HomeMy WebLinkAbout06060066 Site Plan
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Gar. FFE'; 905.6
1 st Fir FFE = 907.4
TOW = 906.4
Bsmt FFE = 897.6
Drive Slope = 3.5%
OAKMONT - ELEV 7C
RIGHT HAND - Brick Ledge
FULL BSMT - 9' Walls
3 CAR - Side Entry
Sunroom
Note:
Min. Front Yard - 20'
Min. Side Yard - 5'
Min. Side Yard Agg - 15'
Min. Rear Yard - 20'
92.19'
199.81
198.91
SWALE
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~@&iO@g 1l" = ~@'
20' DU&SE
SF----- or or
S
SILT FENCE
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199.41
Note:
Contractor should verify site specific
information depicted hereon with the
approved construction plans for this
development. Also, Contractor should
reference Architectural plans for
foundation orientation and dimensions.
11 .8'
(0
~
Co
C')
C')
00
~
N
00
~
LOT # 96
+16,847 SF
MFFE 905.0 PER PLAN
102.71
100.21 \
\
>S.
/
~ PATIO
105.61
~
- ,
~FP SUNROOM ~
(ONBSMTl~
--1.6S"
8
o .6
20.00'
aSMT
I
I THREE CAR
I GAR
(UNEXC)
~I
G-16
fi-<LT<t.-
UkiJZ
\~
25'
OAKMONT 7C
(FULL BSMT)
;::fp"...-"oiZ
~---
10.56'
2.25'
5,-,,,,0
SAN MH 408
TC=901.10
I' 04.0 I
SAN SEWER
SAN MH 407
TC=90080
[QM]
4'WALK
IZKXl = Proposed Grade
- = Drainage Flow
XX.X = Existing Grade
2' CURB WI SSD
105'
SILT FENCE
DERRY LANE -~i=
~ 50' R/W (29'BC-BC) 0 ~
WATER LINE CO <(
M M-:2:-l-
:)
I Note:
Cone Flatwork Sq. Ft = ot1829
Public Walk Sq Ft = ot390
Sod Sq Yds = ot233
Seeding Sq Ft = ot10891
.
Flood Hazard Note:
Lot Number 96 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).
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 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 and\or'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 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
VILLAGE OF
WESTCLA Y
SECTION 9007
INSTR #200500042565
PC 3, SLIDE 665
PLOT PLAN
Prepared For:
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Pulte Homes of Indiana
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303 WEST MAIN STREET KNIGHTSTOWN. INDIANA
(888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692
DATE: 05/15/06 JOB #2004-060.096 REVISIONS: 1
LOT # 96
1804 DERRY LANE
CARMEL, IN 46032