HomeMy WebLinkAbout06020122 Resubmittal Info
BUILDER
RE-SUBMITTAL
For Incomplete permit submittals
DATE OF RE-SUBMITTAL:
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I~~I APR 2 0 2006 uj/
I Name of Reviewer: ~ 't t-'- ;>.LJ
BUILDER NAME: If ff
. Contact #:
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Project Address: 7'-16'1 /11,.1/ J/,t{ ( pc
Lot & Subdivision: 70 5'1a.. f'(jlv( flK
Comments:
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Re-Review Fees: Residential $133.50
Commercial $267.00 D
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s/pennits/Forms/Re-Submittal for Review
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Schneider
This Plot Plan Prepared For: R.H. of Indiana
Lot # 90 ,containing 8,273 SJ.:l:, in
Stanford Pork
Section # 1
INSTR. # 200500009385
P.C. # 3, Slide # sn
CERllACATE of CORRECTION
INSTR. # 200500044195
Cloy Twp, HamUton County
Sec 29, Tl aN, RJE
3464 Millbroe Drive
Carmel, IN 46074
Prepared Dote: 02/15/06: 8y: AMA
Proposed Buyer(s): Colby Ross
McCarkel
The Schn,elder Corporation
8901 0Us Avenue
Historic I'art RarriaoD
Indlanapolll. Indiana 46216-1037
317-1126-7100
317-626-7200 Fl:t.
Ent!neerio&
3urvOJin&
Lmdscape Architecture
GI3 .1J3
Geology
Plot Plan Legend
(50'RjW)
[]QQ]] Proposed Grades
000.0 Existing Grades
__000.0-- Contour Grade
* Approx. Lateral Location
- . - Sanitary Sewer Lines
-11'- Storm Sewer Lines
- IJ - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
11III Curb Inlet (Storm)
D End Section (Storm)
.... Fire Hydrant
- 0 C C - 0 0 0 - Flow Line of swale
- Building Line (BL / BSL)
- - - - - - - Easement Une
Community Restrictions:
Side Yard =j' min.
Rear Yard = N/A
Aggregote = 6 (B.H.)
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC= 916.30
Downstream Manhole, TC=917.30
per plan.
R.H. of Indiana
Finished Floor Elevation Information
Pad Grode = 917.1 per plan
Pad Grade + 0.7' = Garage FFE (917.8)
Garage FIT + 1.5' = Residentiol FFE (919.3)
Residential FFE - 9.0' = Basement FFE (910.3)
Note : The garage fllllshed itoor' elewtion
is 1.5' above the curb at the drive, per plan.
915.0
N.P.=~08.80 ___
100 YR.-912.52 ____
C.A. f13____
LAKE N3
VAR. D.U.&S.S.E. & S.L.E. &
l.M.A.E.&R.D.E. & P.I.E.E.
75.13'
Ground Cover Calculations
Drive = 513 SF:!:
Public Walk = 230 SF:!:
Private Walk =44 SF:!:
Hydroseeding =3.144 SF:!:
Sod = 321 SY:!:, from
Rear of residence
15' D.E.
- -----,
43.6' 36.6' 1916.11 I
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40.00 SOO
KENSNGTON C I
fRM&MSY I
1:l RESOENCE
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SUMP 0
PUMP
12.00
Sidewalk to be placed
l' from property line.
4' from bock of curb,
per plan.
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.63'
5S'
~ TWO CAR
~ GARAGE
6.3' .62'8 20.7S'
, G.B.l.
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TYPICAL SWAlE SEC110N
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OJ.E.
16'
26.0' DRIV[
36.0'
~E ~U
Per Carmel zoning ordinance 26.1.1 :
The residential district limits height to twenty-five
feet (25'). however a dw~ling may be increased in height
to thirty-five feet (35') provided the side and rear yards--
are increased on additional one foot (1') for each ~ 30 0'
one foot (1') the structure exceeds the first B~B
twenty-five feet (25') In height
44.49'
I 5' WALK
TC-916.26
PER PLAN
916.4
.+-e-
TC=917.30
PER PLAN
5lR. , 720
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 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 flood insurance rate map # 18057 0205F for City of Carmel,
Indiana (maps dated Februal)' 19, 2003).
SGNA lURE :
DAlE:
SGNA lURE REPRESENTS CON~RMA nON OF RECEIPT OF PLOT PLAN BY CUSTOI.fER.
Nate:
This drawing is based on construction plans or record
drawings, and is not based upon 0 field survey. The
Schneider Corporation does not warrant the accuracy or
sufficiency of this information. Controctars should verify
existing conditions prior to any construction. Any
discrepancy found on this drawing should be reported to
The Schneider Corporation immediotely: failing to do sa
resuits in the contractors assumption of all liability.
Note:
The basement elevation, depicted hereon, has been
determined and based upon the pod grades and/or
contours taken from the construction plans for this
subdivision. Unless stated, no information about
fluctuating water tables, soli conditions, or son t)'pes has
been provided or stated on said plans. It Is recommended
that the basement finished floor elevations be at leost
two feet (2') above the normal pool elevation of any
adpining bodies of water, unless a study af 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
additional constructicn techniques should be incorporated
b alleviate future pr,X)lems.
Nate;
Sump pump(s) to be placed by
builder as needed.
,.
Lot # 90
Vb06,0049078
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Assumed North
Scale : 1" = 30'
1915.51
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DetaR of Ground/ Storm
Water flow pattern for
individual lots.
0,
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15.0'
-
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Note: Sunder to ensure
positive drainage away
from structure{s).
REVlSON 11
NEW ElEVA nON
PO , 29-28949
\b06.00S2379
04/13/06 III.A
FLOOD HAZARD STATEMENT
CERTIFICATION
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