HomeMy WebLinkAboutPlot Plan"BASE HOUSE STANDARD FEATURES"
MODEL: 4150 (TRUMAN)
8' FULL BASEMENT -NO WINDOW WELL
3 CAR SIDE ENTRY GARAGE
5X7 DECK
MASONRY 4 SIDES
"SELECTED FEATURES"
ELEV HR3T-02 - RIGHT HAND
9' FULL BASEMENT -ONE WINDOW WELL
SUNROOM
4' GATHERING ROOM EXTENSION
16.3'X10' DECK
1 ADDITIONAL 4'X4' WINDOW WELL
WATER LINE — W
C.A. "A"
VAR. R.D.E.
Note:
Contractor should verify sump pit
location with Field Manager.
• Conc Flatwork Sq. Ft = t1,419
Public Walk Sq Ft = ±82-2
Sod Sq Yds = t1,818
Seeding Sq Ft = t5,599
• (Drive, Apron, 3' Walk, Patio, Stoops)
(PORCH NOT INCLUDED)
Flood Hazard Note:
Lot Number 90 lies within Flood Hazard
Zone "X" per the scaled location on the
Flood Insurance Rate Maps for Hamilton
County, Indiana (Community Panel
#18057CO205G, dated November 19,
2014).
Note:
LOT # 90
±231378 SF
PAD 908.5 PER PLAN
MFF 909.0 PER PLAN
MLAG 906.0 PER PLAN(F)
MFPG 905.9 PER PLAN(F)
SHADE OAK COURT
40' R1W (24'BC-BC)— 6.0'
2' cures wr ssD
--- — — W
T'
20' D.U.&S.E.
35' B.S.L.
The lowest elevation to have gravity sanitary
sewer service must be more than one (1) foot
above the lowest top of casting elevation of
either the first upstream or downstream manhole
on the main line sewer to which the connection
Is made.
Note:
.02\
o d�
Contractor should verify site specific Information depicted hereon with the
approved construction plans for this development in regards to sidewalk
and handicap ramp placement, widths, and construction. Contractor
should verify site specific Information in regards to erosion control
placement and materials. Also, Contractor should reference Architectural
plans for foundation orientation and dimensions.
The contractorlowner should verify existing conditions prior to
construction. Any varying field conditions or any discrepancy with the
information contained hereon should be Immediately reported to COOR
Consulting & Land Services, Corp.; failure to do so would result in the
contractor/owners assumption of liability.
A
WAS-706
SAN MH
TC=904.91
Gar. FFE = 909.7
1st Fir FFE = 911.5
TOW = 910.5
Bsmt FFE = 901.7
Drive Slope = 3.0%
DR—X1 = Proposed Grade
= Drainage Flow
Overflow Roule
@6&jO(E)o 0@1
NOTE:
Minimum Front Yard - 30'
Minimum Side Yard - 10'130' AGG
Minimum Rear Yard - 20'
57.93' w`��\.
WAS-707
SAN MH
/a. I . \��tTC=906.54
6 4N
3.
36.'
O0 o�
^ham CO,
440
Note:
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303 WEST MAIN STREET KNIGHTSTOWN. INDIANA
(888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692
DATE: 04/19/17 JOB #2015-090.090 REVISIONS:
Unless otherwise stated hereon, no information pertaining to but not limited
to, fluctuating water tables elevations, soil types, and conditions within the
building areas of this development have been provided andlor referenced
on said documents. With the excavation of the proposed structure
foundations, certain care and observations should be made in regard to
such conditions as soil types and fluctuating water tables. During the
excavation process should any unsuitable soils or ground water be
witnessed, the builder shall be immediately notified for further examination
and consultation. At the builders discretion, additional construction
techniques may be necessary to alleviate future problems.
Note:
This document has been prepared for the benefit of the parties indicated
hereon, for the express use of obtaining a residential building permit.
This document has been prepared and based upon the construction
documents, record drawings, and additional Information prepared for this
development by others. This document is not based upon a field survey and
Coor Consulting does not warrant the accuracy or completeness of this
Information.
THE WOODS AT
SHELBOURNE
SECTION 1 AND 2
P.C. 5, SLIDE 396
INSTR #2015050827
LOT # 90
3365 SHELBORNE WOODS
PARKWAY
CARMEL, IN 46032
PLOT PLAN
Prepared For.
*PulteGroup
Pulte Homes of Indiana