HomeMy WebLinkAbout06060077 Site Plan
This Plot Plan Prepared For:
SHyer Thome Homes
lot # 12. containing 12.744 S.F.f, In
Aberdeen Bend Subdivision
Instrument # 200500066134
P.C. # 3, Slide # 739
HAMilTON COUNTY, ClAY TO~SHIP
13048 ABEROEEN BEND (50' R/W)
Conn~, IN 46032
Prepared Date: 06/06/06 : By. KAG
Community Restrictions:
Side Yard a N/A
Rear Yard a 25'
Aggregate a 30'
Zoning a Sl
Silverthorne Hames, llC.
Finished Floor E1e",tion Inlonmatlan
Pad Grode = 915.3 per plan
Pad Grade + to' = Garage FIT (916.3)
Garage FIT + 0.5' = Resldentiol FIT (916.6)
Residential FIT - 10.0' = Basement FIT (906.a)
Nate : The garage finished floor ~e",llan Is
1.4' above the curb at the drive, per plan.
Ground Caver Calculations:
Drt.... = 1,347 SFf
Public Walk = 309 SFf
Prt",te Walk a la2 SFf
Seed = 5,225 SFf
Sod = 3,691 SFf, fram rear of hame.
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!'be ScIuIoldar CorponUon
8801 0t1I imme
_rort_
....tl.....p"~, IndIana 48216-1037
317-826-7100
$17-828-7200 r.II
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GIS -us
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Plat Plan legend
[]QQ;Q] Proposed Grades
OOD.D Existing Grades
__ 000.0-- Contour Grode
* Approx. lateral location
- . - Sanitary Sewer Lines
-IT - Storm Sewer lines
- \I - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Stann)
. Beehive Inlet (Stann)
l1li Curb Inlet (Stonm)
D End Section (Stann)
..... Fire Hydrant
- 0 . . _ . . . - Flow L1ne of swole
Note: Sanitary Sewer
Top of Casting Inlonmation
Upstream Manhole, TCa 914.50
Do.nstream Manhole, TC=917.00
per plan.
lHE UPSTREAM MH TC ElEVATION
SHAll BE NO LESS lHAN 1'-0.
aROW RESIDENTIAl F.F.E.
Note: The contractor 18 to maintain (]
minimum distance of ten feet (lD')
between the sanitary sewer and water
line laterals.
NOTE:
SUMP PUMP(S) TO BE PLACEO
BY BUILDER AS NEEDED.
Note:
This drawing is based on construction pIons or record drawings,
and is not based upon a field 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 Schneider Corporation immediately; faDing to do
50 results in the contractors assumption of all liability.
LOT # 12
VB06.0055779
Oetail of t)1)icol c;,.ound
Water flaw pattern for
Individualloh,
~
~
=a:::3,=
~
Assumed North
Scale: ,. = 30'
Note: Builder to ensure
positive drainage away from
structure(s).
M.H.# 102
TC=917.DO
PER PLAN
FLOOD HAZARD STATEMENT
CERTlFlCA TlON
,1111\\1\1111111/11/1/11/11.
#\~c. L ,,~/~
# ~"7.,""":"".~;Ph.:%
Note: ~<...~ "'G\STf:~i-" ..."..,..<:>~
Per Carmel zoning ordinance 26.1.1 ; ~~..,~o(; No O'....;O~
The residential district limits height to twenty-five ~ / . \ '%
feet (25'), ho.ever a d.elling may be Increased in heighg i 50303 i ;;;
to th01y-five feet (35') provided the side and roar )Ordog ; i "
are Increased an additional one foot (1') for each ~..... STATE OF ..... ~
one foot (1') the structure exceeds the first ~ r ..... Itv f'- ..... ~ ~
t.enty-fi.... feet (25') in height. ~ ..{4j.....!?!.f.'.~..~.,,<;S $
~/,I/, SUR~ \.~\#
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-\:l.:- l , P1i
FLOOD HAZARD STATEMENT
The accuracy of any flood hazard data sho.n on this plot plan Is
subject to mop scale uncertainty and to any other uncertainty In
locallan ar ~evotlon on the referenced flood Insurance role map.
All of the .Ithln descrtbed land DOES NOT UE .Ithin that special
flood hazard zone A as said land plots by .cole on
cammunlty-pan~ # 180080 0205F of the flood Insurance rate
mops for FIshers, IN (mop. dated Feb. 19, 2003).
~
TVPICAL SWALE SECTION