HomeMy WebLinkAbout05060055-Site PlanThe ~hn~da' Coq~rattsn
Indiana ~and
containing 6,600 S,F,:I:, in ~ Proposed Grades
000.0 Existing Grades
~ 1 .----000.0---"" Contodr 6,'ada
* Approx, Lateral Location
I Sanitary Sewer Lines
-----~ Storm Sewer Lines
-- ~ Water Service Unes
R~.~ - - -~ - - - Sub-Surface Drain Lines
13719 STANFORD DRIVE (50 R/W) _
Prepared Date: 05/16/05: By:, JKII I~ End S
Proposed B[lyer($): BRIAI'4 SABLE I .ak Fire Hydrant
' ' ' -- ........ Flow Ln'e of swale
Community R,estrictians: ~ Bu Iding Uno (BL / BSL)
Side Yard =3 rain ........ Easement Line
Rear Yard = N/A I
Ag. gore ate ,= 6 (B H.) '- - -
Note: Samtory Sewer
R.N. of Indiana Top of Casting Information
Finished Floor Devotion Informatio~
Pad ~rad8 = 9.57 per pton
Pad 6rode + 67 ~ ~ruge F~ (916,0)
Oarage FFE + 1,5 = ,ReSidential FF[ (917.5)
Residential FFE - 9.0 = Basement FF'E (908,5)
Note: The garage finished floor e~ewtion
s 1,6 above the curb at the drive, par p an,
Sidewalk to be pieced
1', frem property line
4, from back of curb,
per plan.
Upstream Idonhole, TO= 915,20
Downstroom Manhole, TC=915.20
per
Note: .
Per Carmel zoning ordinance 26,1.1: The residential
district limits height to twonty-flve feet (25'), hawser
o dwelling may be harassed in height to thirty-five
feet (35') provided the side and rear yards ore increased
an additional one foot (1') f~r each one foot (f') the
structure exceeds the first twenty-five feet (25') in
height.
TC~915.20
PER PLAN
Sod Calculations:
Drive = 515 SFJ:
Public Walk =194- SF:t:
Private Walk =46 SF'4-
Hydroseeding =2,427 SF:I:
Sod --222 SY:t:, from
Rear of residence,
Note:
This drawing is based on construction pions or
and is not based upon a field survey. ~he Schneide
does not warrant the accuracy or sufficiency of thi,~
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 oil liability.
Note:
The basement elevation, depicted hereon has been determined end
based upon the pad grades and/Or Contours triton from the
construction plans for this subdivision, Unless ctoted, no information
about fluctuating water tables, soil conditions cr soll t~pea hon been
provided or stated on said plans, It Is recarer%an, ded that the basement
finished floor elev%ans be at least two font (2)above the normal pool
elevation of any adjoining bodles of water; unless o study of facts
reveals othen~lse, if during the excavat~ process any ground water is
witnessed, The Schneider Corporation should be ~oti~d immediately. The
basement elevation should be relond two lest (2)above the Found
water, and additional construction
allevicte future problems;
Note: Lot # 82.
Sump pump(e) to be pieced by
b ,dar a, n.eded. VB05!0033742
Assumed North
Scale: 1' = 30'
~:00'
C WA
Flood Hazard Statement: The accuracy of any flood hazard data shown on this report ts subject to
map scale uncertainty and to any omar uncertainty in location or elevation on the referenced rio(x]
insurance rate map. ALL of [he within described land DOES NOT LIE within that special flood hazard
zone A as said land plots by scale on flood Insurance rate mad # 180081 0205F for City of Carmel,
nd~ana (maps dated February 19. 2003).
Detail of C~sund/Storm
Water flow pctten for
Indi~lual lots.
Note: BUilder to ensure
positive drainage away
fram structure{s).
FLOOD HAZARD STATEMENT
CERllFICA110N
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