HomeMy WebLinkAbout07060073 Site Plan
Gar. FFE = 905.0
1st Fir FFE = 906.8
TOW = 905.8
Bsml FFE = 897.0
Drive Slope = 3.5%
ELLSWORTH II - ELEV 6C
RIGHT HAND - Brick Ledge
FULL BSMT - 9' Walls
3 CAR - Side Entry
92.19'
199.8 I
20' DU&SE
0>'
SW ALE
IJIT]]
SF--
96.3'
Cx:>
C')
C') I
<Xl \
..-- 105.0 I
102.71 19' 2133'
. PATIO , "
! \ - ,
THREE CAR
16.:>8' GAR
11.67' (UNEXC)
0 I
.n
0 L_
B5MT
G-AS ~
ELLSWORTH 1118
\FULLBSMT)
~ SUMP
ec.&U "' PIT " b "
12.36' 0 9.46'
5.5' N 16.61' N N 16.67'
I SS{)-. POR
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4.0 20' BL
S
T
03.8
4'WALK
TBM
03.5
10.5'
SL(;rCTV(F
{J-li?v(J G-fi
fJvhlf
2' CURB WI sSD
SILT FENCE
DERRY LANE
50' R/W
~
(29' BC-:) _I
WATER LINE
M
Flood Hazard Note:
Lot Nunlber 95 lies within Zone "X" per the scaled location on
the Flood Insurance Rate Maps for Hamilton County, Indiana
(Community Panel #18057C0205F, dated February 19, 2003).
Note:
This drawing is based upon construction plans and/or record
drawings prepared by others and is not based upon a field survey
COOR Consulting & Land Services, Corp. does not warrant the
correctness or integrity of this information. The contractor/owner
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.
PAGE 1 OF 2
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303 WEST MAIN STREET
(888) 593-2667 (765) 345-5943
DATE: 05/16/07 JOB #2004-060.095
KNIGHTSTOWN. INDIANA
FAX#: (765) 345-5692
REVISIONS:
Note:
Min. Front Yard. 20'
Min. Side Yard - 5'
Min. Side Yard Agg - 15'
Min. Rear Yard - 20'
00.5
S
SILT FENCE
&~~Qj]01J1l@@] [f!]@U''[WiJ
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01.0
Note:
Contractor should verify site specific
informatio-n depicted.here'O'n with-tne
approved construc1ion plans for this
development. Also, Contractor should
reference Architectural plans for
foundation orientation and dimensions.
en
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LOT # 95
+16,960 SF
MFFE 905.0 PER PLAN
25.0'
27.0'
12'
CONC
DRIVE
~
102.5 I
SAN SEWER
02,5 02.3
SAN MH 407
TC=900.80
'-
RONI
[XKRI = Proposed Grade
- = Drainage Flow
XX.X = Existing Grade
TBM
02.0
Cone Flatwork Sq. Ft = ;02217
Public Walk Sq Fl = ;0390
Sod Sq Yds = ;0309
Seeding Sq Ft = ;09545
Note:
The proposed construction grades, contours, and proposed structure
elevations as depicted hereon are based upon information provided
upon the approved construction documents prepared for this
development. Unless otherwise stated hereon, no infonnation
pertaining to but not limited to, fluctuating water tables elevations,
soil types, and conditions within the building areas of this
development have been provided and \or referenced on said
documentS. With the excavation of the proposed structure i
foundations, certain care and observationS should be made in regard
to such conditions as soil types and fluctuating water tables. During I
the excavation process should any unsuitable soils or ground water I
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.
VILLAGE OF
WESTCLA Y
SECTION 9007
INSTR #200500042565
PC 3, SLIDE 665
PLOT PLAN
Prepared For:
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LOT # 95
1792 DERRY LANE
CARMEL, IN 46032
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Pulte Homes of Indiana'
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