HomeMy WebLinkAbout07120061 Site Plan
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This Plot Plan Prepared For. Silverthome Homes
Lot # 39 , containing 15,840 S.F.s, in Plot Plan Legend
Abefdeen Bend SubdlvWoln ®
000.0 Proposed Grades
Existing Grades
$eCtlafl 1 '
Y ?W0.0- Contour Grade
NSP. / 200500066134 * Approx. Lateral Location
- s -
Book f 3, Page ¢ 739 -ta- Sanitary Sewer Lines
Storm Sewer Lines
Hamilton County, Clay Township -,v - Water Service Lines
12750 Truman Court (50' R/k) - - - - - - - Sub-Surface Drain Lines
CDIRIeI, IN 46032 •
® Manhole (Sanitary or Storm)
Beehive Inlet (Storm)
Prepared Date: 11/30/07 : By. AMA IN Curb Inlet (Storm)
Community Restrictions'.
Side Yard = N/A
Rear Yard = 25'
Aggregate = 30'
Zoning = S1
Silverthome Homes
Pad Grade = 914.3 per plan
Pad Grade + 1.0' = Garage FFE (915.3 )
Garage FFE + 0.5 = Residential FE (915.8 )
Residential FIFE - 10.0' = Basement FFE (905.8 )
Driveway Slope = 6.2%
Note : The garage finished floor elevation is
2.3' above the curb at the drive, per plan.
Ground Cover Calculations:
Drive =1,304SFd:
Public Walk =294 SFi
Private Walk =221 SFt
Seeding =4,332 SFf
Sod = 7,627 SFt , to the rear of home.
D End Section (Storm)
Ak Fue H2drant
- < < .. < .. - Flow Line of swole
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC=913.90
Downstream Manhole, TC=911.20
per plan.
Nate: The contractor is to maintain a
minunum distance of ten feet (10')
between the sanitary sewer and water
line laterals.
Note: Builder to ensure
positive drainage away from
structure(s).
NOTE:
SUMP PUMP(S) TO BE PLACED
BY BUILDER AS NEEDED.
12.0'
C1
in
Li
G
46
I
J
25.0' 0
36.0'
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. Contractors should verify
existing conditions prior to any construction. Any
discrepancy found on this drawing should be reported to The
Schneider Corporation Immediately, falling to do so results
in the contractors assumption of all liability.
Notc
The basement ekvatim. depicted hereon, no been detarnned and
based an the pad grades and/or cantmins taken from the
construction plan for this subdhidan. Unless stated, no information
about fluctuating water tables, we cmdhkas, or sag types has
been provided a stated an sold plans. Thu lot is located near a
body of water. Lot ar soil conditions may requke that the basement
floor davaticn be hold 2 foot above nam,d pod elevation Site
hvestigaUm may be needed if water b mcountered during the
excavation process or If other Imown water elevation ar'sols
condfUms ore presmL MtestlgaUm and my renedid procedwes Is
at the discretion of the builder to determine and take appropriate
steps of action. If my ground water u moamtered during
excavation the bulder Is encouraged to contact The Schneider
corporation to dlemss possible courses of action.
LOT# 39 a
Vb07.0083472
e?o
0
Assumed North
Scale : 1' = 30'
111
MH/ Al'
TC= 911.20
PER PLAN
PLAN U
Q
IY
f-
50.0'
R/W
1 O 60.30 T -
41.8 t X6'' -
r? \,o<P
311 :f 16.611 1P T
yd ?
m ABB 112
x \ TG=913.90
?, m \ PER PLAN
VARIABLE WIDTH
19'6 LSE
15'U.&D.E. 16. ---------
105 ?k D.E
rT, l l 172.17'
FLOOD HAZARD- STATEMENT -
CERTIFICATION
`\? ; EGGS T EqF.:?ip
mooF No.
S0303
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 uncertainty and to any other uncertainty In location or elevation on
the referenced flood Insurance rate map. ALL of the within described land DOES
NOT LIE within that special flood hazard zone A as said land plots by scale on
community-panel / 180080 0205E of the flood Insurance rate maps for Cannel,
IN (maps dated Feb. 19, 2003).
' STATE OF +
DIA
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