HomeMy WebLinkAbout07020110 Site Plan
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This Plot PlCll Prepared For: Slwrthome Homes
Lot # 23 ,containing 14,004 S.F.:l:, in Plot Plan Legend
Aberdeen Bend SubdMslon [:mJ Proposed Grades
SectIon, 1 _~:g- ~I~ =-
INSlR. , 200500066134 * Appro.. Lateral location
Book,3, poget 1739T ... ==:== ~~~"1.~;erUnU~es
Hamlton CoIln y. Coy ownah'l' _ " _ Water Service Unes
12928 BIRKENSTOCK STREET (SO' R/VI) - - - - - - - Sub-Surface Drain Unes
Cormel IN 46032 . Manhole (Sanitary or Storm)
.~ , . Be""'lv. Inlet (Storm)
Prepared Date: 02/08/07: By. KAG 11II Curb Inlet (Storm)
D End Section (storm)
... Fir. H~rant
_ \I. \I - \I \I 0 - Flow Une of swale
Community Restrictions:
Side Yard = N/A
Rear Yard = 25'
Aggregate = 3D'
20nlng = 51
Silverthorne Homes
Pad Grade = 917.8 per plan
Pad Grade + 1.0' = Garage FIT (918.8)
Garage FIT + 0.5' = Residential FIT (919.3 )
Residential FIT - 10.0' = Basement FIT (909.3 )
Driveway Slape = 3.1%
Nate: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC= 917,40
Downstream Manhole, TC=915.70
per plan.
Note: The contractor is 10 moinloln 0
minimum distance of len feel (10')
between the sanitary sewer and waler
line laterols.
Note : The garage finished floor elevation is
2.3' above the curb at the drive, per plan.
Ground Cover Colculatlons:
Drive = l,622Sf:!:
Public Walk =419 Sf:!:
Private Walk = 212 Sf:!:
Seeding = 5,252 Sf:!:
Sod = 4,635 Sf:!: to the rear of home.
Ii!
91 .
5.0'
4.5
140,00
~
29.0' ~~
----------------- ~
I
59.6
~~
~n
2.
t::
44.4'
I
..
1:l
::!
37.33'
-I
gj
1~0.09_____
This drawing is not Intended to be represented as a retracement or
original boundary survey, a route survey, or a Surveyor Location Report.
FLOOD HAZARD STATEMENT
The accuracy of any flood hazard data shown on this plot plan Is subject to
map scale uncertainty and to any ather uncertainty In location or elevation on
the referenced flood Insurance rate map. AlL of the within described land DOES
NOT UE within that special flood hazard zone A as said land plats by scale an
community-panel # 180080 0205f of the flood Insurance rate maps far Canmel,
IN (m..s dated fob. 19. 20001.
Note:
This drawing is based on construction plans or record
drawings, and Is not based upon a field survey. The
Schneider Corporation does not warrant the accuracy or
sufficiency of this information. Contractors should verify
existing conditions prior to any canstructlon. Any I
discrepancy found on this drawing should be reported to The
Schneider Corporation Immediately; faning to do sa .....Its
In the contractors assumption of all lIabDity. .
Note:
Th, basement e1mt1on, depicted hereon, has been detenni'lecl.. and based on
tIl. pod !1ada and/or "",,!Dull token _ the conatructIon pi.... for th~
oubclMslon. Unl... ototed. no Infwmatlon aboul 6uctuotlng water tobl... IIOiI
cond1tIan, or ... twas hoe been pI'O\1cIacl or stotod an saki plans. This lot
is locotecI nOCl' e body af water. La! or IIOiI condition. may requi'e thot the
bossm...t ftoar aewtlon be had 2 fool above narmal pool a_an. Site
In...ugatlon moy be nsaclacl n water is sn<OUI1terecl cllrlng the ......Uan
process tr If other known water e1ewtlon or sols condition. ore present
In...tlgotlon and any remecllal procecIuras is ot the cIIsc:retIon of the balder
to clatsnnlna and tok. opproprla\. steps af. action. If any lI'ound water ~
...countered cllrlng ......tIon th. IxIIk1er ~ encouruged to contool The
Schnsklor Corp<<otIon to _ possible _ of action.
NOTE:
SUMP PUMP(S) TO BE PLACED
BY BUILDER AS NEEDED.
LOT# 23
VB07.0068283
o
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~=
MH* ABSI06 0
TC=915.70 ~ssumed North
PER PLAN Scale : I' = 30'
II I
30.0' 16.0':
I
916.70
v
i
Tn
OetoR of 1)1llcal Ground
Water flow pattern for
IndMcllallote.
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LH:J
Note: Bunder to ensure
positive drainage away from
structure{s).
f-
W
W
0::::
~f-
ili!;2 (f)
~m+Q
v 0
f-
(f)
:z:
4.0' I W
PER PUN ::::.::::
0::::
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FLOOD HAZARD STATEMENT
CERllF1CA 110N
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