Site Plan
Note:
This drawing is based on construction pions or record drawings,
and Is not based upon 0 field survey. The Schneider CorporatIon
does not warrant the accuracy or suffICiency of this information.
Contractors should 'Ielify existing conditioos prior to any
construction. Any discrepancy found on this drawing should
b. ""orted to Th. Schneider Colporatlon inmedlatdy. f~ling
to dO $0 r....lts In tho controctors alSUmptlon of dl IlQbilty.
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Schn8ider
'l'he Schneider CorporaUon
8a01 QUa 4'NDUB
_PorI_
mM.".p"'~. fDdI.ena 462115-1037
317-ll2ll-7100
317-828-7200 'AI
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GIS'lIS
.....,.
Plot Plan logond
"'_ a.--...l ~ Prop.... Grades
This Plot nur. ........... For. Arbor Homes QOO.l Existing Gr9dos .
Lot # 30 ,contoininll12,599 S.F.t, in -000.0- Contour GrOd.
The TraDe at Ha)lder1 Run * Appro~ Latera Location
INSlR. '200500069468 =:r= ~~1.~;erLinu,';es
Cay Twp, HQIII~ton County :-:-: ~ __..: ~:~~. D~i~ Un..
See 20. l29N, RJE . MOIlh.. (Sanitary or Storm)
14227 i,ANGHAM ORI\<[ (50'R/W) , afOhl" Inl..t (~torm. )
Cormel,ln 46074 CUrb Inl.t (Storm)
. End Soction (Storm)
Prepor,d Dote: 03/23/96: Sy: SI,B ..,. ~rl ~l'Iron\
Community Restrictions: -- 0 . 0 - 0 0 0 - Row Une of sw(lle
Side Yard .3' min.
I Nato: Sanitary So."
Rear Yord 5 N A TOp of Costing Information
Aggrogat. = 6 (a.H.) Upstream Manhole, TC= 920.59
Arbor Hornu ~o'r3treorp Manhole, TC~929.05
Finished Fioor E1.votian Information p" record d.g. .
Pod Grode = 920.2 per pion
Pod Grad. + 1.0' '" l)oroq. FFE (921.2)
Garage FfE + 0.5' = Residootiol.FFE (921.7)
Residoo\IPI m - 10.0' = Bo",",oot FfE (911.7)
LOT # 30
VB06.0051 051
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ij
Assumed North
ScQI.: I" '" JO'
Note: The garage f1nIshJd -noor elevation
is 1.6' abOve the curb at the driYe. per plon.
GROUNO CO~ CAlCULA liONS:
On... = 960 SF! .
Public Walk = 368 SF!
Prlvot. Walk ~76 SFt
Sooding = 751 SF!
Sod = 284 SF!,
even with the rear of house.
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Pel REClRl
W.....
I
JO.o'
~t-i
0::: ~O'
o I PER Pl.\H
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:r:
<...?
:z:
<t:
.......J
1920.21 140.00'
~
26.0'
34.33'
'" ~n ;;:
q
'" 00' 67.3'
<=
il; ~ ,. 7.00 I
V> ~ I
,., 00' =
,..,~ 66.3' I
'"I = ~ ~115
1.67 ~ ~I';
'" .
If"
~ I~
I
I
I
I
rnrn 140.00'
iii!
'"
'"
~
[
RaJ. CURB
Detai of t)p1ca1 Storm
Water flow pattern fer
InCividuollots.
[Q]
~M..-
-~~
-- - --
Not~
6uHder to en~re PQsJUve drainage
away from .tructure(.).
1918.4 I
"0
o
~g
1917.01
100920.50
Pel REClRl
W'IllO'
I, DennJ5 L Grumpp, duty licem~ed land
SUrve)Of, Indiana /I S0303, do
hereby certify that In my opinion. If
the finished grades are constl'\Jcted
os shown, the Surface Drainage on
the sub je.ct lot, will be satisfactory
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