HomeMy WebLinkAbout07050134 Site Plan
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This Plot Pion Prepared For.
Silver Thome Homes
Lot I 21, containing 16,091 S.F.:!:, in
Aberdeen Bend Subdivision
Instrument # 200500066134
P.C. # 3, Slide I 739
HAMILTON COUNTY, CLAY TO\\NSHIP
12956 BIRKENSTOCK STREET (50' R/W)
Cannel, IN 46032
Prepared Date: 05/15/06 : By. KAG
The _ CorporetJoo
8901 otlI 1.....
_ro:l_
Indlenepolle. Indlene ce2le-I037
817-1126-7100
811-826-'1200 f.II
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GeoIoc1
Plat Plan Legend
[]QQ]] Proposed Grades
000.0 E,lsting Grades
__000.0-- Cootour Grade
* Appro,. Lateral Location
- . - Sanitary Sewer Lines
- 8'1' - Storm Sewer Lines
- lJ - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Stonn)
CD Beehive Inlet (Stonn)
11III Curb Inlet (Stann)
D End Section (Stonn)
..... Fire Hydrant
- 0"" _ """ - Flow Line of swole
Community Restrictions:
Side Yard = N/A
Rear Yard = 25'
Aggregate = 30'
Zoning = SI
Silverthorne Homes
Pad Grade = 916.0 per plan
Pad Grade + 1.0' = Garage m (917.0)
Garage m + 0.5' = Residentiai m (917.5 )
Residential m - 10.0' = Basement m (907.5 )
Driveway Slape = 2.3:1
Nate: The garage finished floor elevation is
1.7' above the curb at the drive, per plan.
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REVISION # 1
ADD FIREPLACE AND
MOVE SANITARY
VB#06.0054867
05-22-06 MBK
REVISION #2
MOVED FIREPLACE
ADDED 2' TO REAR NOOK
VB07.0073284
05/04/07 . KAG
Nate: Sanitary Sewer
Tap of Casting Infonnation
Upstream Manhaie, TC= 915.70
Downstream Manhale, TC= 915.50
per plan.
Note: The contractor is to maintaIn 0
minimum distance of ten feet (10')
between the sanitary sewer and water
line laterals.
Ground Caver Calculations:
Orive = 1,338 SF:!:
Public Walk = 415 SFi:
Private Walk = 181 SFi:
Seed = 6,834 SF i:
~Sod = 5,580 SFi:, from rear of home.
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Nate: I'
This drawing is bosed on construction plans' or' record drawings,
and is not based upon a field survey. The Schneider Corporation
does not warrant the accuracy or sufficiency of this IMonnalian.
Contractors should verify existing conditions prior to any
construction. Any discrepancy found an this drawing should be
reported to The Schneider Corporation immediately. fa~lng to do
so results in the contractors assumption of all liability.
Nol~ I
The basement elevation, depicted hereon. has been determined and based on
the pad grades and/IX contourw taken from the construction pIOns for this
subdlvlslon. Unless stated. no information about fluctuating water tables. soD
conditions, or soU t:,pea has been provided or stated on sold piOns. ThIs lot
Is located neor a body of water. Lot or son conditions may require that the
basement floor elevation' be held 2 fool obo'ICI normal pool elevation. Site
investigation may be needed if water Is encountered during the UOO'l'Otlon
process or If other known water elevation or soBs condItions are; present
InvestIgation and any remedial procedures Is at the discretron of the buDder
to determine and toke appropriate steps at action. If any ground water Is
encountered during excavatIon the buDder Is encouraged to contact The
Schneider Corporation to discuss possible cou,",e5 of action. .
LOT # 21
V806,0054417
NOTE:
SUMP PUMP(S) TO BE PLACED
BY BUILDER AS NEEDED.
DetoD of twicel Gr~nd
Water flow pattern for
. individual lots.
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Assumed North
Scaie : ,. = 30'
Note: Bu~der to ensure
positive drainoge away from
structure(s).
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17.00'1:1 I
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915.80
14.4'
...,
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110.
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FLOOD HAZARD STATEMENT
CERTIFICATION
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NOTE: IN THE RESIDENTIAL DISTRICTS UMiTING HEIGHT
TO TWENTY-RYE (25) FEET, A D\\lliJNG MAY BE
INCREASED IN HEIGHT TO THIRTY-RYE (35) FEET
PROI1DED THE SiDE AND REAR YARDS ARE
INCREASED AN ADDiTIONAL FOOT FOR EACH FOOT
SUCH STRUCTURE EXCEEDS TWENTY-RYE (25) FEET IN
HEIGHT. PER CARMEL ZONING ORDINANCE 26.1.1.
This drawing is not intended to be represented as a retracement or
originol boundary survey, a route survey, or a Surveyor Location Report.
FLOOD HAZARD STATEMENT
The accuracy of any flood hazard data shawn on this plat plan Is subject to map scale
uncertainty and to any other uncertainty In localian or elevation on the referenced
flood insurance rate map. All of the within described land DOES NOT UE within that
special flood hazard zane A as said land plats by scale an community-panel , 18057
0205f of the flood insurance rate maps for Rshers, IN (maps dated Feb. 19, 2003).
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TYPICAL SWALE SECTlON