HomeMy WebLinkAbout07030210 Receipts/Permits
Note: i
This drawing is based on construction plans or record
drawings, and is not based upon a field survey. Tlie
Schneider Corporation does not warrant the accuracy or
sufficiency of this information. Contractors should verify
existing conditions prior to any construction. Any i
discrepancy found on this drawing should be reported to The
Plot Plan Legend Schneider Corporation immediately, foiling to do so results
~ Proposed Grades in the contractors assumption of oli liability.
000.0 Existing Grades Nol~
__ 000.0-- Contour Grode The basement elevation, depicted hereon, h03 been determined
* Approx. Lateral Location and based an th. pod grad.. and/or conlouno loken from th.
- . - Sanitary Sewer Unes construction plans for this aubdlYlslon. Unless stated, no !
-II' - Storm Sewer Lines Information about fluctuating water tables. soU conditions, lor son
- IJ - Water Service Lines twes has been provided or stated on 1KI1d plons. This Jot Is
- - - - - - - Sub-Surface Drain Lines located necr a body of water. lot or soli condItions moy require
. Manhole (Sanitary or Storm) thaI th. bo,,",enl floor "mUon b. hold 2 1001 000... ncirmal
. B.ehive Inlet (Storm) pool oI.",Uon. Sit. In....llgotlon may b. nsedod If .oler I,
IIlII Curb inlet (Storm) encountered during th. """,tron procees or ~ other kilo!",
D .'End Section (Storm) wat.. oI.",tlon or soB. condition. a" prssenlln....tigoti"!' and
... .' Flre Hydrant any remodk1l procsdur.. " 01 th. dl""tIon of th. buDd~ to
_ 0 0 0 _ 0 0 0 _ Flow Line of swale determine and take appropriate steps of action. If any ~nd
water Is encountered during excaYCtlett the buDder Is enc~raged
to contact The Schneider Corporation to dlscues possible courses
of action.
Community Restrictions:
Side Yard = N/A
Rear Yard = 25'
Aggregate = 30'
Zoning = 51
Silverthome Homes
Pad Grade = 914.4 per plan
Pod Grade + 1.0' = Garage FFE (915.4)
Garage FFE + 0.5' = Residential FFE (915.9 )
Residential FFE - 10.0' = Basement FFE (905.9 )
Driveway Slope = 2.7"
Note: The garage finished floar ele.otion Is
2.1' above the curb at the drive, per plan.
Ground Cover Calculations:
Drive = 1,365Sf:l: /,.....~ ~
Public Waik =439 SF:l: v /~ f>>"'-.r.
Prl.ole Walk =261 SF:l: .,7. '\~~:,
Seeding = 3,548 SF:l: ~.1l-/ ~v.
Sod = 5,744 SF:l: ,to the rear of home.~
~~
Sch18ider
The SoJmeider Corporation
8901 ou. AV8II.U8
IIIwtori<:rort_
''''''l.''"pnH" Indiana 48216-1037
317-!!26-71oo
317-828-7200 r.IX
This Plot Plan Prepared For. SDverthome Homes
Lot # 1 ,containing 14,135 S.F.:I:, in
AberdeenBendSubdMslon
SectIon, 1
INSTR. , 200500066134
Book , 3. Page , 739
HamDton County, Clay T oWllsh!Jl
3263 T ANT ARA BEND (50' R/W)
Carmel, IN 46032
Prepared Date: 03/12/07: By: KAG
ABB 102
TC=917.00
PER PLAN
~
3umlillc
Lsndsceps -
GIlI.US
Gsology
Nate: Sanitary Sewer
Tap of Casting information
Upstream Manhole, TC= 917.00
Downstream Manhole, TC= 913.67
per plan.
LOT # 1
VB07.0069903
Note: The contractor Is to maintain 0
minimum distance of len feet (10')
between the sanitary sewer and water
line laterals.
o
~
=~=
o
Assumed North
Scale: I' = 30'
FLOOD HAZARD STATEMENT
CERTIFICATION
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O'-l.P1i
This drawing is not intended to be represented as a retracement or
original boundary survey, a route survey, or a Surveyor Location Report.
FLOOD HAZARD STATEMENT
The accuracy of any flood hazard data shown on this piot plan Is subject to
mop score uncertainty and to any ather uncertainty in location ar ele.otlon on
the referenced flood Insurance rate map. All of the within described land DOCS
NOT UE within that special flood hazard zone A os said land plots by scale on
community-panel # 180080 0205F of the flood insurance rate maps for Carmel,
IN (maps dated Feb. 19, 2003).
--
'-
NOTE:
SLMP PUMP(S) TO BE PLACED
BY BUILDER AS NEEDED.
o.lon of l)lllcol Ground
Water flow pattern for
Indl~duallots.
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