HomeMy WebLinkAbout07090049 Site PlanThe 3ebaeider Corporation
9901 Due Armae
Hiatorte rat tlerriaaa
bad; mnpolls Indiana 16215-110M
917-625-7100
917-528-72W FAX
This Plot Plan Prepared For MA Homes
Lot # 72, containing10,399 S.F.t, in
Heather Knall
Section 0 2
Instrument # 2006-00004470
PC 4 Slide 13
Clay Township, Hamilton County
SEC 205 T18K RODE
2647 PARAMOUNT CIRCLE ( 50' R/W)
Westfield, IN 46074
Prepared Date:09/06/07: By. KAG
Community Restrictions:
Side Yard = S min.
Aggregate = 6' B.H. - --
Zoning - St
M/I HOMES
Pad Grade = 917.7 per plan
Pad Grade + 0.2' = Garage FFE (917.9 )
Garage FFE + 0_5' = Residential FFE (918.4 )
Residential FFE - 9.0' = Basement FFE (909.4
Driveway Slope = 3.1%
Note : The garage finished floor elevation
is 1.1' above the nab at the drive, per
plan.
GROUND COVER CALCULATIONS:
Drive = 661 SFt
Public Walk =319 SFi
Private Walk =N/A SF3
Seeding =5,247 SFt
Sod =255 SYt,
from front of residence.
Note: Builder to ensure positive
drainage away from structure(s).
MH/722
TC=91&39
PER RECORD
DRAWING
FLOOD HAZARD STATEMENT
CERTIFICATION
Note:
?? This drawing is based on construction plans or record drawing
and is not based upon a Field survey. The Schneider Corporal
3111-11114111
Landampe Arehilectum does not warrant the accuracy or sufficiency of this informal
GIs - LS Contractors should verify existing conditions prior to any
Galatea construction. Any discrepancy found an this drawing should b
reported to The Schneider Corporation immediately, foiling to
so results in the contractors assumption of all liability.
Plot Plan Legend
® Proposed Grades
000.0 Existing Grades
?000.0? Contour Grade
* Approx. Lateral Location
a - Sanitary Sewer Lines
per- 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)
A6 Fire Hydrant
-Flow Line of scale
- Building Line (BL / BSL)
- - - - - - - Easement Line
Snnitarv
Top of Casting Information
Upstream Manhole, TC=917.13
Downstream Manhole, TC=918.39
per record dreg.
CONC
DRIVE
- Ma'
915.7
915.7 46.3' 915.7 3'
- - ? m? 15' R.D.E. - - -
u S4 ?y c
° 80.00'T -
C. A. #7
I
I 1' 36.3'
915. REVISION ill
FLIPPED GARAGE
HANDING
V607,0079915
09113107 - KAG
VAR. D.U.&S.S.E.& Z
L. M. A. E.&P.I.E. E.
4; 7 ??E ° A.tOQE
This drawing is not intended to be represented as a retrocement or
original boundary survey, a route survey, or a Surveyor Location Report.
Flood Hazard Statement: The accuracy of any flood hazard data shown an
this plat plan is sub)ect to map scale uncertainty and to any other
uncertainly in location or elevation on the referenced flood insurance rote
map (FIRM). ALL of the within described land DOES NOT LIE within that
special flood hazard zone 'A', as said land plots by scale on Community
Map Panel if 18057C0205F of the flood insurance rote maps (FIRM) for
Hamilton County, Indiana, Dated May 19, 1981.
Note The cmtroctor is to maintain o
minimum distance of ten feet (10')
between the smilary sewer and water
lime laterals.
30.0'
B-B
I ROLL CORE
P
Note:
The basernent elevation, depicted harem, has been detemknd and
based an the pad grades aM/a contours taken ham the construction
plan for this sAtdivisnm Unless stated, no nfmnotion about
fluduati f; water table, sol conditim% a soi types has been provided
or stated an said plans, This lot is located near a body of water. Lot
a sd conditions may require that the basement hoar demotion be
held 2 loot above normal pad elevation. Site invest/ onion may be
needed if wales is encountered during the excavation process a if
other know water elevation a sacs conditions we present.
Investigation and my remedial procedures is at the discretion of the
builder to determine ad take appropriate steps of action. If my
ground water is am Imed during excavation the buider is
encouraged to cmtoct The Sdmeider Corporation to discuss passible
caries of action.
NOTE:
BY BUILDER AS NEEDED. LOT # 72
VB07.0079713
THE UPSTREAM MH TC ELEVATION
SHALL BE NO LESS THAN 1'-0' BELOW
RESIDENTIAL F.F.E.
0
Assumed North
Scale : 1' = 30'
CIRCLE
6.68
5' WAD( Rio I
16' 80.00'
%.
26.0 CONC
r DRIVE 20' D.U.&S.S.E.
l _Oo. P! 203x'
- 8
o 25' B.L.
8 THREE CAR 10.3}
GARAGE 8 Portal
11.2' JaOV - '
BASEMENT _
17.00
PUMP
BRODERl A
FRM&MSY
RESIDENCE
N PER "Pwl
5' WALK I
M H.72328.4c_
?4 T
PER PER RECD
RECORD
DWG
2 0' D.U.&S.S.?
25' B.L.
[
-
- F
0 RCH
F
P
17.
10 I SUMP
PUMP
I?j I e
?9.Y l
s'
I I
I I
5.1' T
I 8 DECK
N 'B
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 REM 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.