HomeMy WebLinkAbout07110025 Site PlanThe Schneider Corporation Engineering
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This Plot Plan Prepared For. R.H. of
Lot # 132 , containing 6,600 S.F.i,
Stanford Park
Section / 2A
INSTR. 111 200600014565
PC 4, Slide 42
Clay Till Hamilton County
Sec 29, T18N, R3E_
13680 SUNNYVALE LANE (50'RM
Carmel, IN 46074
Prepared Date: 10/24/07: By. WRW
Proposed Buyer(s):tASHAL TALWAR &
PUJA SINGH
Community Restrictions:
Side Yard -3' min.
Rear Yard = N/A
Aggregate = 6 (B.H.)
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC=916122
Downstream Manhole, TC=91690
per record drawing
® Proposed Grades
000.0 Existing Grades
s Oooio? Contour Grade
>Ic Approx. Lateral Location
- i - Sanitary Sewer Lines
a- Storm Sewer Lines
- v - Water Service Lines
- - - - Sub-Surface Drain Lines
49 Manhole (Sanitary or Storm)
- ®- -- - -Beehive Inlet-(Storm)
® Curb Inlet (Stone)
D End Section (Storm)
Fire Hydrant
Flow Line of swale
- Building Line (BL / BSL)
- - - - - - - Easement Line
R.H. of Indiana
Finished Floor Elevation Information
Pod Grade = 916.7 per plan
Pod Grade + 0.7' = Garage FFE (917.4)
Garage FFE + 0.5' = Residential FIFE (917.9)
M.F.P.G. = 914.8
Note : The garage finished fear elevation
is 2.1' above the curb at the drive, per plan.
Ground Cover Calculations:
Drive = 513 SFt
Public Walk =194 SFt
Private Walk =36 SFt
Hydroseeding =2,883 SFt
Sod =198 SYf , from
Rear of residence.
Optional Sod Package
Hydroseeding =825 SFf
Addl. Sod Pkg.=229 SYt, to
optional sod line
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did Y o Cr
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z if
-
c1%
w Z o
I w 45.6' -
Y 915.8
I$
Ig
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w I
120.00'
Note:
The contractor is to maintain a minimum
Sntance of ten feet (10') between the
sentry sewer and water line laterals.
Sidewalk to be placed
V from property line,
4' from back of curb,
par plan.
Note: Builder to ensure
positive drainage away
from structure(s).
34.38
Plan
Lot # 132
Vb07.0082046
0
o s
Assumed North
Scale : 1' = 30'
REV.1 N/C
MOVED SANITARY LATERAL TO FRONT
OF HOME PER OUST RED.
10/29/07 WRW
REV.2 N/C
DELETED UNKNOWN UNE IN HOUSE
PER CUSTOMER REQUEST
10/29/07 WRW
REV.3 N/C
ADJUSTED DIMENSION TO RIGHT SIDE
PER CUSTOMER REQUEST
10/29/07 WRW
J n ' s5
5.0, l I N N ;
4.OD
' '
4.00 8.38
-
32.00' m me
I ti -
I cu?
120.00 9 6.3 91
n
I Z
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ten z
Cn
9
MH / 739
TC-916.22
PER RECORD
ORAWNG
p I
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[V 71J
N N
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i,
0
I
EAST. MH 1 701
TC=916.90
PEii RECORD
DRAWING
i
3
4:I as °i Y SCOPE
TYPICAL SWAIE SECT"
This drawing is not intended to be represented cs a retrecement or
original boundory survey, a route survey, or a Surveyor Location Repo, I.
SCANNED
Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject to
reap scale uncertainty and to any other uncertainty In location or elevation an the referenced flood
insuranoe 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 p 18057 0205F for City of Carmel,
Indiana (maps dater February .9, 2003).
SIGNATURE : DATr;
SIGNATURE REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER.
Note:
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 information. 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:
Per Carmel toning ordinance 26.1.1
The residential district limits height to twenty-five
feet (25), however a dwelling may be increased it height
to thirty-five feet (35') provided the side and rear yards
are increased cn additional ore foot (1') for each
one foot (1') the structure exceeds the first
twenty-five feet (25•) in height.
FLOOD HAZARD STATEMENT
CERTIFICATION
,?YS regF
No.
S0303
STATE OF ip
1. y'1'OIANP::`QC
".., SURVF
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