HomeMy WebLinkAbout06040125 Site Plan
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Schneider'
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The Schneider Corporl.UOD
ODD1 Otis Avenue
Hialoric fort. Harrison
lndianapolil. Indiana 46216-1037
317-626-7100
317-626-7200 fAX
Eu&Jneeri1J&
Surve1Wa:
Landscape Archlleclure
GIS 'US
Geology
This Plot Plan Prepared For: R.H. of Indiana
Lot # 87 ,containing 10,594 S.F.:!:, in
Stanford Park
Section' 1
INSlR, , 200500009385
P.C. , 3, Slide , sn
CERTlFlCA 1E of CORRECTION
INSlR. , 200500044195
Oay Twp, HamUton County
Sec 29, TlaN, R3E
13645 Stanford Drive
Cannel, IN 46074
Prepared Dote: 04/12/06: By: AMA
Proposed Buyer(s); Justin & Andrea
McMath
Community Restrictions:
Side Yard =3' min.
Rear Yard = N/A
Aggregate = 6 (B.H.)
(50'R/W)
R.H. 01 Indiana
finished Floor Elevation Information
Pod Grode = 915.8 per plan
Pod Grode + 0.7' = Garage FFE (916.5)
Garage FFE + 1.5' = Residential FFE (918.0)
Residential FFE - 9.0' = Basement FFE (909.0)
Note: The garage finbhed floor elevation
is 1.9' aboye the curb at the drive, per plan.
Ground Cover Calculations
Drive = 820 SF t
Public Walk = 672 SH
Private Walk = 37 SF!
H ydroseeding = 3,146 SF t
Sod = 611 SYt, from
Rear of residence
Plot Plan Legend
I 000.0 I Proposed Grades
000.0 Existing Grades
_000.0-- Contour Grade
* Approx. Lateral Location
- I - Sanitary Sewer Lines
-IT - Storm Sewer lines
- 'W - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary Of Slorm)
. Beehive Inlet (Storm)
IllII Curb Inlet (Storm)
o End Section (Storm)
..... Fire Hydrant
- 0 Q 0 - Q Q 0 - Flow Line of swale
- - Building line (BL / BSL)
- - - - - - - Easement Line
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC= 915.20
Downstream Manhole, TC=916.30
per plan.
Sidewolk to be placed
l' from property tine,
4' from bock of curb,
per pion.
Note:
This drawing is based on construction pions or record
drawings, and is not based 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 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:
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 yards
ore increased on additional one foot (1') for each
one foot (1') the structure exceeds the first
twenty-five feet (25') in height.
Deta~ of Ground/ Storm
Water now pattern for
individual lots.
Lot # 87
Vb06,0052378
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Note: Builder to ensure
positive drainage away
from structure(s).
Assumed North
Scale : 1" = 30'
lSTR. (l22
TC>915.20
PER PLAN
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PLEASE NOTE TliAr THE STRAIGHT liNE SLOPE
OF THE DRllfWA Y FROM THE GARAGE FINISHED FLOOR
ELEVATION TO THE TOP OF THE CURB AT THE CENTER
OF TIlE DRllfWA Y EXCEEDS 57. AS PROPOSED. THIS SLOPE
IS BASED ON THE REQUIRED MINIMUM GARAGE FINISHED
FLOOR ELEVATION AND THE EXISllNG TOP Of CURB ELfVAllON.
Note:
The contractor is to maintain a minimum
distance of ten feet (10') between the
sanitry sewer and water line laterols.
Note:
Sump pump(s) to be placed by
builder as needed.
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TC=9l6.30
PER PLAN
SIR., 721
'I, nr- ~l ~f.
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TYPICAL SWALE SECTION
15' R.D.E.
:;:
120.00'
/
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Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject 10
map scale uncertainly and ta 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
zolle A as said land plots by scale on tlood insurance fate map if 18057 0205F for City of Cannel,
Indiana (maps dated February 19, 2003).
Note:
The basemen\ elevation, depicted hereon,
has been determined and based upon
the pad grades and/or con lours token
from the construction plans for this
subdivisioo. Unless stated, no information
about fluctuating wate( tables, soU
t conditions. or soil twes has been
provided or stated on said plans. It Is
recommended that tne basement fmished
floor e1evalioos be at least two feet (2')
above the normal pool elevatiOll of any
adjoining bodies of water, unless 0 study
of facts reveals otherwise. If during the
excavation process any ground water is
witnessed. The Schneider CorporOtiOll
should be notified immediately. The
basement elevation should be raised two
feet (2') abolle the ground water, and
additional cOllstruction techniques should
be incorporated to alleviate future
problems.
FLOOD HAZARD STATEMENT
CERTIFICA T10N
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~GNA ruRE :
DATE:
~GNAruRE REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PlAN BY CUSTOI.l(R.