HomeMy WebLinkAbout06020122 Site Plan
N.P.=908.80 ___
100 YR.=912.52 ____
C.A. 13___
LAKE H3
VAR. O.U.&S.S.E. & SU. &
LM.A.E.&R.O.E. & P.I.E.E.
75.13'
15' D.E.
- -----,
43.6' 38.6" 1916.11 I
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~ GARAGE 6.0
6.3" .62'];: 20.75'
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Schneider
This Plot Plan Prepared For: R.H. of Indiana
Lot # 90 ,contoining 8,273 S.F.:f:, in
Stanford Pork
Section # 1
INSlR. # 200500009385
P.c. # 3, Slide # sn
CERTIFICATE of ~RECTlON
INSlR. # 200500044195
Clay Twp, HamDton County
Sec 29, TI8N, R3L
3464 Millbrae Drive
Cannel. IN 46074
Prepared Date: 02/15/06: By. AMA
Proposed Bu)'lll'{s): Colby Ross
McCorkel
1be Schneider Corporation
8901 otiJ Avenue
Blstoric rort Harrison
lDdiaD4polla, 1DdiaD4 ~6-10S7
317-626-7100
317.626-7200 fAX
liD&lDoerin&
SuneyIn&
Lood4capo Arcblleclure
GIll.US
Geology
Plot Pion Legend
(50'R/W)
J]QQ]] Proposed Grodes
000.0 Existing Grodes
__ 000.0-- Contour Grade
* Approx. Loterol Locotion
- . - Sanitary Sewer Lines
- Ir- Storm Sewer Lines
- VI - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Monhole (Sonitory or Storm)
. Beehive Inlet (Storm)
II1II Curb Inlet (Storm)
o End-Section (Storm)
... Fire Hydront
- 0 0 C - 0 0 0 - Flow Line of swale
Building Line (BL I BSL)
- - - - - - - Easement Line
CommunIty RestrIctions:
Side Yard ..3' min.
Rear Yard = N!A
Aggregate = 6 (B.H.)
Note: Sanitary Sewer
Top of Costing Informotion
Upstream Monhole, TC= 916,30
Downstreom Monhole, TC= 917.30
per pion.
R.H. of Indiona
Finished Roor Elevation Informotion
Pod Grode = 917.1 per pion
Pod Grode + 0.7' = Goroge FFE (917.8)
Garoge FFE + 1.5' = Residentiol FFE (919.3)
Residentiol FFE - 9.0' = Bosement ffE (910.3)
Note : The gorage finished floor elevation
is 1.5' above the curb at the drive, per plan.
1915.01
Ground Cover Calculations
Drive = 513 SFt
Pubiic Wolk = 230 SFt
Privote Wolk = 44 SFt
Hydroseeding =3,144 SFt
Sod = 321 SYf, from
Rear of residence
Sidewalk to be placed
l' from property line,
4' from bock of curb,
per pion.
~
TYPICAL SWALE SECllON
l-
26.0'
36.0'
16'
0Rt1!:
Note:
Per Carmel zoning ordinance 26.1.1 :
The residential district limits height to twenty-five
feet (25'), however 0 dw.llng moy be Increased in height,
to thirty-five f..t (35') pro~ded the side and rear yords,
ore increased an additional one foot (1') for each
one foot (1') the structure exceeds the first
twenty-five feet (25') in height.
44.49'
.
916.4
I 5' WAlK
30.0'
8-8
~
PER PLAN
+e-
TC=917,3O
PER PLAN
Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject to
map scale uncertainty and to any other uncertainty in location or elevation on the referenced flood
insurance rale map. ALL of the within described land DOES NOT LIE within that special flood hazard
zone A as said land plots by scale on flood insurance rate map # 18057 0205F for City of Carmel,
Indiana (maps dated February 19, 2003).
SGNA TURE :
DAlE:
SGNA TURE REPRESENTS CONnRMA TION OF RECEIPT Of PLOT PLAN BY CUSTOMER.
Note:
This drawing is based on construction plans or record
drowings, and Is not bosed upon 0 field survey. The
Schneider Corporation does not warrant the accuracy or
sufficiency of this informatian. Contractors should verify
existing conditions prior to any construction. Any
discreponcy found on this drawing should be reported to
The Schneider Corporation immedlat.y. foiling to do so
results in the controctors assumption of 011 liability.
Note:
The basement elevation, depicted hereon, has been
determined and based upon the pod grades and/or
contours token from the construction plans for this
subdivision. Unless stated, no information about
fluctuating water tables, son conditions, or son t)pes has
been provided or stated 00 said plans. It is recommended
that the basement finished floor elevations be at least
two feet (2') above the normal pool elevation of any
adj:llnlng bodies of water, unless a study of facts reveals
otherwise. If during the excavation process any ground
water is witnessed,--The Schneider Corporation should be
notified Immediately. The basement elevation should be
raised two feet (2') above the ground water, and
additiooal construction techniques should be incorporated
to alleviate future problems.
Note:
Sump pump(s) to be placed by
bunder os needed.
II
Lot # 90
Vb06.0049078
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Assumed North
Scale: 1- = 30'
1915.51
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OelaH of Ground/ Storm
Water flow pattern for
Individual lots.
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Note: Builder to ensure
positive drainage away
from structure(s).
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----
FLOOD HAZARD STATEMENT
CERTlFICA TlON
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