HomeMy WebLinkAbout07030207 Site Plan
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Note: '
This drawing is based on construction plans or r~cord
drawings, and is not based upon 0 fleld survey. The
Schneider Corporation does not warrant the accuracy or
sufficiency of this information. Contractors should verify
existing conditions prior to any construction. Any;
discrepancy found on this drawing should be reported to The
Plot Plan Legend Schneider Corporation Immediately. fonlng to do so results
I]QQ;[J Proposed Grades In the contractors assumption of 011 liability. I
000.0 Existing Grades Note I
_ 000.0- Contour Grode Th. basement _. depicted h....... has been delennlned
* Approx. Lateral Location and based on the pod grodee ond/or contours toIcen frOm the
- . - Sanitary Sewer Lines conatructlon plan. for this subdMsIon. Unl... .toted, no
_ If- St""" Sewer Unes information obout ftuctuotlng wlor tabI... soli condltlOlis, or soli
_ " _ Water ServIce Lines t_ has been pnnIded or s10ted on sold pions, this I,t Is
_ _ _ _ _ _ _ Sub-Surface Drain LInes located necr 0 body of wolor. LoI or soli oondlUon. may l'1IqUiw
. Manhole (Sanitary or St"",,) thot the bassm..t _ e1m\1on be held 2 foot obow[normd
. Beehive Inlet (Storm) pool e1_ Site InYSsIIgoUon may be needed If wter Is
II1II Curb Inlet (Storm) ..countered -g the ox<cwUon _ or If other kilown
D End Section (St"",,) wlor elm\Ion or soli. condlUon. en present In'''Ugatlon and
... Rre Hydrant any nmwdld pn>cedurws Is ot the dIacRtIon of tho bui~er to
_ 0 0 0 _ 0 0 0 _ Flow L1ne of swale delermne em take appropriate steps of octloo. If t:6I'f ground
wotor Is ..countered clJrlng .xcowUon the buld<< Is encouroged
Note: Sanitary Sewer to oontoel Th. Schneid<< CorporatIon to dlacuas posoIbI. counes
Top of Costing Information of ..lion.
Upstream Manhole, TC= 915.70
Downstream Manhole, TC=915.50
per plan.
Note: The controctor Is to moinloin 0
minimum distance of len feet (10')
between the sanitary sewer and water
line loterols.
The _ Corporatlon
8801 otlJ AftDWi
IIIItorIo Forl _
"IfU......H~, Indlaaa 48216-103"1
817-828-7100
817-11211-'/200 FAI
Izl&U>eeriDI
SurnJUlI
Lea<Jscepe-
GJS.1Jll
GeoIoc'
This Plot Plan Prepared Fer: Slwrthome Homes
Lot # 20 ,containing 15,253 SJ.:!:, in
Aberdeen Bend SubdMalon
SectIon, 1
INSlR. , 200500066134
Book , 3, Poge , 739
Hcrnlton County, Clay Towneh'"
1297D BRIKENSTOCK STREET (50' RjYf)
Carmel, IN 46032
Prepared Dote: 03/05/07: By. KAG
Community Restrictions:
Side Yord = N/A
Rear Yard = 25'
Aggregate = 30'
Zoning = 51
Silverthorne Homes
Pod Grode = 915.B per plan
Pod Grode + to' = Garage FFE (916.8)
Garage FFE + 0.5' = Residential FFE (917.3 )
Residential FFE - 10.0' = Basement FFE (907.3 )
Driveway Slope a 1.9%
Note: The garage flnlshed floor elevation Is
1.5' above the curb at the drive, per plan.
Ground Cover Calculations:
Drive = l,683Sf:!:
Public Walk = 370 SF:!:
Private Walk = 228 SF:!:
Seeding = 4,804 SF:!:
Sod = 5,833 SF:!: ,to the rear of home.
.
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NOTE: ,
SUMP PUMP(S) TO BE PLACED
BY BUILDER AS NEEDED.
LOTH 20
VB07.0069466
I
o.lan of l)lllcol Ground
Water flow pattern for
indMclJoIlot8.
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Assumed North
Scale: I' = 30'
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This drawing is not Intended to be represented os 0 retrocement or
original boundary survey, 0 route survey, or 0 Surveyor Location Report.
FLOOD HAZARD STATEMENT
The accuracy of ony flood hazard data shown on this plot plan Is subject to mop scale uncertainty
and to any other uncertainty In locotlon or elevation on the referenced flood insurance rote mop.
ALL of the within described land DOES NOT UE within that special flood hazard zone A os sold land
plots by scole on communlty-ponel # 180080 0205F of the flood insurance rote mops for Carmel, IN
(mope doted FeJb. 19, 2003).
ABB106
TC=915.70
PER PLAN