HomeMy WebLinkAbout07040110 Site Plan
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Schneider
The Schneider Corporation
8901 0tiJ Avenue
Historic ,fort Harrison
lndiallapolls, IIldlana 46216-1037
317-B26-71oo
317-82B-7200 FAX
KDglneeriD&
SUneyiag
Land.scape Archlteet.ure
GIll.US
Goolo.,.
This Plot Plan Prepared For: R.H. of Indiana
Lot # 155 , containing 7,800 S.F.:!:, in
Stanford Park
Section # 2A
INSlR. # 200600014565
PC 4, Slide 42
Clay Twp, HamDton County
Sec 29, TI8N, R3E
3387 Modesto Lone (50' R/W)
Camnel, IN 46074
Prepared Date: 04/05/07: By: AMA
Proposed Bu)'lll'(s): Dong Xie
Plot PIon Legend
[QQQ]] Proposed Grades
ODO.O Existing Grades
_000.0-- Contour Grode
* Approx. Lateral Location
- I - Sanitary Sewer lines
- ,,- Storm Sewer lines
- 'oJ ~ Water Service Lines
- - - - - - - Sub..Surfoce Drain lines
. Manhole (Sanllary or Storm)
41 Beehive Inlet (Storm)
IIIlI Curb Inlet (Storm)
D End Section (Storm)
... Fire Hydrant
- 0 0 0 _ 0 0 0 - Flow Line of swole
Building Line (Bl I BSl)
- - - - - - - Easement line
Community Restrictions:
Side Yard =3' min.
Reor Yard = N/A
Aggregate = 6 (B.H.)
Note: Sanitary Sewer
Tap of Casting infarmatian
Upstream Manhole, TC=917.30 per plan
Downstream Manhole, TC=915.26 per record drawing
R.H. of Indiana
Finished Floor Elevation Information
Pad Grade = 915.9 per plan
Pad Grade + 0.7' = Garage FFt (916.6)
Garage FFE + 1.5' = Residentlai FFE (918.1)
Residenliai FFE - 9.0' = Basement FfE (909.1 )
Note:
The contractor is to maintain a minimum
distance of ten feet (10') between the
sanitry sewer and water line laterals.
Note: The garage finished floor elevation It
is 1.4' above the curb at the drive, per plan.
STR.# 729
TC-91~26
PERR!:CORO
ORA\\1
1
_o.S.E.
- bO.UU
~
Ground Cover Calculations:
Orlve = 501 SH
Public Walk =240 SFt
Private Waik = 52 SF t
Hydraseeding =3,061 SFt
Sod = 313 SH, from
Rear of residence.
Optional Sod Package
Hydraseeding =975 SFt
Add!. Sod Pkg.= 232 SH, to
Rear easement.
Nate:
This drawing is based on construction pIons 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; foiling 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 yords
ore increased on additional one foot (1') for each
one foot (f) the structure exceeds the first
twenty-five feet (25') in height.
Detail of Ground/ Storm
Water flow pattern for
individual lots.
Lot # 155
Vb07.0071425
o
~
=~=
I \ I I
'01
1 I \ '
, ,
Note: Builder to ensure
positive drainage away
from structure(s).
o
Assumed North
Scale: 1- = 30'
-
t
STR.# 736
TC=917.30
PER PLAN
.
i: ~ MODE::O _lANE
..
5' WAlK
Sidewalk to be placed
l' from property line,
4' from bock of curb,
per plan.
65.00
..
1915.31
1915.6 I
25' G.B.L
22.5' B.L
36.0'
26.Q'
*
20' D.&U.E.
22.5' Bol"\
,.=.=-,
.B.U---
I
16'
ORI",
-~
C>
C>
ci
N
9.0' 2. 25
to
T\\\) CAR 8
GARAGE . POR
SUMP 19.63
OPUMP BSMNT/
i!;
i<t CRAI\\.
<D
.0
~O en
C>
ci
N
SOD
~
STERUNG A i<t
FRM&lASY
R!:SOENCl:
40.00'
7X5
OEC!<
RE~SON #'
RE~SED
BASEMENT m
OHo-07 AMA
I
1
I~
(2ETI I;;;
.2.6 1-
.....2Pll0N~ ~ PACKAGE
15' O.E.
.7.6'
~
TYPICAL SWALE SECllON
Will
'i5,00'
65.00'
16.0'
SOD
. ~~9~':~0
PER PlAN
-=--r.
t
I
I
1
I
Note:
The basement e/evotion, depicted hereon, has
been determined and based on the pod
grades and/or contours token from t~e
construction pIons for this subdivision,1 Unless
stated, no information about f1uctuotillg water
tables. soU conditions, or soil t)pes has been
pro.,;ded or stated on :laid plans. Thisi lot ill
located necr 0 body of water. lot or ~oQ
conditiOns moy require thot the basement
floor elevation be held 2 foot above normal
pool elevation. Site investigation may be
needed if water Is encountered during the
excavotion process or if other known water
elevotlon or soils conditions ore present.
Investigation and any remedial procedures is
at the discretion of the builder to determine
and toke appropriate steps of action. If any
ground water Is encountered during excavotion
the bunderis et'lcouragedto contoctThe
SchneIder Corporation to discuss possible
courses of action.
"'
ci
'"
in
Note:
Sump pump(s) to be piaced by
builder os needed.
FLOOD HAZARD STATEMENT
CERnFICA nON
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I ( S0303 ) J
~ \ STATE OF .... fi
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~ l.ffi
55.00'
15' O.E.
1914.5 I
This drawing is not intended to be represented as a retracement or
original boundary survey, 0 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 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 020SF for City of Carmel,
Indiana (maps dated February 19. 2003).
SGNA lURE :
OAT[:
~GNA lURE REPRESENTS CONRRMA TION OF RECl:IPT Of PLOT PLAN BY CUSTOMER.