HomeMy WebLinkAbout07070082 Site Plan
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Sctvleider
The Schneidot CorporaUon
8901 otiJ Avenue,
HiJtorlc Fort Hmison
Tndlllln.p"'11., IndianA 46216-1037
317-828-7100
317-828-7200 fAI
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WldIcape Archtlocture
GIS 'US
Geology
Note:
This drawing is based on construction plans-or record
drawings, and, is not based upon (] field survey. The
Schneider Corporation does not warrant the accuracy or
sufficiency of this information. Controctors shou,id verify
existing conditions prior to any construction. My
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 e1ovoUon. depicted hereon, has been detormlned and
bosed on the pod grode3 OTId/or contours taken from the
construction pions for this subdl'lislon. UnlesS stoted, no Infonnotlon
about fluctuating water tables, soD condltlons, or soD twas hOB been
proYlded or stated on sold pions. Thla lot Is located near 0 body of
water. Lot or son conditions may require that the basement floor
elevation be held 2 foot above normal pool e1evotloo. SIte
Investigation may be needed If water is encO(Jntered during the
excavation process or If other known water elevation Cl( soDs
condItIons arr. present. Investlgot\cl\ and any remedlolprocedures 11
at the discretion of the bunder to determlne;and take appropriate
steps of action. If any ground water Is encounterectdurlng.excavatlon
the buDder Is encouraged to contact The Schneider Corporation to
discuss possible courses of action.
Plot Plan Legend
This Plot Pion Prepared For: SDverthome Homes []QQ]] Proposed Grades
Lot # 05 , conto'lning 13,000 Sf.:!:, in 000.0 Existing Grades
__ 000.0-- Contour Grade
Aberdeen Bend Subdl'lisfon * Approx. Lateral Location
SectIon 1 1 - . - Sooitary Sewer Lines
-II' - Storm Sewer Unes
INSlR. 1200500066134 _ ~ _ Water Service Lines
Book , 3, Page , 739 - - - - - - - Sub-Surface Drain Lines
HamDton Countu, Oay Township . Manhole (Sanitary or Storm)
l' . Beehive inlet (Storm)
3264 T ANT ARA BEND (SO' R/Yf) iID Curl> Inlet (Storm)
Carmel, IN 46032 D End Section (storm)
Prepqred Dote: 06/14/07: By: KAG _......... _~~~~rn~a~Lwc'e
Community Restrictions:
Side Yard = N/A
Rear Yard = 25'
Aggregate = 30'
Zoning = SI
Silverthome Homes
Pad Grade = 915.3 per plan
Pad Grode + 1.0' = Garage FFE (916.3)
Garage. FFE + 0.5' = Residential FFE (916.8 )
Residential FFE - 10.0' = Basement FFE (906.8 )
Driveway Slope = 3.9:1
Note: The garage finished floor elevation is
2.8' above the curl> at the drive, per plan.
Ground Cover Calculations:
Drive = 1,302SFf
Public Walk = 439 SF f
Private Walk = 192 SF f
Seeding = 5,119 SFf
Sod = 4,309 SFf ,to the rear of home.
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FLOOD HAZARD STATEMENT
CERTIFICATION
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhoie, TC= 917.00
Downstream Manhole, TC=913.67
per plan.
Note: The contractor Is to maintaIn a
mInimum distance of ten feet (10')
between the sanItary sewer and water
line laterals.
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This drawing is not intended to be represented os 0 retracement or
originai boundary survey, 0 route survey, or 0 Surveyor Location Report.
ABB102
TC=917.00
PER PLAN
FLOOD HAZARD STATEMENT
The accuracy of any flood hazard dolo shown on this plot plan is subject to
mop scale uncertainty and to any other uncertainty in location 0( elevation on
the referenced flood insurance rote mop. ALL of the within described iand DOES
NOT UE within that special flood hazard zone A as said land plots by scale on
community-panel # 180080 0205F of the flood Insurance rote mops fO( Carmel,
IN (moos doted Feb. 19. 2003).
LOT# 05
VB07.0075662
NOTE:
SUMP PUMP(S) 10 BE PLACED
BY BUILDER AS NEEDED.
oeton of twlcal Ground
Water flow pattern for
Indl.dua lots.
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Assumed North
Scale: I" = 3D'
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Note: Builder to ensure
positive drainage away from
structure(s).
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NOTE: MINIMAL TOLERANCE PRESENT ON TillS LOT
The home location shown hereon has minimal tolerance for placement
of said home due to its proXimity to setback lines and/or easement line
While not required, it may be advantageous that the builder have the
foundation pirmed after the footing is poured to help ensure that the
improvements do not encroach upon such lines.