HomeMy WebLinkAbout07050155 Site Plan
~~
Schneider
This Plot Plan Prepared For: R.H. of Indiana
Lot # 168 , containing 8,650 S.F.:!:, in
Stanford Pari<
Section # 2A
INSlR. # 200600014565
PC 4, Slide 42
Oay Twp, HamDton County
Sec 29, TI8N, R3E
3362 Modesto Lane
Carmel, IN -46074
Prepared Date: 05/11/07 By: AMA
Proposed Buyer(s): Shawn Christopher &
Shannon Leigh Hitchc
The Schneider Corporation
6901 Otis Avenue
Historic Fon Harrison
indianapolis, indiana la216-1037
317-626-7100
317-826-7200 FAX
Engin,orlni
Sm-v"m,
Lan@cape Architecture
GIS.US
Geology
Note: I
This drawing is based on construction plans or record
drawings, ond is not bosed upon 0 field survey. The
Schneider Corporation does not warrant the accuracy
or sufficiency of this information. Contractors should
verify existing conditions prior to any constru~tion.
Any discrepancy found on this drawing should be
reported to The Schneider Corporation immedIately;
foHing to do so results in the contractors assumption
of 011 liability.
ate:
The basement elevation, depicted hereon, has been determined
nd based on the pad grades and/or contours token from the
onstruction pions for this subdivision. Unless stated, no
nformation about fluctuating wotef tables, soil conditions, or soil
Wes has been provided or stated on said plans. This lot is
ocated near 0 body of water. lot or soU conditions may require
hot the basement floor elevatlon be held 2 foot above normal
001 elevation. Site investigation may be needed if water is
ncountered during the excavation process or if other known
ater elevotlon or sons conditions ore present Investigation and
ny remedial procedures Is at the discretion of the builder to
etermine and take appropriate steps of action. If any ground
ater Is encountered during excavotlon the bu~der Is encouraged
a contact The Schneider Corporation to discuss possible courses
faction.
[]Q[[] Proposed Grades
000.0 Existing Grades
__000.0- Contour Grode
* Approx. Lateral Location
- . - Sanitary Sewer Lines
- If - Storm Sewer Lines
- 1,/ - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
ill! Curb Inlet (Storm)
D End Section (Storm)
.... Fire HjOrant
- 0 0 0 _ 0 0 0 - Flow Line of swale
Building Line (BL / BSL)
ck- - - - - - - Easement Line
(SD'R/W)
Community Restrictions:
Side Yard =3' min.
Rear Yard = N/A
Aggregate = 6 (B.H.)
R.H. of Indiana
Finished Floor Elevation Information
Pod Grode = 917.6 per plan
Pod Grode + 0.7' = Garage FFE (918.3)
Garage FFE + 1.5' = Residential m (919.8)
Residential FFE - 9.0' = Basement FFE (910.8)
Note: The garage finished floor elevation
is o.a' above the curb at the drive, per plan.
Ground Cover Calculations:
Drive = 746 SFt
Public Walk = 916 SF t
Private Wolk =162 SFt
HjOroseeding =2,754 SFt
Sod = 453 SYf, from
Rear of residence.
Optional Sod Package
HjOroseeding =1,484 SH
Addl. Sod Pkg.= 141 SYf, to
Rear easement.
:10 ~ ~I Sl.0I'<
~
TYPICAL SWALE SECTION
FLOOD HAZARD STATEMENT
CERTIFICATION
SIR # 729
TC=91S.26
PER ASBUll T
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC= 917.30 per plan
Downstream Manhole, TC=915.26 per osbuilt
Note:
The cootractor is to maintain 0 minimum
distance of ten, feet (to') between the
sonitry sewer and water line laterals.
Plot Pion Legend
Note:
Sump pump(s) to be
placed by builder as
needed.
Lot # 168
Vb07,0073591
o
~
=l0l=
o
Detail of Ground! Storm
Water flow pattern for
indivlduallats.
Sidewalk to be placed
l' from property Une,
4' from bock of curb,
per pion.
Note: Builder to ensure
positive drainage away
from structure(s).
I
I \ /
,:0
I / \
LM.E.
rnm
rnITJ
',' G.B.L.
.5' Bol
15.9
ANE
30.0'
8-8
d
Assumed North
Scale: 1- = 30'
\1\1\\\111111111111/1///1
,,*,v,\\\. L /II//,'%
~ .;) . V, ~
~ ~ ............. :fh~~
,i$ '-'5~'" .....0'$ Te~'~....",..- A~
~ ~~."- N "..........::::::
~c--... ..'~v..- 0 0'" -A~
, f' 50303 \~ j
% " STATE OF ..... [f
~ (""" ..,~ f1
~ 4A>:IyDIA~'P-;""~--":::-:f!
'" 7/j'j> ...............("" if:
~ l/ S UR\\ \. '\ ~
~ij.ij!. .. \\\~
1////11/11111111111\\\\\\\\
~l.W(/
This drawing is not inL:d to~ b: represented os 0 retrocement or
original boundary survey, a route survey, or 0 Surveyor Location Report.
73.26
_ 10' .h.M,L _ _IJ
fO' 0.E1 ~ ~I
31.0: 32.6
Ot'nlifiACiSiiDl'"AcKAGt ~ I []IIT]
916.6 1917.4 1 ~
7'XS' '" I
DECK N
W
---l
<J::
>
>-
::z
::z
=:)
U)
SOO
3a.o'
8-8
1J;!
:>i
SlERUNG C
fRM&lASY
RE~DENCl'
<D
c:i
o
'0
o
c:i
N
8S1lNT/
CRA\\l
12.67'86.96'
PDR lliREE CAR
8 GARAG[
oJ
~
6.S'
~
.
20.38'
ll!
a
;;i
~
25' G.B.L.
\:22.5' Bol
20' D.U.&S.S.E.
26.0'
36.0'
STR.' 736
TC=917.3a
PER PlAN
52.48'
5' WALK
..
HANDICAP
<: RAMP
ROll CUR8
oo:m
~MODESTO LANE
-- ------- - -- -
, I Note:
Per Carmel zoning ordinonce 26.1.1
The residential district limits height to twenty-five I
feet (25'), however 0 dwelling may be increased in neight
to thirty-five feet (35') proYided the side and rear Yards
are increased on additional one foot (1') for each
one toot (1') the structure exceeds the first
twenty-five feet (25') In height.
,
{
"
~
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).
~GNA 7\JRE :
DAlE:
~GNA7\JRE REPRES!:NTS CONflRMA]ON Of RECEIPT Of PLOT PLAN BY CUSTOMER.