HomeMy WebLinkAbout08010120 Site Plan(41b_
This Plot Plan Prepared For
Lot # 159 containing 7,80C
Stanford Park
Section # 2A
INSTR. # 200600014565
PC 4, Slide 42
Clay Twp. Hamilton County
Sec 29, T18N, ME
The Schoddw Corporation bona*
0901 OLIN ATOowe Smwylaj
Historic Fort Harrison kedeaape rrohlleaturs
ladlaospolld htitena 111216-1097 ® •IB
917-826-7100 Gedop
517-826-72DO FIX
R.H. of In
S.F.t, in
3457 Modesto Lane (50'RM
IN 46074
® Proposed Grades
000.0
omo- Existing Grades
C
to
r Gr
d
on
u
a
e
* Approx. Word Location
t Sanitary Sewer Lines
W - Storm Sewer Lines
w Water Service Lines
- - - - Sub-Surface Drain Lines
• Manhole (Sanitary or Storm)
Beehive Inlet (Storm)
Curb Inlet (Storm)
Note:
This drawing is based on construction 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 all liability,
Notes
Per Carmel toning 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 (357 provided the side and rear yards
are increased on additional one foot (1') for each
one fool (1) the structure exceeds the first
twenty-five feet (25') in height.
. D End Section (Storm) Note
Prepared Date: 04/05/07: By. AMA Fro H?*ont
? The basement elevatlon, depicted harem, has
Proposed Buyer(sy Meyyappon Norayanan - . , .
e ..
- Flow Line of Swale
Building Line (BL / BSL) bam determined and based on the pod
grodee and/or contain taken from the
- - - - - - - Easement Line coutmction plane for this subdivision, three
stated, no Information about fluctuating water
Community Restrictions:
Side Yard =3' min.
Note: Sanitary Sewer tables, soa conditions, or sal types has boson
provided or stated an sold plans This lot Is
Rea Yard = N/A
r
A
t
= 6 (B
H
) Nole S
Builder to ensure
Top of Casting Information
positive drainage
away
located new a body of water. Lot or Will
fl
th
t
th
t
gg
ega
e
.
. Upstream Manhole, TC=915.26 fro
structure(s)
from d
a
e
h* 2
timay b
fl
m
h
ld
f
t
b
.
Downstream Manhole, TC-916.27 or
e e
ove cannve Wri
oor
o
on
e
e
oo
a
el
R.H. of Indiana per retard drawing Site
in
pod eleIt west S M ve t stigation may lo needed
.
during the
Finished Floor Elevation Information or H or If other her
excavation process
proc krwwk water
Pad Grade = 915.0 per plan Note: elevation or sots cmd'itions an present
Pad Grade + 0.7' = Garage FFE (915.7) The contractor Is to maintop a minimum Invr:tigatiw and any remedial proaAnra Is
Garage FFE + 1.5' = Residential FFE (917.2)
'
a ilWonce of ten feet (107 between the
STR/ 729
sonitry sewer and water fine lolands at the discretion of the builder to determine
and take appropriate steps of action. It any
Residential FFE - 9.0
= Basement
(908.2) .
70915.26 ground water is encountered dud" excavation
PER RECORD the builds is ancauraged to contact The
Note : The gauge finished floor elevation DRAWNG
' Schneider Corporation to dkeane passible
is 1.5' above the orb at the drive, per pt in. o6
b'5
914
7 courses of action.
SiR.0 726 .
Ground Cover Calculations: Tt -916.27
Nye = 513 SFt PC R RECORD Lot # 159
DF WAG -------------- ------------------- ?
-•
Public Walk = 244 SFt
Private Walk -56 SF±
Hydroseading =2,541 SFt ??
Sod = 320 SYt , from 0.0
Rear of residence
Optional Sod Package
Hydroseeding =975 SFt
Addl. Sod Pkg.=174 SYt, to --
Rear easement.
MODESTO LANE 301
.0'
ROLL CURB B-8
Sidewalk to be placed 91 *_5 I I 16 l b Z). UU R
1' from property line, 36.0' 36.0' DRI%E M o,
4' from bode of curb, 260 26.0'
per plan. ' G.B.L. _ ?22 D..5deU.E.
25 _B.LI
L
G.B.
;3 ' I .s3' a
15.3' 16.0
TWO CAR w
.o I E LOT 160 0i GARAGE
MODEL STERLING C DO' 19.63'
8W1T/CRAWL
O &WGEPORT C
:9 FNAUSY
O RESIDENCE
SLW
SOD PUMP
REVISION 1 I 4000'
?
NEW HOUSE DLCK
%806.0084903 I W
123-06 SKIN
5-1 I 914.0 39.6'
- 4_2+ " _E&C&Aff_
i 15' D.E.
TYPICAL SWALE SECTION PER PUZ,r00, 65.00'
no, s13.o 55.00' 913.7
This drawing is not intended to be represented as a retracement or 15' D.E.
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 'food
insurance rate map. ALL of the within described land GOES NOT LIE within that special flood hazerc
zone A as said land plots by scale on'lood insurance rate moo # 18057 0205E for City of Carmel,
Indiana (maps dated February 19, 2003).
- 20'
Note:
Sump pump(s) to be plated by
builder as needed.
LOT Ise
NO E)OSTNG RESIDENCE
SIGNATURE : DATE
"AM REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER.
FLOOD HAZARD STATEMENT
CERTIFICATION
Vb07.0071426
0
omo
Assumed North
Scale : 1' - 30'
S0303
STATE OF