HomeMy WebLinkAbout06050091 Site Plan
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Scmeider
The Schneider Corporation
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Plot Plan L8Qend
I 000.0 I P"'I'osed Grad..
000.0 Existing GnIdes
__ 000.0-- Contour Grade
* Approx. Lateral location
- . - Sanitary Sewer Liles
- ar- Storm Sewer Liles
-'tI-WoterSeriiceLines
- - - - - - - Sub-Surfoce Drain lines
. t.lonhole (Sanitary or Storm)
. 8ee11lve Inl.t (Storm)
IllD Curt> Inl.t (Storm)
D End Sectioo (Storm)
.... Fire Hydrant
- ...... - ...... - Flow Une of swole
This Plot Pion Prepared For:
~I HIlNES
Lot' 62. containing 6,020 S.F.:f:, r..
8ROOKSTONE PARK OF CAR~EL
Section 1 2
Instrument 1 200300060432
P.C. 1 3, Side 1194
HAMILTON COlJNTY, ClAY TOWNSHIP
14526 8AUl\\1N LINE (50' R/W)
Coomel, IN 46032
Prepared Oote: 04/27/06 : 8y.. KAG
Community Restrictions:
Side Yard: 3'
Rear Yard = 20'
A99regote . 6' (8.H.)
Zoning = 51
~/I Homes
Finished Floor Elevation Information
Pod Grode = 906.5 per plan
Pod Grode + 0.2' = Garage FIT (906.7)
Garage FIT + 0.5' = Residential FIT (907.2)
Residenc. FIT - 9.0' = Basement FIT (B9B.2)
Note : The garage finished floor e1evotion
is 1.3' abo\'e the ClJrb at the driye, per pion.
GROUND COVER CALCULATIONS:
Drive = 637 SF"
Public Walk =176 SF"
Privete Walk =N/A SF"
Seeding =2,367 SF"
Sod =183 SYI,
from rear of residence.
903.9
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FLOOO HAZARD STATEMENT
CERTlFICA TlON
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Note: Sanitary Sewer
Top of Costing Information
Upstream ~anhole, TC= 905.40
Downstream Manhole, TC=901.10
per plan.
Note:
The contractor is to maintain 0 minimum
distance of ten feet (10') between the
sanitry sewer and water line laterals.
906.0
100.33
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904.2
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Flood Hazard Statement The accuracy of any flood hazard doto shown
on this plot plan is subject to mop scole uncertainty and ~o any other
uncertainty in location or elevation on the referenced flood Insurance
rote mote (ARM). None of the within descrbed land lies within that
special flood hazard zone -A-, os said land plots by scote on
Community Mop Number' 18057C0206F of the flood insuronce rote
mops (n~) for Hom~too County, Indiana, Doted February 19, 2003.
Note:
This drawing is based on construction plans or record drawings, i
ond is nat bosed upon a field survey. The Schneider Corporation
does not wOlTant the accuracy or sufficiency of this information.
Contractors should verify existing conditions prior to any ,
construction. Any discrepancy found on this drawing should
be reported to The Schneider Corporation immediately, foiling
to do so results in the contractors assumption of all liability.
Note:
The basement e1evotion, depicted hereon, hos been determined
and based upon the pad grades ond/or contours token from the
construction plans for this subdivision. Unless stoted, no information
about fluctuating water tables, son conditions. or son t)pes has been
provided or stated on said pions. It is recommended that the basement
finished floor e1eYOtions be at least two feet (t). above the normal
pool elevation of any adjoining bodies of water, unless 0 study of facts
reveals otherwise. If during the excavation pr~ onygr~nd w,atef' is
witnessed, The Sc::hneider Corponition should be notified immediately.
The basement e1evotion should be raised two feet (t) above the ground
water, and additional construction techniques should be incorporated to
alleviate future problems.
Note:
Sump pump(s) to be placed by
bunder os needed.
Lot # 52
VB05.0053281
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Assumed. North ,
Scale: 1 = 30
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TC=901.10
PER PlAN
Deta. of t)llicol Storm
Water flow pattern for
individual'lots.
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Note:
Bunder to ensure positive drainage
away from struture(s).
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TYPICAl SWALE SECllON
Note:
Per Connel zoning ordinance 26.1.1 :
The residential district limits height to twenty-five
feet {25'}, however 0 dwelling may be increased in height
to thirty-five feet (35') provided the side and rear )(Irds
ore increased on additional one foot (1') for each
one foot (1') the structure exceeds the first
twenty-five feet (2S') in height.