HomeMy WebLinkAbout06100152 Site Plan
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Schneider
This Plot Plan Prepared For: R.H. of Indiana
Lot # 40 ,containing 7,279 SF:!:, in
Stanford Park
Section' 1
INSTR. , 200500009385
P.C. , 3. Slide' sn
CERllF1CA TE of CORRECllON
INSTR. , 200500044195
Oay Twp, HamDton County
Sec"29.- T1aN. R3E
13604 Stanford Drive
Carmel. IN 46074
Prepared Date: 10/17/06 : By: AMA
Proposed Buyer(s): Amitobh Chaudhary
The Schneider Corporation
8901 QUa Avenue
Historic Fort Harrison
IndillIUlpolls, IndillIUl 46216-1037
317-626-7100
317-826-7200 FAX
Engin"""&
Surv.yIn&
Landacape Arclliteclure
GIS 'US
Geology
(50' R/W)
Community Restrictions:
Side Yard ::::3' min.
Rear Yard = N/A
Aggregate = 6 (S.H.)
R.H. of Indiana
Finished Floor Elevation Information
Pad Grade = 916.3 per plan
Pad Grade t 0.7' = Garage FFE (917.0)
Garage FFE t 1.5' = Residential FFE (918.5)
Residential FFE - 9.0' = Basement FFE (909.5)
DRIV!:WAY SLOPE = 3.0%
Note: The garage finished "oor elevation
isl.l'above the curb at the drive, per plan,
Ground Cover Calculations:
Drive = 552 SF t
Public Walk = 191 SFt
Private Walk =47 SFt
Hydroseeding = 2,587 SF t
Sod = 259 SYt, tram
Rear of residence.
Optional Sod Package
Hydraseedin9 =1.846 SFt
Addl. Sod Pkg.= 82 SYt, to
Rear easement.
).u.t<s
12.5' .s,(
_ 8.L
~-
25 G.
I
Sidewalk to be placed
7' from property line,
5' from back of curb,
per pion.
~--
60' TC:914.00
. PER PLAN
z
."
o
~: 1 SLOPE ~ "t.' SLOPE.
TYPICAL SWALE SECTION
Plot Plan Legend
1000.0 I Proposed Grades
000.0 Existing Grades
__ 000.0- Contour Grade
* Approx. Lateral Location
- . - Sanitary Sewer Lines
-11'- Storm Sewer Lines
- '" - Woter Service Lines
- - - - - - - Sub-Surface Drain Lines
o Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
IlI!I Curl> Inlet (Storm)
D End Section (Storm)
..... Fire Hydrant
_ 0 0 0 - 0 0 0 - Flow Line of swale
Building Une (SL / SSL)
- - - - - - - Easement Line
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, 1C= 916.30
Downstream Manhole, TC= 917.30
per plan.
Note:
The contractor is to maintain a minimum
distance of ten feet (10') between the
sanitry sewer and water line laterals.
~/
..
TANfORD DRI~ ..~ CU~B
50'RELEV=915.9
PER PLAN
Nate:
This drawing is based on construction plans lor record
drawings, and is not based upon 0 field survey. The
Schneider Corporation does not warrant the loccuracy or
sufficiency of this information. Contractors should verify
existing conditions prior to ony construction.! Any
discrepancy found on this drawing should bel reported to
The Schneider Corporation immediately; failinlg to do so
results in the contractors assumption of all liability.
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
are increased on additional one foot (1') for each
one foot (1') the structure exceeds the first
twenty-five feet (25') in height.
Detail of Ground/ Storm
Water flow pottern for
indi'l'iduol10ts.
Lot # 40
!-
Vb06.0063022
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D
=li0l=
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Assumed North
Scale: l' = 30'
Note: Builder to ensure
positive drainage away
from structure(s).
SIRI 720
I._II ..... TC:917.30
._ ~PER PLAN
.,..,
<d
0;
.63' S. 20.75
;i) TWO CAR
~. GARAGE
0'
o
<d
0;
r:; ~
8 POO
~
6.96' S.
8S~NT
o
SU~P
PUMP
i$
~
SITRUNG C
FR~&I<SY
RE~OENCE
,.. 12.00'
8
en
N
n
SOO ~
~
~
c.
'"
SOO
28.00'
12'XI2'
DECI<
OPTIONAl SOD PACI<AG
- - -lillJr l30' IW.E.
43.6'
""" 31$
SOO
u-
u
- 10' T.MT
62.71'
915.7
This drawing is not intended to be represented as a retracement or
original boundary survey, a route survey, or a Surveyor Location Report.
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 fate 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).
4.00'
Note:
Sump pump(s) to be placed by
builder os needed.
;:J
gj
Note:
The basement eleVCItion, depicted hereon, has been
determined and based on the pad grades and/or
contours taken from the construction plans for this
subdivision. Unless stated, no Information about
fluctuating woter tables, soil conditions, or soli twes
has been provided or stated on said plans. This lot
is located near a body of w(lter, Lot or soil
conditions may require that the basement floor
ele'<<ltion be held 2 foot abo'lt normal pool elevation.
Site Investigation may be nelXled if water is
encountered during the excovation process or if
other known water elevation or so~s conditions ore
present. Investigation and ony remedial procedures is
at the discretion of the bu~def to determine and
take appropriate steps of action. If ony ground water
is encountered during excavation the bunder is
encouraged to contact The Schneider Corporation ta
discuss possible courses of action.
12
r
30' F
FLOOD HAZARD STATEMENT
CERTlFICA TlON
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SIGNAT\JRE,
DATE,
SIGNA T\JRE REPRESENTS CONFIRM A nON OF RECEIPT or PLOT PLAN 8Y CUSTO~ER.