HomeMy WebLinkAbout04120020 Site Plan
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This Plot Plan Prepared For:
SO"" Thome Homes
Lat I 9, cantalnlng 23,266 5.F.:!:, In
Sedgwick
Instrument I 2002000855887
P.C. I 3, Slide I 87
SElXEllCK LANE (SO' RfW!
Prepared Date: 11/17/04 : By. SI.B
Community Restrictions:
Side Yard = 10'
Rear Yard = 20'
Aggregate = 30'
finished Floor ae_ Information
Pad Grade = 917.2 per plan
Pad Grade + to' = Garage FIT 918.2
Garage FIT + 0.5' = Residential FIT
918.7
Note : The garage finished floor elevation is
3.1' above the curt> at the drive, per plan.
Sod Calculations:
Onve = 1,597 SF:!:
Public Walk = 54J SF:!:
PrIvate Walk = 193 SF:!:
Seed = 9.574 SF:!:
Sod = 9,042 SF:!:, from rear of home.
913.7
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1912.4 1
Plot Plan leqend
[mJ Proposed Grades
000.0 ExIsting Grades
_ 000.0- Contour Grade
* Appro.. Lateral location
- . - Sanitary Sewer Unes
-ar- Storm Sewer lines
- " - Water Ser.lce lines
- - - - - - - Sub-Surface Drain lines
. Uanhole (SanHary or Storm)
. Beehive Inlet (Storm)
III Curt> Inlet (Storm) LOT# 9
D End Section (Storm)
- ......... -~ ~l swale VB04.0025988
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Aesumed North
Scale : 1- = -40'
Illo _ CoIporaIIao
BII01Ot11l_
_ Fort_
"'...-....... IDdllma 482l1-1037
317-828-7100
317-828-_ rAI
....-.
....,...
LIDdooopo --.
ms'llll
CleoIoc1
Note: Sanitary Sewer
Tap of Costing Information
Upstream Uanhole, TCa 915.80
Oownstream Uanhole, TC= 91120
per record dwg.
Nate: Builder to ensure
pasijiYO drainage away from
structure{ s}.
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187.f7'
FlOOD HAZARD STATEMENT
The accuracy of any flood hazard data shown on this plot plan is
subject to map scale uncertainty and to any other uncertainty In
location or ele_ 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 on
community-panel I lBOOBO 02D5F of the flood insurance rate
maps for Fish.... IN (maps datsd Feb. 19, 200J).
Note:
This drawin9 Is based on construction plans or record drawings.
and Is not based upon a fleld survey. The Schneider Corporation
does not wanrant the accuracy or sufficiency of this information.
Contractors should YOrlfy existing condijions prior to any
construction. Any dlscrepancy found on this drawing should be
reported to The Schneider Corporation ImmecflOtely. failing to do
so results In the controctors assumption of all liability.
Nole: Per HSE (Hcrnltan South E03tern) 'Slandards
tor Design CI1d ConslruclIon of BuDding Sewers', the
lowest elevation to hove gmIty sanllory eerW:e is to
be a minimum of one foot (11 abo.. the lowest lop
of cosliIq elevation of either the fhl upslrecrn or
downstream manhole CI1 the pubI~ ...... ejStern to
wh~ the CCI1OecIfon Is to be mode.
Oelol of !)pied Ground
_ftowp<rtlemtor
ndMduol Iota.
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