HomeMy WebLinkAbout07060156 Site Plan
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Schneider
The Sclme!der CorporaUOD
8901 otlJ Avenue
Historic f.rlllarrlsoD
mrtlATlApntia, Indiana .a216-1037
317-826-7100
317-826-7200 fAX
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This Plot Plan Prepared For: Arbor Homes
Lot # 53 ,containing 19,338 S.F.:!:, in
The Trails at Hoyden Run Sec. 1
INSTR. # 200500069468
Cloy Twp, Hamilton County
See 20, T29N, R3E
14265 BARLOW ORIVE
Westfield, IN 46074
Prepared Date: 06/07/07: By: KAG
( 50'R/W)
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FLOOD HAZARD STATEMENT
CERnFlCA nON
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Note:
This drawIng Is based Of! construction plans or record drawIngs,
and is not based upon a field survey. The Schneider Corporation
does not warrant the accuracy or suffictency of this Informatton.
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 011 liobUlty.
Plot Plan Legend N.t~
[]QQ&J Proposed Grades The basement e1evotlon. depicted hereoo, has been determined and based
000.0 Existing Grades on the pad grades and/or contours taken from the constructIon pIons for
- 000.0-- Contour Grode this subdivision. Unless stated, no InformatIon about fluctuatIng water
* Approx. Lateral location tables. soft conditlons, or soD t)1)es has been provided or stated on soid
_ . _ Sanitary Sewer Unes plans. This lot Is located near a body of water. Lot or soD condltlons may
_ In' _ Storm Sewer Unes require that the basement floor elevation be held 2 foot aboye normal
_ IJ - Water Service Unes pool elewVon. SIte jnW18t1gatlon may be needed If water l3encountered
_ _ _ _ _ _ _ Sub-Surface Drain Unes during the eXC<lvatlon process or. If other known wa~er e1evo,tlon or soRs
. " h I (S it St) conditions are present. Investigation and any remedIal proce~ures Is at the
Man 0 e on ary or ann dlscretlon of the buRd8f to determine and toke appropriate steps of
.. Beehive Inl8(t (Storm) ) action. If any ground water Is encountered during exco'o'Otiorj the builder Is
III Curb Inlet Storm encouraged to contact The Sdlnelder Corporatlon to discuss possible
D End Section (Storm) coursos of octlon,
.... Fire H)<Iront
- " " " - " " " - Flow line of swaJe
Note: Sanitary Sewer
Top of Costing Information
Upstreom Monhole, TC= 920.84
Downstreom Manhole, TC= 920.55
per record drawing.
NOTE:
SUMP PUMP(S) TO 8E PLACED
BY BUILDER AS NEEDED.
LOT # 53
VB # 07.0075254
Note:
The contractor Is to maintain 0
minimum distonce of ten feet (10')
between the sanltry sewer and water
line laterals.
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M.H./811
TC:820.55
PER RECORD
DRA'MNG
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Assumed. North I
Scole: 1 = 30
Note: Bu~der to ensure
positive drainage away
from structure(s).
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TYPICAL SWALE SECTION
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919.
This drawing is not intended to be represented as 0 retracement or
original boundary survey, 0 route survey, or 0 Surveyor Locotion Report.
Flood Hazard statement: The accuracy of any flood hazard data shown on this report
Is SlJb ~ to map scale uncertainty and to any other uncertainty In location or
elevation on the referenced flood Insurance rote mop. ALl of the within described land
DOES NOT UE within thot ",ecld flood hozard zone A os sold land plots by seal. on
flood "sirance rat. mop, 18057C02D5F for City of Camel, Indlano (mop'doted
Februory 19, 2003).
Not~
Per COfTT1~ zoning ordlnoncs 26.1.1 : The resldentlol
district limits height to twenty-fl'lO feet (2S'), however
o dwelling moy be Increosed In hei9ht to thlrty-fl'lO
feet (35') provided the side and rear ~rds are. Increased
on odditionol one foot (1') for each one foot (1') the
structure exceeds the first twenty-fl'IO reet (25') In
height