HomeMy WebLinkAbout07070229 Site Plan
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Note:
This drawing Is based on construction pions or record
drowlngs, and Is not based upon 0 field survey. The
Schneider Cafjloratlan does not warrant the accuracy or
sufficiency of this information, Contractors should verify
e,lstlng conditions prior to any construction. Any
discrepancy found on this drawing should be reported to
Plot Plan Legend The Schneider Cafjloratlon Immediately, lailing to do so
This Plot Plan Prepared For: SDYSrthome Homes ~ ~~fttf;;dG~~~~:s results In the contractors assumption of 011 liability.
Lot # 4 ,containing 14,326 S.F,:!:, in _ 000.0- Contour Grode Not.
Ab-deen Bend SubdMslon * Appro,. Lateral Location Th. basement ..votIOll, doplcted hereon, has b.en d.\ermlned and
SectJon.. , 1 - · - Sanitary Sewer Lines bosed on the pad grades and/or contours taken from th.e
_II' _ Storm Sewer Lines construction pions for this subdlvlsion. Unless stated, no
INSTR. , 200500066134 - 'w' _ Water Service Lines Information about fluctuating water tables, son condItions, Of soU
S b S 1 O. L' t)pes has been provfded or stated on said pJans. This Jot Is
Book , 3, Page , 739 - - - - - - - u - ur ace. rain lnes located near Q body of water. Lot or soU coodltlons may require
. Manhole (Sonltary or Storm) that the basement floor elevation be held 2 foot above normal
Hamnton County, Cloy Township CD Beehive Inlet (Storm) po. ..VOUOIl. Sit. In,.,\lgoUon may b. need.d If wo\er Is
3252 TANTARA BEND (SO' RjYf) IlIII Curb Inlet (Storm) encountered during the excavotion process or if other known wa\er
Cannel, IN 46032 D End Section (Storm) .'VOUOIl or eons COIldIU",. or. preeenlln,.,tigoUOIl and ony
..... Fire Hydrant remedial procedures Is at the discretion of the buUder to'
Prepared Date: 07/25/07: By: KAG - . . . - . . . - ~ow Line 01 swale d.termlne ond toke oppr,,!,rlot. .top. of OCUOIl. If ony g"und
water Is encountered during excavatlon the buDder Is encouraged
to contact The Schneider CorpOC'otlon to dIscuss possible I courses
of action.
~~
Schneider
The Schneider CorporaUon
8901 otiJ !vmue
Historic ron HaniJon
IndieDapo1le, IndieDa 46218-1037
317-626-7100
317-626-7200 FAX
Engln.orbli
Suneybg
Le1l4Jcepo Arcllltecture
OIS .lJS
OeoIogy
Community Restrictions:
Side Yard = N/A
Rear Yard = 25'
Aggregate = 30'
Zoning = SI
Note: Sanitary Sewer
Top of Costing Information
Upstreom Monhole, TC= 913.67
Downstream Manhole, TC=911.BO
per plan.
NOTE:
SUMP PUMP(S) TO BE PLACED
BY BUILDER AS NEEDED.
Silverthorne Homes
Pod Grade = 913,8 per plan
Pod Grode + 1.0' = Garage FFE (914.8 )
Garage FFE + 0.5' = Residential FFE (915.3 )
Residential FFE - 10.0' = Basement FFE (905.3 )
Driveway Slope = 6.3%
Note: The garage finished floor elevation is
2.3' above the curb at the drive, per plan.
Ground Cover Calculations:
Drive = 923 SFi
Public Walk = 393 SF i
Private Walk = 117 SFi
Seeding = 4,591 SFi
Sod = 5,197 SFi ,to the rear of home.
Note: The contractor is to maintaIn 0
minimum distance of ten feet (10')
between the sanitary sewer and water
Hne loterals.
Note: Builder to ensure positive
drainage away from structure(s).
LOT# 4
Vb07,0076794
FLOOD HAZARD STATEMENT
CERnFICA nON
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This drawing IS not rntended to be represented as Q retracement or 1~
original boundary survey, 0 route survey, or a Surveyor Location Repo~ ll'
FLOOD HAZARD STATEMENT ___ ~
The g90uraCy of any fiood hazard data shown on this pi plan is subject
map'scale uncertainty and to any other uncertainty in location or elevation on
. the referenced fiood Insurance rote map. ALL of the within described land DOES
NOT LIE within that special flood hazard zone A os said land plots by sc
community-panel # 180080 0205F of the flood insuranc or Carmel.
mops doted Feb.
_000
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Assumed North
Scale: I' = 30'
1912.001
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 pinned after the footing is poured to help ensure that the
improvements do not encroach upon such lines.