HomeMy WebLinkAbout07020163 Site Plan
87.58'
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SWALE
199.61
20' DU&SE
SF-- Gi
SILT FENCE
Gi-S
8 .0'
--- 1
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6.8'
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21.33'
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o
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5.0'
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BSMT
12
CONe
DRIVE
,
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.,;
2_21'!2
on 1667'
l!!3?J
-+-
SUMP
m
12.38'
ELLSWORTH II 4C
(FULLSSMTJ
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3'WAlK
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20' DU&SE <
t
105.78' "
01.7
21.0' !!
~
SILT FENCE
DERRYLANE
50' R/W ~
---- W _ W (:. BC-BC) I
WATER LINE W
Flood Hazard Note:
Lot Number 98 lies within Flood Hazard 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 andlor 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.
STM INLET
TC=897.70
19'
I
99.8
I ffill
I ml
~I
I II'
I I
I ~ I
I ~ I
00.6
~ III
Gar. FFE = 903.2
1st Fir FFE = 905.0
TOW = 904.0
Bsmt FFE = 895.2
Drive Slo e = 2.1%
&~~[lJJOlii)@@] [J(!]@D'\.lGu
@@@)D@g 1]" = ~@'
Note:
Min. Front Yard - 20'
Min. Side Yard - 5'
Min. Side Yard Agg - 15'
Min. Rear Yard - 20'
LOT # 98
+16,817 SF
MFFE 902.8 PER PLAN
PATIO
11.0'
03.2
C\J
~ ( ~I~
I
lXKZI = Proposed Grade
- ::: Drainage Flow
XX.X = Existing Grade
SAN MH 407
TC=900.80
SAN SEWER
STMINLET
/I TC=90063
ELLSWORTH II - ELEV <lC
LEFT HAND - Brick Ledg'e
FULL BSMT - 9' Walls I
3 CAR - Side Entry
Note:
Cone Flatwork Sq. Ft = ~21'93
Public Walk Sq Ft = ~424
Sod Sq Yds = ~380
Seeding Sq Ft = ~9113
Contractor should verify site specific information
depicted hereon with the approved construction plans
for this development.
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 I
otherwise. Should any ground water be witnessed during the I
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.
PAGE 1 OF 2
VILLAGE OF
WESTCLA Y
SECTION 9007
INSTR #200500042565
PC 3. SLIDE 665
oor~
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@@[[[jD@[[@)1.\O@1JD
303 WEST MAIN STREET KNIGHTSTOWN. INDIANA
(888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692
DATE: 02115/06 JOB #2004-060.098 REVISIONS:
PLOT PLAN
Prepared For:
LOT # 98
1830 DERRY LANE
CARMEL, IN 46032
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