HomeMy WebLinkAbout06060036 Site Plan
Note:
This drawing is based on construction plans or record
drawings, and is not based upon 0 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, falling to do so
results in the contractors assumption of all liability.
ate:
eT Carmel zoning ordinance 26.1.1 :
e residential district limits height to twenty-five
eet (2S'), however a dwelling may be increased in height
o thirty-five feet (35') provided the side and reor yards
fe increased on additional one foot (1') for eoch
e foot (1') the structure exceeds the first
wenty-five feet (25') in height.
The Schneider Corporation
8901 Otis Avenue
-0 Historic fort Harrison
Indla.napolla, lndilUlll. 46216-1037
317-826-7100
317-828-7200 FAX
This Plot Plan Prepared For: R.H. of Indiana
Lot # 45 ,containing 7,833 SJ.:!:, in
Stanford Park
Section' I
INSlR. , 200500009385
P.C. I 3, Slide' 577
CERTlFlCA TE of CORRECTION
INSlR. , 200500044195
Clay Twp, HamBton County
Sec 29, TI8N, R3E .
13664 Stanford Orive
Carmel, IN 46074
Prepared Date: OS/26/06: By: AMA
Proposed Buyer(s): Monos Lokshmipothy &
Goyothiri Devi Mono
(50'R/W)
Community Restrictions:
Side Yard =3' min.
Rear Yord = N/A
Aggregate = 6 (B.H.)
R.H. of Indiana
Finished Floor Elevation Information
Pad Grade = 914.8 per plan
Pod Grode + 0.7' = Garage FFE (915.5)
Garage FFE + 1.5' = Residential FFE (917.0)
Residential FFE - 9.0' = 80sement FFE (908.0)
Note: The garoge finished floor elevation
is 1.4' above the curb ot the drive, per pion.
Ground Cover Calculations
Drive = 513 SFf
Public Walk = 244 SFf
Private Walk = 47 SFt
H)'Jraseeding = 2,B94 SF t
Sad = 309 SYt, from
Rear of residence
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~ 1.0'
d It
Note:
Sump pump(s) ta be placed by
builder as needed.
Engineering
Sumying
landscape Architecture
GIS .US
Geology
Plot Plan Legend
[]QQ]] Praposed Grades
000.0 Existing Grades
___ 000,0-- Contour Grode
* Approx, Lateral Location
- . - Sanitary Sewer Lines
- ar - Storm Sewer Lines
- 1,/ - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
o Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
IIIlI Curb Inlet (Storm)
D End Sectlan (Starm)
...... Fire H)'Jront
- 00 0 - 00 0 - Flow Line of swa!e
- - Building Line (BL / BSL)
- - - - - - - Easement Line
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC=915.20
Downstream Monhale, TC= 916.30
per plan.
Sidewalk to be placed
l' from property line,
4' from back of curb,
per plan.
Note:
The contractor is to maintain a minimum
distance of ten feet (10') between the
sanitry sewer and water line loterols,
THE UPSTREAM MH TC ELEVATION
SHALL 8E NO LESS THAN 1'-0"
BELOW RESIDENTIAL FJ.E.
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N Q
16.0' N '=>
N
Lot # 45
Vb06.0055095
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=Ji:3,=
Detoi) of Ground/ Storm
Water flow pattern for
individual lots.
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- - --
Note: Builder to ensure
positi....e drainage away
from structure(s).
,S1>
qt<'"
SJR. I 722
TC-915.20
PER PlAN
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23.57' - \
914.5 \
28,0'-- \
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2.'30'
il~ 1<21
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12.00'
~ 3
w: 0... --l
c;
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8 15' R.D.E.
i'!! ~
is 12040'
"
TC= 912.00
PER PLAN 8 15' R.D.E.
~
,--- ----
44.0' 29.33 .
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139.0,-
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Note:
The basement elevotion, depicted hereon, has been determined and
based upon the pad grades and/or contours token from the
censtructicn ?lons fer this subdivision. Unless stated, no information
about fluctuating water tables, soil conditions, or soil t}?es has been
provided or stated on said plans. It is recommended thot the basement
finished floor elevations be at least two leet (2') above the normal pool
elevation 01 any adjoining bodies of water, unless a study of facts
reveals otherwise. If during the excavation process any ground water is
witnessed, The Schneider Corporation should be notified immediately. The
basement elevation shoiJld be raised two feet (2') above the ground
water, and additional construction techniques shauld be incorporated to
alleviate future problems.
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TYPICAL SWAlE SECTION
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 wilhin that special flood hazard
zone A as said land plots by scale on flood insurance rate map #- 18057 Q205F (or City of Carmel,
Indiana (maps dated February 19, 2003),
io~t
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30.0'
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SJR. I 721
TC=915.30
PER PlAN
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Assumed North
Scale: ,. = 30'
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FLOOD HAZARD STATEMENT
CERTIFICATION
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~GNA 1\IRE :
OAIT:
~GNA1\IRE REPRESENTS CONFIRMA~ON OF RECEIPT OF PLOT PLAN BY CUSTOMER.