HomeMy WebLinkAbout07060125 Site Plan
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 iriformation.
Contractors should verify existing conditions prior to any
construction. Any discrepancy found on this drawing should be
reported to The Schneider Corporation immediately. faDing to do
Plot Plan Legend so results in the contractors assumption of 011 liability.
I]2Q]] Proposed Grades
000.0 Existing Grades Note:
__ 000.0-- Contour Grode The basement elevation, depicted hereon, has been determined
S.F.:t, in * Approx. Lateral Location and based on the pod grades and/or contours token from
- . - Sanitary Sewer Lines the construction plans for this subdivision. Unless stated, no
- If - Storm Sewer Lines information about fluctuating water tables, soil conditions, or
- 'vi - Water Service Un,es . soU t)pes has been provided or stated in said plans. This lot
- - - - - - - Sub-Surface proln lines Is located neor Q body of water. lot or soil conditicins may
~ MBonhholel(Slat",(tsartY or) Storm) require that the basement noor elevation be held 2 foot
... ee Ive ne arm bioi eI t. S.t. t. t1 b
11II Curb Inlet (Storm) a ove nonma po. eva Ion. I e -,"ves Iga on may ,e
D End Section (Storm) needed If water IS encountered dunng the excavation process
(50' R/W) .... Fire Hydrant or jf other known water elevation or soil conditions are
_ ..0 _ ... _ Flow line of swole 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
excavation the builder is encouraged to contact The Schneider
Corporation to discuss possible courses of action.
120.00'
915.3 4.'
.... 72.75 0
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~ 58.75'
915.0
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The SeblleIdu CorporaUon
8901 OUI .venue
HlItoric Fort He.rrlJan
"utl..n"JIf'III11!, ln4lano. 46210-1031
317-828-7100
317-828-7200 F.lX
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SurTeyIDj
~ Arclilteclun
GIS .1lS
Geo1ocr
This Plot Plan Prepared For:
R.H. of INDIANA
Lot # 109 , containing 5,393
Stanford Park Sec. 28
Instrument # 200600049043
Plat Cabinet 4, Slide 126
Hamilton County, Clay Township
Sec. 29, T18N, R3E
13440 Cuppertlno Lane
Carmel, IN 46074
Prepared Date: 06/07/07: By: AMA
Proposed Buyer( s): Patricia Lee &
Dennis K Mason
Community Restrictions:
Side Yard = 3'
Rear Yard = N/A
Aggregate = 6' B.H.
Zoning = R-2, ROSO
Finished Floor Elevation Information
Pad Grade = 915.3 per record drawing
Pad Grade + 0.7' = Garage FIT (916.0 ) Ground Cover Calculations:
Garage FFE + 1.5' = Residential FFE (917.5) Drive = 51B sa
Residential FFE - 9.0' = Basement FFE (90B.5 ) Public Walk = 142 sa
Private Walk = 3B sa
Hydroseeding = 1,102 sa
Sod = 161 SYf, from
reor of residence
Optional Sod Package
Hydroseeding = 47 SFi
Addl. Sad Pkg.= 50 SYf. to
Rear easement.
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC= 915.53
Oownstream Manhole, TC=917.94
per record drawing
Note: The contractor is to maintain
a minimum distance of ten feet (10')
between the sanitary sewer and
water line laterals.
Note : The garage finished floor elevation
is 1.4' above the curb at the drive, per
pion.
Sidewalk to be placed
online with property line.
S' from bock of curb.
per pion.
THE UPSTREAM MH TC ELEVA 1l0N
SHALL BE NO LESS THAN 1'-0.
BELOW RESlDENllAL F.F.[
LOT # 109
VB # 07.0074072
Note: Sump pump(s) to be
placed by builder os needed.
. . . _ 914.7
... · 6' ASPHAlT PATH/ ~
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OPt;.... 4,' ~(~""',:'I\IDIA~!:""'~~
T'l'PICAL SWALr SECTION ~ IttJ ..S....U..R".~i \. ~ #
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11/1/1/1/11111111111\1111\\
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N/C REI1SiON
CORRECTEO ADDRESS
6-B-07 SKN
SIGNA lURE :
DAlE:
SJGNAlVRE RfPRESDHS COhflRt.lA11OO {f fl(CEPT {f PLOT PlJ.H BY CUSTOWER.
Note: This drawing is not intended to be represented as a retracement or
original boundary survey, 0 route survey, or a Surveyor Location Report.
Flood Hazard Statement: The accuracy of any flood hazard dolo shawn on this report is subject
to map scale uncertainty and to any other uncertainty in location or elevation on the
referenced nood insurance rate map. ALL of the within described land OOES NOT LIE within
that special flood hazard zone A as said land plots by scale on flood insurance rote map
I1B057C 0205F ror the City of Carmel, Indiana (maps dated February 19. 2003).
Ooton of t)Jlical Ground
Water flow pattern for
indiYiduallots.
[1l]
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- - - -
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Assumed North
Scale: r = 30'
Note: Builder to ensure
positive drainage away from
structure(s).
sm. I 741
TC=917.94
PER RECORD
ORAVilNG
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30.0
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FLOOD HAZARD STATEMENT
CERTIFlCA TION