HomeMy WebLinkAbout07100112 Site PlanThe Schneider Corporation 1100xeriry
8701 Otis hence 901147607
Historic Pori Herrimn lendarspe Arehtleatme
(461 IdienapdM, lodiam 18216-1037 GIB • 119
317-828-7100 Geology
?p a 917-826-7200 PAX
This Plot Pies Prepared Fa MA Hanes
Lot # 69, contoining12,739 S.F.t, in
Heather Knoll
Section / 2
Instrument # 2006-00004470
PC 4 Slide 13
Clay Township. HafTalton County
SEC X Milk 803E
14233 HEATHER KNOLL PKWY ( 70' R/MQ
Westfield, IN 46074
Prepared Date: 10/01/07 : By. KAG
Community Restrictions:
Side Yard = 3' mm.
Aggregate = 6' B.H.
Zoning - Sl
M/I HOMES
Pad Grade = 917.8 per plan
Pad Grade + 0.2' = Garage FIT (91110 )
Garage FFE + 0.5' = Residential FFE (91115 )
Residential FIT - 9.0' = Basement FIFE (909.5 )
Driveway Slope = 1.9%
Note : The garage finished floor elevation
is 01 above the curb at the done, per
pies.
_
M
D
2
M 0?
X
HANDICAP
RAMP
HXP22 N
TC-911139
PER J
DIuWNC
t
N
N
Note:
This drawing is based 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 information.
Controctors should verify existing conditions prior to any
construction. Any discrepancy found on this drawing should be
reported to The Schneider Corporation immediotely, fading to do
so results in the contractors assumption of ell liability.
Plot Pion Legend
Proposed Grades
0D0.0 Existing Grades
?00D.0? Contour Grade
* Approx. Lateral Location
e - Sanitary Sewer Lines
-err- Storm Sewer Lines
- v - Water Service Lines
- - - - - - Sub-Surface Drain Lines
® Manhole (Sanitary or Storm)
® Beehive Inlet (Storm)
® Curb Inlet (Storm)
D End Section (Storm)
A Fire Hydrant
Flow Line of swale
- Budding Line (BL / BSL)
- - - - - - - Easement Line
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC=918.39
Downstream Manhole, TC=917.27
per record drwg.
Notr. The contractor is to maintain a
minimum dotance of ten feet (toy)
between the sanitary sewer and water
fine lot"&
Note: Budder to ensure positive
drainage away from structure(s).
Note:
The bmem no t elevation, depicted hereon, has been delmniwd and
based on the pad grades and/a omtoure tam from the construction
plea fa this subdivision. Unless stated, no information abml
fluctuating wale table, sod conditions a sd types has been provided
or slated on said plans This lot 4 located near a body of warts. Lot
or sad conditions may rewire that the basement Ilan devotion be held
2 foot above normal pact elevation. Site investigation may be needed if
voter is encamtered during the excavation praoees or if other known
water elevation or soils conditions ore presmt. investigation and my
remedid procedures is at the domelnn of the budder to determine and
take appropriate steps of actiom. If my grand mater is encountered
during excavutim the builder is encouraged to cmtacl The Schneider
Corporation to discuss possble oxases of action.
NOTE:
SUMP PUMP(S) TO BE PLACED L?OT/y#?p21
6?9ry?
BY BUILDER AS NEEDED. iFDwJ7?OM
GROUND COVER CALCULATIONS: WOV LI
Drive = 997 SFt
Public Walk =1,151 SFt
Private Walk =N/A SFt
Seeding = 7,342 SFt
Sod =449 SYt,
from front of residence.
PARAMOUNT CIRCLE
CURB
zirlii Ill<
?II^
Z)
D
36.0'
B-B
5.0'
PER PL
HKP21
TC=917.27 or
PER RECORD
DRAWING
NOTE. IN THE RESIDENTIAL DISTRICTS LIMITING
HEIGHT TO TWENTY-nvE (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.
I
5
4.J
Assumed North
Scale : I• = 30'
n- ---TC=916.44
300• PER RECCR
B-BDRWG (Z4
t--TC=916.42
5' WALK I
115 0 s s °
p`L : 26.0•
20' D.U.&S.S.E.
I
2888'
I aCM
50 V
O
(] ? I
lJ m
,O
a Q
1
'x of a? I
I ISI
4.o n
F
a I w
O
N
m & Rig non a-S 4. 59.6' p
/ I CZ)
O
4a0'
26
0'
mm O -
. L------
-
I 21.42'
Bs
Z
4:1 SLOPF 0 A.1 SLOPE
TYPICAL SWALE SECTION
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 plot plan is subject to map scale uncertainly and to any other
uncertainty in location or elevation on the referenced flood insurance rate
map (FIRM). ALL of the within described land DOES NOT UE within that
special flood hazard zone *A', as said land plots by scale on Community
Map Panel 118057CO205F of the flood insurance rate mops (FIRM) for
Hamilton County. Indiana, Dated May 19, 1981.
REVISION #1
DELETED FULL SSMT., 4'
FAMILY ROOM EXT. AND
BREAKFASY BAY
ADDED PARTIAL BSMT.
VB07.0081535
10112iO7 - KAG
FLOOD HAZARD STATEMENT
CERTIFICATION
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1STCA
o; No.
S0303
STATE OF
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