HomeMy WebLinkAbout07090107 Site Plan
The Schneider corporation ib>daeering
8901 oils Avenue 302,17111{
Historic Port Harrison landscape irchiteetee
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317-828-7100 Geology
s 317-826-7200 Fa
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im Plot Plan legend
This Plot Plan Prepared For R.H. of Indian ® Proposed Grades
Lot # 253 , containing 10,500 S.F.t, in 000.0 Existing Grades
Cla oume ?ODO.o? Contour Grade
t
L
* Approx. La
eral
ocation
Section 1 3 o - Sanitary Sewer Lines
IHSTR. 1200400080247 - ar- Storm Sewer Lines
-
P.C. J 3, Slide # 533 - - v - Water Service Lines
- - - - - Sub-Surface Drain Lines
Hamilton Cant , po T
Clay top ®
® Manhole (Sanitary or Storm)
Beehive Inlet (Storm)
Sec 30, T18N 03E ® Curb Inlet (Storm)
13212 SALAMONE WAY (50'R/W) a Fe ?ant(Storm)
Carmel, IN 46074 Flow
Line
Prepared Date: 9/13/07 : By. WRW
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ine (BL / BSI)
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Proposed Buyer(s): GOVINDARAJ KALYANASAMY - - -
asemen
ne
& PADMAVATHI BALAKRISHNAN
Community Restrictions:
Side Yard = 5'
Rear Yard = 26
Aggregate = 10' (B.H.)
Zoning = S1
R.H. of Indiana
Finished Floor Elevation Information
Pad Grade = 913.9 per plan
Pad Grade + 0.7' = Garage FFE (914.6 )
Garage FFE + 1.5' = Residential FFE (916.1 )
Residential FFE - 9.0' = Basement FFE (9071
)
Note : The garage finished floor elevation
is 2.0' above the curb at the drive, per plan.
Ground Cover Calculations:
Drive = 790 SFf
Public Walk =246 SFt
Private Walk =45 SFt
Hydroseeding =1,769 SFt
Sod =350 SYt , from
Rear of residence.
Optional Sod Package
Hydroseeding =3,000 SFt
Addl. Sod Pkg.=197 SYt, to
Rear easement.
Sidewalk to be placed
1' from property line,
4' from back of curb,
per plan.
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC=912.73
Downstream Manhole, TC=914.47
per record drawing
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-4-1-1111 .I nine
TYPICAL SWALE SECTION
Note:
The contractor is to maintain a minimum
distance of ten feet (10') between the
sanitary sewer and water line laterals.
Note: Builder to ensure positive
drainage away from structure(s).
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40.00' 913.0 12 1 .5'
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old
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52
20.
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913.4 I
S 7.3'
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.
Note
The basement elevation, depicted hereon, has been determined and
based an the pad grades and/or cantors taken Iram the construction
Plans fn this subdivision. Urdeas stated, no information obout
fluctuating water looks, mg conditions, or soi types has been
prodded or staled an mid plans. This lot Is located near o body of
wale. Lot or wall conditions may require that the basement floor
elervutim be held 2 fool above normal pod elevation. She investigation
may be needed 8 water Is encountered during the excavation process
or if other known water elevation or soils conditions we present
InvatlgaUon and my remedial procedures Is at the discretion of the
builder to determine and take appropriate steps of action. If any
ground water is encountered during excavation the buider is
encouraged to contact The Schmider Corporation to dis um, possible
crasse of action.
Note Sump pump(s) to be
placed by builder as needed.
Lot # 253
V.b # 07.0079378
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0
Assumed North
Scale : 1' = 30'
Note: Per Carmel zoning ordinance 21 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
we increased an additional one foot (1') for each one
foot (1') the structure exceeds the first lwenlrfve feet
(25') in height.
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TO-91
73 ¢ 30
0'
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t2 PER RECORD .
co 8-g I
d DRAWNG I t yJ
9.00
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20
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* I HANDICAP
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2. T
or, i RAMPS
e 36
0, 1M v 30(
. I , ,E-EV=912.6 D-1
This crowing is not intended to be represented as c 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 repot 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 AE as said land plots by scale on flood insurance rate map #16057C 0205 F for he City of
'1111
FLOOD HAZARD STATEMENT
CERTIFICATION
STR !66
TC= 14.47 \\\\ \\\1111111111L11111111///!?//
PER REC. DWG. \\???? \\\\?.,5•TE.
O``?PS . G No. '0\
S0303
STATE OF
` OI ASP'+
:armel, Indiana dated February 15, 2003.
SIGNATURE : DATE
SIGNATURE REPRESENTS CC4gHRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER,