HomeMy WebLinkAbout07040105 Site Plan
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This Plot Plan Prepored For. R.H. of Indiana
Lot # 140 , containing 6,600 S.F.:t, in
Stanford Park
Section I 2A
INSlR. I 200600014565
PC 4, Slide 42
Ooy Twp, HamBton County
Sec 29, TI8N, RJE
3419 Burlingame Baulevard (50'R/W)
Cannel, IN 46074
Prepared Dote: 04/04/07: By: AMA
Proposed Bu)'lll'(s):Narayonan Prabhakar n
Tbe Schneider Corporation
8901 ot.iI Avenue
Historic Fort Harriaon
Indianapolil, lD.diana 48216-1037
317-828-7100
317-828-7200 FAX
Community Restrictions:
Side Yard =3' min.
Rear Yard = N/A
Aggregate = 6 (S.H.)
R.H. of Indiana
Finished Floor Elevation Information
Pad Grade = 915.5 per plan
Pod Grode + 0.7' = Garage FFE (916.2)
Gorage FFE + 1,5' = Residential FFE (917.7)
Residential FFE - 9,0' = Basement FFE (908.7)
DRIVEWAY SlOPE = 5,0~
Note: The goroge finished floor elevation
is 1.8' above the curb at the drive, per pIon.
Ground Cover Calculations:
Drive = 513 SFf
Public Walk = 194 SF f
Private Walk = 54 SF f
Hydroseedin9 =1,893 SFf
Sod = 242 SYf, from
Reor of residence
Optional Sad Package
Hydroseeding =825 SFf
Addl. Sad Pkg.= 119 SYf, to
Reor easement.
STR. I 735
TC=915.79
PER PLAN
Sidewalk to be placed
l' from property line,
5' from bock of curb,
per pIon.
Note:
The basement elevation, depicted hereon, hos
been determined and based on the pod grades
and/or contoors token from the construction
plans for this subdMslon. Unless stated, no
information about fluctuating water tables, soH
conditions, or soD twes has been provided or
stated on sold plans. This lot Is located near 0
body of water. Lot or soH conditions may require
that the basement floor e1eYCltion be held 2 foot
above normal pool e1eYCltlon. Site investigation
may be needed if water is encountered during
the excavation process or If other known water
elevation or salls conditions ore present.
Investigation and any remedial procedures Is at
the discretion of the bunder to determine and
toke appropriate steps of octlon. If any groond
water Is encountered during excavation the
blJ~der is encouraged to contact The Schneider
Corporation to discuss possible coorses of action.
Note:
Sump pump(s) to be placed by
builder os needed.
l:niIneerin&
"'"''''''
Landacape Architecture
GIS .US
Geology
Plot Plan legend
~ Proposed Grades
000.0 Existing Grades
__ 000.0-- Contour Grade
* Approx. lateral location
- . - Sanitary Sewer lines
-" - Storm Sewer lines
- \J - Water Service lines
- - - - - - - Sub-Surface Drain lines
. Manhole (Sanitary ar Storm)
. Beehive Inlet (Storm)
11II Curb Inlet (Storm)
D End Section (Storm)
... Fire Hydront
- 0 0 0 - 0 0 0 - Flow line of swale
Building Line (Sl / BSl)
- - - - - - - Easement Line
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC= 915.80
Downstream Manhole, TC=915.79
per plan.
Note:
The contractor is to maintain 0 minimum
distance of ten feet (10') between the
sanitry sewer and water line laterals.
~
w-
~1--- -- --- - - -- ---- -
BURUNGAME BOULEVARD
30.0'
-B-B
Note:
This drawing is based on construction plans or record
drawings, and is not based upon a field survey. The
Schneider Corporation does not warront 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:
Per Carmel zoning ordinance 26.1.1
The residential district limits height to twenty-five
feet (25'), however 0 dwelling may be increased in height
to thirty-five feet (35') provided the side and rear yards
are increased on additlonal one foot (1') for each
ooe foot (1') the structure exceeds the first
twenty-five feet (25') in height.
Lot # 140
Vb07.0071188
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Detail of Groundj Storm
Water flow pattern for
individual lots.
I \ I I
1\fIII
IU\I
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I I
Assumed North
Scale: I" = 30'
Note: Builder to ensure
positive drainage away
from structure(s).
ElEV=914,4
PER PlAN
ROll CURB
---- - - - - ----- - - --- -
APRON
5' WAlK
14,6 .
36.0' 914.
10 26.D'
26,0' 16' 0' D.U.&S.S.E
ORIVE * 22.5' B,~
il3.63
I' . 5.0
;!;
~
20.36'
;;:
1\\\l CAR &
GARAGE
P 4.00
pO
4X4'
TOOP
BSMNT /
CRAv.\.
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C>
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c::i
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SU~P
PU~P
o
BRIOGEPORT A
FR~&lASY
RE~DENc[
~ 12,00'
8
soo
43.6'
915.0 I
J5.6~ -9PTION&5QQ.].PACKAGE _
15' D.E23.6'
914,8
55.00'
1914,S I
EXISTING LAKE #3
N,P. = 908.80
100 YR = 912.74
This drawing is not intended to be represented as a retrocement or
original boundary survey, a route survey, or a Surveyor location Report.
Flood Hazard Statement: The accuracy o(any flood hazard data shown on this report is subject to
map scale uncertainly 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 special 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).
STR, I 740
~TC=915'BO
PER PlAN
. .
25' G.B.l.
22,5' B,L
7.5'
<" ^^ ~I ..01'<
~
TYPICAL SWALE SECTlON
SOD
RE~~ON 11
RE~SEO
BASE~ENT FFE
OHO-07 A~A
FLOOD HAZARO STATEMENT
CERTIFICATION
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~GNA lURE :
DATE:
~GNA lURE REPRESENTS CONnR~A nON OF RECEIPT OF PLOT PLAN 8Y CUSTOMER.