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Schneider
The Scbneider Corpcntion
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This Plot P1C11 Prepcnd For.lll/l Homes
Lot # 65, contoining18,040 S.F.:f:, in
Heather Knoll I
Section , 2
Instrument # 2006-00004470
PC 4 Slide 13
Coy Township, Hemlton CoUnty
SEC-20 TIBN ROJE -I,.
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2692 HEATHER KNOLL PARKWAY (70' R/'K)
Westfield, IN 46074 I
Prepared Oote: 04/03/06: By. KAG
Community Restrictions: GROUND COVER CALCULA nONS:
S'd Y d ," Drive '= 992 SH
I e or ~" ~'n: Public Walk =1,317 SFf
Rear Yard - 2? mln Private IWaik =N/A SH
A9g~OlJate = 6 RH. Seeding =9,334 SFf
Zoning - SI Sad = 792 sn
U/l Homes from frOnt of residence.
Finished Floor Elevation Information
Pad Grade = 916.7 per plan
Pad Grade + 0.2' = Garage FIT (916.9)
Garage FIT + 0.5' = Residential FIT (917.4 )
Residence FIT - 9.0' = Basement FIT (90B.4)
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Nate: Sump pump(s) to be
placed by builder as needed.
Note: The contractor is to maintain a
minimum distance of ten feet (10')
between the sanitary sewer and water
line laterals.
FLOOO HAZARD STATEMENT
CERTlFICA TlON
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Nate:
This drawing is bosed 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; foiling to do
so results in the contractors assumption of 011 liability.
VB06.0051246
LOT i 65
~
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=~=
Oetoa of
Ground/StOlm Water:
Row petteT! of an
individuollol
Plat Plan LOlJend
[]QMJ Proposed Grades
000.0 Existing Grades
__000.0- Contour Grade
* Approx. Lateral L09ation
- . - Sanitary Sewer Lines
-1R'- Storm Sewer'Lines
- 'rI - Water Service lines
- - - - - - - Sub-Surface Drain Lines
. Manhc>e (Sanitary or Storm)
. Beehive Inlet (Storm)
ill Curb Inlet (Storm)
D End Section (Stann)
... Fire Hydrant
- ...." - ...... - Flow Line of swole
- Bundlng Line (BL / BSL)
- - - - - - - Easement Une
o
Assumed North
Scale: 1. = 40'
Nate: Bunder to
ensure positive
drainage awoy
from structure(s).
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhc>e. TC=915.40
Downstream Manhole, TC=91S.67
per record drwg.
NOTE: GARAGE F.F.E. IS
PROPOSED TO BE 1.2' ABO..,
DRIVEWAY lBM.
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TC=915.67
PER RECORO
DRA\\1NG
TYPICAL SWALE SECTION
NOTE:
IN THE RESIDENTIAL DISTRICTS LIMITING
HEIGHT TO TWENTY-FIVE (25) FEET, A
DWELLING MAY BE INCREASED IN HEIGHT
TO THIRTY-FIVE (35) FEET PROVIDED
THE SIDE AND REAR YARDS ARE
INCREASED AN ADDITIONAL FOOT FOR
EACH FOOT SUCH STRUCTURE EXCEEDS
TWENTY-FIVE (25) FEET IN HEIGHT.
PER CARMEL ZONING ORDINANCE 26.1.1.
Flood Hazard Statement: The accuracy of any flood hazard dato shown on
this plot plan is subject to mop scale uncertainty and to any other
uncertainty in location or elevation on the referenced flood insurance rate
map (FIRM). None of the within described land lies within that special flood
hazard zone .A., os said land plots by scole on Community Map Ponel I
lB057C020SF of the flood insurance rate maps (FIRM) far Hamnton County,
Indiana, Dated May 19, 19B1. .
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