HomeMy WebLinkAbout07050071 Site Plan
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This Plot Pion Prepared for: R.H. of Indiono
Lot # 133 , containing 7,800 S.F.:!:, in
Stonford Pork
Sect/on' 2A
IHSTR. # 200600014565
PC 4, Slide 42
Coy Twp, HomDton County
See 29, T18H, R3E
13722 Sunnyvale Lane (50'R/W)
Carmel, IN 46074
Prepared Date: 05/03/07: By: AMA
Proposed Bu)'el'(s): Matthew & Laura
Giordano
The ScJmeider Corporation
8901 otilI Avenue
Historic fort Harrison
Indlanapoill, Indlana 4a216-[037
317-626-7100
317-626-7200 FAX
Ell&Ineerlni
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Landlcape Architecture
GIS . lIS
Geo[ogy
Plot Plan Legend
[QQ[Q] Proposed Grades
DOO.a Existing Grades
__ 000.0-- Contour Grode
* Approx. Loteral Location
- . - Sanitary Sewer lines
- Sf - Storm Sewer Lines
- 'J - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sonitary Of Storm)
. Beehive Inlet (Storm)
11III Curb Inlet (Storm)
D End Section (Storm)
A. Fire Hydrant
- 0 0 0 _ 0 0 0 - Flow Line of swale
Building Line (BL / BSL)
- - - - - - - Easement Line
Community Restrictions:
Side Yard =3' min.
Reor Yard = N/A
Aggregate = 6 (S.H.)
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC= 916.30 per plan
Downstream Manhole, TC=916.90 per record drawing
R.H. of Indiana
Finished Floor Elevation Information
Pad Grode = 915.9 per plan
Pad Grode + 0.7' = Garage FFE (916.6)
Garage FFE + 1.5' = Residential m (918.1)
Residential m - 9.0' = Basement FFE (909.1 )
Note:
The contractor is to maintain Q minimum
distance of ten feet (10') between the
sonitry sewer and water line laterals.
Note: The garage finished floor elevation
is 1.5' above the curb at the drive, per pIon.
----------~H
1
15' R.O.E.
120.00' I 915.5 I
16.0'
5' R.D.E.
----- ---
47.6' 8
,..., ..;- 25.33 0"
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wOClc-.l "-"-
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--.J0'l1l '0 35.6'
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I.; 34.38'
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0
19.04' :;l
!If 2:30'
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12.00'
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aj
915.0
Note: .
Sump pump(s) to be placed b~
builder as needed.
120.00'
....
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Note:
The basement elevation, depicted hereon, has been determined and
bosed on the pad grades and/or contOUrrl taken from the
construction plans for t.t!b 3UbdjYJsioo. Unless stated. no
information about fluctuating water tables, soli coodltlons, 0( son
t~es has been provided or stated on said plans. This lot is
located near a body of water. Lot or SOIl cooditions moy require
thot the basement floor elevation be held 2 foot above normal
pool elevation. Site investigation may be needed if water Is
encountered during the excavation process or if other known water
elevation or solis conditions are presenl Investigation and any
remedial procedures Is at the dlscretlon of the buNder to
determine and toke appropriate steps of action. If any ground
water is encountered during excoVQtion the builder Is encouraged
to contact The Schneider Corporation to discuss possible courses
OfQction~j
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.~l OPe';' . ~r:i?f..
1"'1'PICAL SWALE srCllON
Ground Cover Calculations:
Drive = 513 SFf
Public Walk = 244 SFf
Private Walk = 52 SF f
Hydraseeding = 2,952 SFf
Sod = 304 SYf, from
Rear of residence.
Optional Sod Package
Hydraseeding = 975 SF f
Addl. Sod Pkg.= 220 SYf. to
Rear easement.
This drawing is not intended to be represented os 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 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 speciar 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 :
DAlE:
~GNA lURE REPRESENTS CONRR~A TION OF REC8PT OF PLOT PLAN SY CUSTOMER.
Note:
This drawing is based on construction plo~s or
record drawings, and is not bosed upon 0 I field
survey. The Schneider Corporation does not warrant
the accuracy or sufficiency of this information.
Contractors should verify existing conditions prior to
any construction. Any discrepancy faund on this
drawing should be reported to The Schneider
Corporation immediately; failing to do so results in
the contractors assumption of all liability.
Note;
Per Carmel zoning ordinance 26.1.1
The residential district limits height to twenty-five
feet (25'), however 0 dwelling moy be increased in height
to thirty-five feet (35') pro~ded the side ond rear yards
ore increased on additional one foot (1') for each
ooe foot (1') the structure exceeds the first
twenty-five feet (25') in height.
Detail of Ground! Storm
Water flow pattern for
indi~duallots.
Lot # 133
Vb07.0073091
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Note: Builder to ensure
positive drainage away
from structure(s).
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Assumed North
Scale: ,. = 30'
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1915.6 I
Sidewalk to be placed
l' from property fine,
4' from bock of curt,
per plan.
STR.' 701
TC=916.90
PER RECORD
DRAv.lNG
FLOOD HAZARD STATEMENT
CER nFICA nON
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