HomeMy WebLinkAbout06070019 Site Plan
Community Restrictions:
Side Yord =3' min.
'Rear Yard = N!A
Aggregate = 6 (B.H.)
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Nate:
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 infonnation.
Contractors 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.
Note:
The basement elevation, depicted hereon, has been
detennined and based upon the pad grades and/or
contours token from the construction plans for this
subdivision. Unless stated, no information about
fluctuating woter tables, soff conditions, or soil twes has
been provided or stated on said plans. It is recommended
that the basement fmished noar elevations be at least
two feet (2') above the normal pool elevation of any
adjoining bodies of water, unless a study of facts reveals
othef"lllise. If during the ~xcavation process any ground
water is witnessed, The Schneider Corporation should be
notified immediately. The basement elevation should be
raised two feet (2') above the ground water, and
additional construction techniques should be incorporated
to alleviate future problems.
Note:
Sump p"mp(.) to be placed by
builder os needed.
The Schneider Corporation
8001 Otis Avenue
Historic Fort Harrison
Indl4D4pollt. Indl4D4 <8218-1037
317-828-7100
317-826-7200 FAX
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30.0'
B-B
R.H. of Indiana
Finished Floor Elevation Informotion
Pad Grade = 915.4 per pion
Pad Grade + 0.7' = Garage FFE (916.1 )
Garage FFE + 1.5' = Residential FFE (917.6)
Residential FFE - 9.0' = Basement FFE (90B.6)
SIR. # 727
.:C-915.50
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SIR. , 723
TC=915.20
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TYPICAL SWALE SECTION
En&ln_
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Landacape Architecture
G13 .JJS
Geology
Plot Plan Legend
[]QMJ Proposed Grades
000.0 Existing Grades
__000.0-- Contour Grade
* Approx. Lateral Location
- . - Sanitary Sewer Lines
-11'- Storm Sewer Lines
- 'wi - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Stanm)
. Beehive Inlet (Storm)
IIlII Curb Inlet (Storm)
D End Section (Storm)
..... Fire H)'Jrant
- <> <> <> - <> <> <> - Flow line of swale
Building Line (BL / BSL)
- - - - - - - Easement line
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC= 915.50
Downstream Manhole, TC=915.20
per plan.
Detoil of Ground! Storm
Water flow pattern for
[![]indi'oiduallot..
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Ground Cover Calculations
Drive = 765 SFt
Public Walk =332 SFt
Private Walk = 27 SF t
H)'Jraseeding =2,745 SFt
Sad = 280 SYt, from
Rear of residence
Note: Builder to ensure
positive drainoge away
from .tructure{.).
Note: The gorage finished floor elevation
is lA' above the curb at the drive, per plan.
Sidewalk to be placed
l' from property line,
4' from back of curb,
per plan.
Lot # 74
Vb06,0057186
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Assumed North
Scale: I" = 30'
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Note:
The contractor is to maintain 0 minimum
distance of ten feet (to') between the
sanitry sewer and water line laterals.
36.0'
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32.38' 53.6'
7.r'
41.6' 0
52.38 .....,
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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
are increased an additional one foot (1') for each
one foot (1') the structure exceeds the first
twenty-five feet (25') in height.
Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject to
map scale uncertainty and to any other uncertainty in location or elevation on the referenced flood
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).
~GNA lURE :
DAn::
~GNAlURE REPRESENI> CONnR~A]ON Of RECEIPT Of PLOT PlAN BY CUSTOMER.
FLOOD HAZARD STATEMENT
CERllFICA 1l0N
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