HomeMy WebLinkAbout0006.02 Site PlanFlood Hazard Nnta-
Lot Number 326 lies within that Special Flood
Hazard Zone "C" per the scaled location on the
Flood Insurance Rate Maps for the City of Carmel,
Indiana (Community Panel #180081 0002 C, dated
May 19, 1981).
COMMON AREA BLOCK "T"
D.E., L.M.E., & L.S.E.
NP ELEV = 900
100 YEAR ELEV = 902.45
902.9
�MS
LOT # 326
14,893± SF
"Asbuilt Elevation"
PAD 905.1
PAD 905.5 PER PLAN
1D� fig/
SSD
d PATiO 4
16.67' $'
o m
BSMT
P \� �Cnn V INDSOR 11 "
N (ppRTIAL BSMT)
f 0.33'
00 PIMP 34.33'
16 N P(1R
�o
r i n \ —
904.E I B
907.4
24
CRAM I
I r�
� 5-
y1R E GAR
(UNE%C) a.33" 907.4
21.33' ti
00.00'
Note:
The proposed construction grades depicted
hereon are based upon information, proposed
grades and/or contours, taken from the approved
construction plans prepared for this subdivision.
Unless stated hereon, no information pertaining
to but not limited to, fluctuating water table
elevations, soil types or conditions within the
building area of said lot, has been provided or
referenced on said plans. With the construction
of a basement, it is recommended that the lowest
floor elevation be constructed at least two (2) feet
above any adjoining bodies of water unless a
study of facts reveals otherwise. Should any
ground water be witnessed during the excavation
of said structure, the lowest floor elevation should
be raised at least two (2) feet above the ground
water level and additional construction techniques
should be incorporated 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.
Conc Flatwork Sq. Ft = ±1873
T,
Public Walk Sq Ft = ±400
9'
Sod Sq Yds = ±462
(ter_
Seeding So Ft = ±6887
_�6�_u Ctr
WINDSOR II
ELEV - 5C - Right Hand
PART. BSMT - 9' Walls
3 CAR GAR -Side Entry
DRI
� — o �---- H A f =E
CHARITY C
, c3o BC -BC)
50' R/W
z
r
SAN MH
TC 904.3
O 0
O
303 W. Main Street, Knightstown, In. 46148-0012
Phone#: (765) 345-5943 Fax#: (765) 345-5692
www_coorconsulting.com
DATE: 12\12\01 JOB #2000-500.326
^� WATER LINE SD
2' CURB
SAN MH
TC 902.7
SAN SEWER
SADDLE CREEK
SECTION 8
PC 2, SLIDE 489
INSTR #200000048295
LOT # 326
1584 CHARITY CHASE DRIVE
Westfield, IN 46074
Garage Finish Floor
5.3 feet above curb
at center of drive
®= Proposed Grade
= Drainage Flow
XX.X= Existing Grade
Gar. FFE= 907.7
1st Flr FFE= 909.7
Bsmt FFE= 900.0
Drive Slope = 8.9%
Note:
Minimum Front yard - Variable
Minimum Side Yard - 10'
Minimum Rear Yard - 20'
PLOT PLAN
Prepared For:
Pulte Homes of Indiana
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