HomeMy WebLinkAbout060300128 Site Plan
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The Schneider Corporation
8901 otis Avenue
Historic Fort Harrison
lndianapolia, Indiana. 46216-1037
317-826-7100
317-826-7200 FAX
Engin..rlD& .
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Landscape Architecture
GIS 'US
Geology
c.;ly
This Plot Plan Prepared For. R.H. of Indiana
Lot # 47 ,containing 6,622 S.F.:!:, in
Stanford Par1<
Section # 1
INSTR. # 200500009385
P.C. # 3. Slide # sn
CERllACA TE of CORRECllON
INSTR. # 200500044195
Oay Twp. HamDton County
Sec 29. Tl8N. R3E
13688 Stonford Drive
Carmel. IN .f6074
Prepared Date: 03/10/06 By: AMA
Proposed Buyer(s): INVENTORY
( 50' R/W)
Community Restrictions:
Side Yard =3' min.
Rear Yard = N/A
Aggregate = 6' (8,H.)
R.H. of Indiana
Finished Floor Elevotion Information
Pod Grode = 915.5 per plan
Pod Grode + 0.7' = Garage FFE (916.2)
Garage FFE + 1.5' = Residential FFE (917.7)
Residential FFE - 9.0' = Basement FFE (908.7)
Note : The garage finished floor elevation
is 1.5' above the curb at the drive, per plan.
Ground Cover Calculations
Drive = 513 SFf
Public Walk = 194 SF f
Private Walk = 52 SF f
Hydroseedin9 = 2,348 SF f
Sod = 222 SYf, from
Rear of residence
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Sidewalk to be placed
" from property line,
4' from back of curb,
per pion.
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TYPICAL SWAL[ SECllON
Plot Plan Legend
[]QQ&J Proposed Grades
000.0 Existing Grades
__ 000.0-- Contour Grade
* Appro,. Laterai LOGotion
- . - Sanitary Sewer Lines
-IT- Storm Sewer Lines
- VI - Water Service lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Storm)
. Beehive Iniet (Storm)
IIllI Curb Inlet (Storm)
D End Section (Storm)
.... Fire Hydrant
- <> 0 <> _ <> <> <> _ Flow line of swale
Building Line (8L / BSL)
- - - - - - - Easement Line
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC= 915.20
Downstream Manhole, TC=916.30
per pion.
Detail of Ground/ Storm
Water flow pattern for
indi'viduallots.
[Q]
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Note: Builder to ensure
positive drainoge away
from structure(s).
120.40'
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120.40'
5.5'
915.
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Frood Hazard Statement: The aCClJracy of any flood hazard data shown on this report is subject 10
map scale uncertainty and to any other uncertainty in location or elevation on the referenced ffood
insurance rate map. ALL of the within described land DOES NOT LIE within that special flood hazard
zone A as said land plots by scale on flood insurance rate map # 18057 0205F for City of Carmel,
Indiana (maps dated February 19, 2003).
)l-yr:,-2'I (L
Note:
This drawing is based on construction plans or record
drawings, and is not based upon a field survey. The
SGhneider Corporation does not warrant the occurocy or
sufficiency of this information. Contractors should verify
existing conditions prior to any construction. Any
discrepancy foond on this drawing shouid be reported to
The Schneider Corporation immediately. foiling to do so
results in the contractors assumption of 011 liability.
Note:
Per Carmel zoning ordinance 26.1.1 :
The residential district limits height to twenty-five
feet (25'), however a dwelling may be increased in height
to thirty-five feet (35') provided the side and rear yards
ore increased on additional one foot (1') for each
one foot (1') the structure exceeds the first
twenty-five feet (25') in height.
Note:
The basement elevation, depicted hereon, has been
determined and based upon the pad grades and/or
cOntours taken from the construction pions for this
subdivision, Unless stated, no information about
fluctuating water tables, soil conditions, or soil twes hos
been provided or stated 00 said plans. It is recommended
that the basement finished floor elevations be at least
two feet (2') above the normal pool elevation of any
adjoining bodies of water, unless 0 study of facts
reveals otherwise. If during the excavation process any
ground water is witnessed, The Schneider Corporation
should be notified immediately. The basement e1eV<ltion
should be raised two feet (2') above the ground water,
and additional construction techniques should be
incorporated to olleviate future problems.
Note:
Sump pump(s) to be placed by
builder os needed.
Lot # 47
Vb06.0050287
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TG-915.20
PER PLAN
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Assumed North
Scale: 1- =: 30'
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915.2
26.0'
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TC-916.30
PER PlAN
FLOOD HAZARD STAITMENT
CERllFICA 1l0N
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~GNA T\JRE :
OATE:
SiGNAT\JRE REPRESENTS CON~RMATION Of RECEIPT Of PLOT PLAN 8Y CUSTO~ER,