HomeMy WebLinkAbout07050062 Site Plan
Detail of Ground/ Storm
Water flow pattern for
individual lots.
Note: Builder to ensure
positive drainage away
from structure(s).
5.5' 3'8
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1\\ll CI
GARAGI
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Schneider
This Plot Plan Prepared For: R.H. of Indiana
Lot # 157 , contoining 6,600 S.F.:!:, in
Stanford Pork
Section # 2A
INSTR. I 200600014565
PC 4, Slide 42
Oay Twp. HomBton County
Sec 29, T18H, R3E
3433 Modesto Lane
Cannel, IN 46074
Prepored Dote: 05/03/07: By. AMA
Proposed Buyer(s): Dong Xie &
Guigui Wang
The Schneider Corporation
8901 Otis Avenue
HiBtorlc Porl Harrison
1ndJanapoI!J, Indiana 46216-1037
317-626-7100
317-626-7200 FAX
EDgIneering
3un.,mg
Land8cape Archl.t.edure
GIS.us
GeolalY
Plot Plan LeQend
(50'RfW)
~ Proposed Grades
000.0 Existing Grades
__ 000.0-- Contour Grade
* Approx. lateral location
- . - Sanitary Sewer lines
-If - Storm Sewer lines
- 'wi - Water Service lines
- - - - - - - Sub-Surface Drain lines
. Manhole (Sanitary or Storm)
G Beehive Inlet (Storm \
IlIII Curb Inlet (Storm)
D End Section (Storm)
A Fire Hy<lrant
- 0 0 0 _ 0 0 0 - Flow line of swale
Building line (BL / BSL)
- - - - - - - Easement line
Community Restrictions:
Side Yard =3' min.
Rear Yard = N(A
Aggregate = 6 (RH.)
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC= 917.30 per plan
Downstream Manhole, TC=915.26 per record drawing
R.H. of Indiana
Finished Floor Elevation Information
Pod Grode = 915.6 per plan
Pod Grode + 0.7' = Garage FFE (916.3)
Garage FFE + 1.5' = Residential m (917.8)
Residential m - 9.0' = Basement FFE (908.8)
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
is 1.5' above the curb at the drive, per plan.
SIR.' 729
TC-915.26
PER RECORD
DRAiIl
~.,.).t..
Ground Cover Calculations:
Drive = 513 SFf
Public Walk = 194 SFf
Private Walk = 52 SF f
Hy<lroseeding = 2,584 SFf
Sod = 226 SH, from
Rear of residence.
Optional Sod Package
Hy<lroseeding = 825 SF f
Add!. Sod Pkg.= 195 SH, to
Rear easement.
MODEST~ LANE
3Q.O'
B'-BI914851 ElfV=914.8 ROll RB
. PER PlAN
.
5' WAIJ(
Sidewalk to be placed
l' from property line,
4' from back of curb,
per plan.
1915.0 I
25' G.B.l.
22.5' B.l.
16'
DRIVE *
55 0 915.3
38.0'
26.0'
~
o
SUMP
i!l PUMP
'Ii
BSlINT/
CRAiIl. i!l
STERUNG A ;:Ii
FRll&MSY
RE~DENCE
40.00'
'0
o
o
N
'0
o
o
N
Tx5
DEa<
~
T'tPICAL SWALE SECTION
I9i4.6l 426'
Ilill:!A~A __
15 R.D.E.
TC=913.00
PER PlAN55.00
1913.0 I
47.6'
'"
,..;
a;
n'
65.00'
913.7
15' D.E.
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 0205F for City of Carmel,
Indiana (maps dated February 19, 2003).
SIGNATURE :
DATE:
~GNA TURE REPRESENTS CONARMA ~ON or REC8PT or PLOT PlAN BY CUSTOlIER.
MODE
/mlliJ
38.0'
26.0'
4.00'
::l
;;j
JltnQ!:!;\~
I!
Note:
This drawing is based on coostruction 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 aU liability.
Note:
Per Carmel zoning ordinance 26. t.l :
The residential district limits height to twent~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 additional one foot (1') for each
one foot (1') the structure exceeds the first
twenty-five feet (25') in hei9ht.
Lot # 157
Vb07.0073086
~
~
=J01=
~
Assumed North
Scole : ,. = 3D'
:M:
l'7--{'l
I I
1
.
SIR., 738
TC=917.30
PER !UN
16'
DRIY
Note:
The baserT1Mt elevation, depk:ted hereon, has
been determined and based on the pad
grades and/Of contours taken from the
construction pions fOf this $lJbdMsion. Unless
stated. no Information about fluctuating water
tables, soil conditions, or soil t)fles has been
provided or stated on said plans. This lat is
located near a body of water. lot or saa
conditions may require that the basement
floor elevation be held 2 foot above normal
pool elevation. Site investigation may be
needed 1f water Is encountered during the
excavation process or if ather known water
elevation or solis conditions are present
Investigation and any remed1al procedures Is
at the discretion of the builder to detennine
and take appropriate steps of action. If any
ground water Is encountered during excavation
the builder Is encouraged to contact The
Schneider Corporation to discuss possible
courses of action.
14.
Note:
Sump pump(s) to be placed by
builder os needed.
FLOOD HAZARD STATEMENT
CERllFICA llON
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