HomeMy WebLinkAbout07080153 Site PlanaThe n ? ?, m Sam Note:
This drawing is based on construction plans or record drawings,
®slmie Fort Hmrim 1,rAh, a AebltadM and is not based upon a field survey. The Schneider Corporation
isdieaepolb, mdleoa 48ZS-1097 ® •llv does not warrant the accuracy or sufficiency of this information.
917-629-7100 Go*u Contractors should verify existing conditions prior to any
917-82111-7200 ?u construction. Any discrepancy fond on this drawing should be
reported to The Schneider Corporation immediately, fading to do
This Plot Plan Prepared For.
R.H. of INDIANA
Lot # 111 , containing 5,400 S.F.t,
Stanford Park Sec. 28
Instrument # 200600049043
Plat Cabinet 4, Slide 126
Hamilton County, Clay Township
Sec. 29, T18N, R3E
13456 Cuppertino Lane (50' R/W)
Carmel, IN 46074
Prepared Date: OB 10/07 : By. AMA
Proposed Buyer(s): INVENTORY
Community Restrictions:
Side Yard = 3'
Rear Yard = N/A
Aggregate = 6' B.H.
Zoning = R-2, ROSO
Finished Floor Elevation Information
Pad Grade = 916.2 per plan
Pad Grade + 0.7' = Garage FFE (916.9 )
Garage FFE + 1.5 = Residential FFE ( 918.4 )
Residential FFE - 9.0' = Basement FIFE (909.4
Note ; The garage finished floor elevation
is 1.8' above the curb at the drive, per
plan.
Sidewalk to be placed
odha with property line,
5from back of curb,
per plan.
Note: Builder to ensure
positive drainage away from
structure(s).
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Plot Plan Legend so results in the contractors assumption of all liability.
® Proposed Erodes
DDDO Existing Grades Note:
?ODD.O? Contour Grade The basement elevation, depicted hereon, has been determined
* Approx. lateral location and based on the pad grades and/or contours taken from
-2- Sanitary Sewer Uses
-w- slam sewer Lines
the construction plans for this subdivision. Unless staled, no
- v - Water Service Lines information about fluctuating water tables, soft conditions, or
- - - - Sub-Surface Drab Lines spa types has been prodded or staled M said plans. This lot
0 Manhole (Sanitary a Storm) is located near a body of water. Lot or sad conditions may
BahW Wet (Slams)
curb wet (storm) require that the basement floor elevation be held 2 foot
D Fnd Section (storm) above normal pod elevation. Site Investigation may be
fk. Fire Hydraol needed if water is encountered during the excavation process
- • • • - ... - Flow Line of svele or if other known water elevation or sal conditions Orel
present. Investigation and any remedial procedures is at the
discretion of the builder to determine and take appropriate
steps of action. If any ground water Is encountered during
Note: Sanitary Sewer excavation the budder is encouraged to cantoct The Schneider
Top of Costing Information Corporation to discuss possible courses of action.
Upstream Manhole, TC=915.53
Downstream Manhole, TC=917.94
per record drawing
UPSTREAM SANITARY MH NOTE
The upstream sanitary manhole
T.C. elevation shall be no less
than one foot (1'-0') below
residential FEE
)Note: The contractor is to maintain
a minimum distance of ten feet (10')
between the sanitary sewer and
water line laterals.
Ground Cover Calculations:
Drive = 496 SFt
Public Walk -145 SF3
Private Walk =40 SF3
Hydroseed'mg -n/o SFi
Sod =322 SY± ,
entire yard.
STR. / 741
TC=917.94
PER RECORD
DRAWING
STR. 0 742
TC=915.53
PER RECORD
DRAWING
Lri
FLOOD HAZARD STATEMENT
CERTIFICATION
ZMTUK : DATE _
i
3
SlMAW PEPRIMITS COMWTlal OF RECEIPT OF ROT PLAN 8Y OMMER ?apF
Note: This drawing is not intended to be represented as o relrocement or TTPICAL SV SECTION
original boundory survey, a route survey, or a Surveyor Location Report.
Flood Hand Statement The accuracy of any flood hazard data shown on this report is subject
to map scale uncertainty and to any other uncertainly in location or elevation on the
referenced flood insurance rate map. ALL of the within described land DOES NOT UE within
that special flood hazard zone A as said land plots by scale an flood insurance rate map
/18057C 0205E for the City of Cannel, Indiana (maps doled February 19, 2003).
Note: Sump pump(s) to be
placed by builder as needed
LOT # 111
VB # 07.0078437
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50303
STATE OF
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Assumed North
Scale: 1• = 30'