HomeMy WebLinkAbout06060080 Site Plan
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~~ The Schneider Corporetion
8901 OW Avenue
Hiatorlc Fort Harrison
Indianapolis, Indiana 46216-1037
317-826-7100
Schrleider 317-826-7200 FAX
This Plot Pion Prepared for: R.H. of In~iono
Lot # 80 ,containing 7,799 SJ.:t, in
Stanford Pork
Section # 1
INSTR. # 200500009385
P.C. # 3, Slide # sn
CERllFlCA TE of CORRECllON
INSTR. # 200500044195
Oay Twp, HamRton County
Sec 29, TIaN, RJE
13743 Stanford Drive
Cannel, IN 46074
Prepared Dote: 06/07/06: By: AMA
Proposed Buyer(s): Jose A Herondez
( 50' R/W)
Community Restrictions:
Side Yard =3' min.
Rear Yard::: N/A
Aggregote = 6' (S.H.)
R.H. of Indiana
Finished Floor Elevation Information
Pod Grode = 915.0 per pion
Pod Grode + 0.7' = Goroge FFE (915.7)
Garoge FFE + 1.5' = Residentiol FFE (917.2)
Residentiol FFE - g.O' = Bosemen! FFE (908.2)
Note: The garage finished floor eleyotion
is 1.9' above the curD at the drive, per plan.
Ground Cover Calculations
Drive = 513 SFt
Public Wolk = 244 SF t
Privote Wolk = 44 SF t
Hydroseeding = 2,801 SF t
Sod = 308 SH, from
Rear of residence
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SlR.' 722
TC=915.20
PER PLAN
Engineering
Surveying
Land.llcape Archileclure
GIS.US
Geology
Plot Plan Legend
[QQM] Proposed Grades
000.0 Existing Grodes
__ 000.0-- Contour Grode
* Apprax, lateral location
- I - Sanitary Sewer lines
-IT -. Storm Sewer lines
- 1,/ - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
o Manhole (Sanitory or Storm)
. Beehive Inlet (Storm)
II1II Curb Inlet (Storm)
D End Section (Storm)
..... Fire Hydron!
- 0 0 0 - 0 0 0 - Flow Line of swale
Building line (BL / BSL)
- - - - - - - Easement Line
Note; Sanitary Sewer
Top of Costing Information
Upstreom Monhole, TC= 915.20
Oownstreom Manhole, TC= 915.20
per plan,
Sidewalk to be placed
7' from property line,
5' from bock of curb,
per plan.
,
..
o
,,: 1 SLOPE: ~
:' Sl.OpE.
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 011 liability,
Note:
The basement elevation, depicted hereon, has been
determined and based upon the pad grades and/or
contours token from the construction plans for this
subdivision, Unless stated, no Information about
fluctuating water tables, soil conditions, or soij twes has
been provided or stated on 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 af water, unless a study of facts
reveals otherwise, If during the excavotian process any
ground water is witnessed, The Schneider Corporation
should be notified immediately, The basement elevation
should be raised twa feet (2') above the ground water,
and additional construction techniques should be
incorporated to alleviate future prablems.
Note:
Sump pump(s) to be ploced by
builder os needed.
Detail of Ground/ Storm
Woter tlow pattern for
individual lots.
~
-M-
-~-
- -- -
Note: Builder to ensure
positive drainage away
from structure(s).
Lot # 80
Vb06.0055757
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TYPICAL SWALE SEC110N
Note:
The contractor is to maintain a minimum
distance of ten feet (10') between the
sanitry sewer and water Hne laterals,
~
36.0'
^
120.00
15' R.O.E. l3
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2.00' 29.33'
~
26.0' ~ 19.04' ~
I 8
~ "I 915.0
N ;;;1 ;::;
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Ul P 'III ill :;:
,3:6'
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Assumed North
Scale: 1. = 30'
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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 ~\\\\\\\\I\\\I\LII/I/llflll/III/'
are increased an additional one foot (1') for each #" S . c./J '/;~
one toot (1') the structure exceeds the first .ff..:::::".~\""".."",.,./fh....~
twenty-five feel (25') in height. ff ~""~G\SNTEfT~",,,'Y.....o~
ftc--......<<- 0 O...;..o~
f (! S0303 ) I
% \. STATE OF ..... ~
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PLEASE NOTE THAT THE STRAIGHT UNE SLOPE
OF THE DRIVEWAY FROM THE GARAGE FINISHED FLOOR
ELEVATION TO THE TOP OF THE CURS AT THE CENTER
OF THE DRIVEWAY EXCEEDS 57. AS PROPOSED. THIS SLOPE
IS BASED ON THE REOUIRED MINIMUM GARAGE FINISHED
FLOOR [lEVA TION AND THE EXISTING TOP OF CURB ELEVATION.
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 nood
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 /118057 Q205F for Cily of Carmel,
Indiana (maps dated February 19, 2003).
FLOOO HAZARO STATEMENT
CERTIFICATION
~GNA lURE:
DATE:
~GNAlURE REPRESENTS CON~RMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER.