HomeMy WebLinkAbout07040092 Site Plan
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Tho Schneider CorporaUon
8901 ou. .venue
IIIJloricfort_
'",U.".pnll.. Indiana 48Z16-1037
317-828-7100
317-828-7200 fl.I
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3uneyIJl&
LandJcape -
GIS . Ill!
Geol'iY
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. Contracto," should verify
existing conditions prior to any construction. Any
discrepancy found on this drawing should be reported to The
Schneider Corporation immediately; failing to do so results
in the contractors assumption of all liability.
Plot Plan Legend
This Plot Plan Prepared For: SD'Illl1home Homes []Qii]J Proposed Grades
lot # 27 ,containing 14,000 SJ.:l:, in 000.0 Existing Grades
___ 000.0- Contour Grade
Aberdeen Bend Subdl'llslon * Approx. Lateral Location
SectIon # 1 - . - Sanitary Sewer Unes
INSlR. # 2005000661~' -If- Storm Sewer Unes
""' - " - Water Service Unes
Book # 3, Page # 739 - - - - - - - Sub-Surface Drain Unes
HamDton County, Oay Township . ~anhole (Sanitary or Storm)
12822 BIRKENSTOCK STREET (50' R /vii . Beehive Inlet (Storm)
1 "I 11III Curb Inlet (Storm)
Carmel, IN 46032 D End Section (Storm)
Prepared Date: 03/28/07: By: KAG _ . . . ... . . . _ ~~~ 'tr.~a~\ swale
LOT# 27
VB07.0071016
Detail of t)!llc. Ground
Water flow pattern for
Indlvldu. Iota
Community Restrictions:
Side Yard = N/A
Rear Yard = 25'
Aggregate = 3D'
Zoning = SI
Silverthome Homes
Pad Grade = 91S.8 per plan
Pad Grade + 1.0' = Garage m (916.6)
Garage m + 0.5' = Residential m (917.3 )
Residential m - 10.0' = Basement m (907.3 )
Orlveway Slape = 2.4~
Note: The garage finished floor elevation Is
1.7' above the curb Inlet, per plan.
Ground Cover Calculations:
Orlve = 1,S79SF:I:
Public Walk =419 SF:I:
Private Walk = 203 SF:I:
Seeding = 5,167 SF:I:
Sod = 4,607 SF:I: . to the rear of home.
Note:
The basement elewUon, depicted hereon. has been
determined and based on the pad grodes and/or
contours token from the construction plans fO( thIs
subdl\'blon. Unless stated. no information about
fluctuating water tables, soU conditions. or sol t)1)es
has been provld~ or .tatod on said plans. ThIs lot
I. located necr a body of water. Lot or soli
conditIons may require that the basement flOC(
eleYOtion be held 2 foot abo..... normal pool elevation.
Site InYeStig<rtlon may be needed if water Is
encountered during the excoYCItlon procesa or If
other known water elevation or sols condItions are
present InY8Stlgatlon and any remedial procedures Is
at the dIscretion of the buDder to determine and
take appropriate Itepl of action. If any ground water
II encountered during excavation the buDder Is
encouraged to contact The Schnelder Corporation to
discuss possible courses of action.
Note: Sanitary Sewer
Top of Casting Information
Upstream ~anhole, TC= 913.00
Downstream ~anhole, TC= 916.30
per plan.
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=~=
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Assumed North
Scale: l' = 30'
Nate: Builder to ensure
positive drainage away tram
structure{s).
Note: The contractor Is to maintain a
minimum distance of ten feet (10')
between the sanItary sewer and water
line laterals.
NOTE:
SLMP PU~P(S) TO BE PLACED
BY BUILDER AS NEEDEO.
FLOOD HAZARD STATEMENT
CERTIFICATION
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iii!t>-.. ..'~ No 0... '.A",
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I ( 50303 ) I
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REVISION #1 % ..... STATE OF ./ ~
DELETED BAY. REVISED DECK'%, <". ..... Ity ,.~ .....~ ff
SIZE. ADDED 4' TO DRIVE ~ .(.1g'.."!?.r.~",,.(',\ IS #
VB07.0071432 ~I,: SUR~ "'11#
04/04/07 . KAG 111/IiiIlI/III1I\1I\1\\\\\\
Oc- l , f-r1
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 shawn 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 sold land plots by scale an
community-panel , 180080 020SF of the flood Insurance rate maps for Carmel,
IN (maps dated Feb. 19, 2003).