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882.98 / - \ \
882.48 M.E. / / $ / / v a X I \ \
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84.24
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883.74 as $� OVERTOPPING
ELEV.=883.8
883.96
883.4
882.00
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883.57 / 'r y� OVERTOPPING \
\ asp �h ���'�� \ �. BREA 43 aa190 X •` 'V'° :r s r. a8 5$1 �' ELEV.=883.5 / 882 �a x /
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ELEV=883.46 884.07 � 9a :•.•�..�:.:: •' .•:, as as �1� x \ /
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M.E. 881.46
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- $ ELEV.=883.5 \
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OWNER:
FREDDY'S FROZEN CUSTARD & STEAKBURGERS
ATTN: BLAKE EPPERSON
(316) 617-8880
ENGINEER:
CIVIL SITE GROUP, INC.
160 WEST CARMEL DRIVE
SUITE 240
CARMEL, INDIANA 46032
NORTH (317) 810-1677
20 0 10 20 SURVEYOR:
CENTRAL STATES CONSULTING, LLC.
23-B NORTH GREEN STREET
BROWNSBURG, INDIANA 46112
( IN FEET) (317) 858-8662
1 inch = 20 ft. ARCHITECT:
WINTER ARCHITECTS
ATTN: RODGER BAKER
1024 EAST 1st STREET
WICHITA, KS 67214
(316) 267-6224
LEGEND:
��
/
/
MINIMUM FLOOD PROTECTION GRADE &
- -
/ ��"�
I
/
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LOWEST ADJACENT GRADE DEFINITIONS
x
/
We have shown multiple top -of -curb grades on Michigan Road. The lowest on each of the top -of -curb grades is 882.00
(Michigan Road T.O.C.). The minimum F.F.E. is to be at 15" above the Michigan Road Grade (882.00), which is
883.25. The local flood overflow route for the storm inlets is 883.80; therefore, one (1) foot above the aforementioned
be 884.80, 100 detention facility
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elevation would which represents the MFPG. The -year elevation of the underground
------------
ROOF DRAIN/SUB-SURFACE DRAIN
(881.33) does not come into play. Therefore, the MLAG/MFPG has been set at 884.80. The proposed building is
TOP OF CURB GRADE
798'73
encapsulated by a 6" straight curb with the highest gutter elevation being 884.40, which meets the requirement that the
798.25
PAVEMENT OR EARTH GRADE
M.E.
minimum F.F.E. shall be no less than 6" above finished grade around the building. The proposed F.F.E. has been set at
\
\ \ \ 'X
/
/ 885.0, which meets the MLAG/MFPG requirement.
---847-
EXISTING CONTOUR
OW
FLOWDRAINAGE ARROW
LEGEND:
PROPERTY BOUNDARY
- -
RIGHT-OF-WAY
- - - - - -
EASEMENT
PROPOSED CONCRETE
PROPOSED STORM SEWER
O❑®
PROPOSED STORM STRUCTURE
------------
ROOF DRAIN/SUB-SURFACE DRAIN
799.23
TOP OF CURB GRADE
798'73
PAVEMENT GRADE
798.25
PAVEMENT OR EARTH GRADE
M.E.
MATCH EXISTING GRADE
PROPOSED GRADE BREAK
--847--
PROPOSED CONTOUR
---847-
EXISTING CONTOUR
OW
FLOWDRAINAGE ARROW
->00-
PROPOSED
EMERGENCY OVERFLOW PATH
a
STORM SEWER (LOCAL)
EMERGENCY OVERFLOW PATH
BENCHMARK
HORIZONTAL AND VERTICAL CONTROL:
COORDINATE SYSTEM:
US STATE PLANE 1983 (AT GROUND)
PROJECT DATUM:
WORLD GEODETIC SYSTEM (WGS 1984)
VERTICAL DATUM
NAVD 88
ZONE.
INDIANA EAST 1301
GEOID MODEL:
GEOID03 (CONUS)
COORDINATE UNITS US SURVEY FEET
DISTANCE UNITS US SURVEY FEET
HEIGHT UNITS US SURVEY FEET
BENCHMARK
A Hamilton County Geodetic Control Disk in
the NE Wingwall of a Conspan Three -sided
arch bridge structure (Str. No. 281) carrying
W. 96th Street over Crooked Creek.
Elev.=871.54
TQM #50
Cut "X" in Concrete Walk on East side of
Michigan Road. Elev.=882.35
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DATE: 10/26/2018
DWN BY: EAG
CHKD. BY: EAG
SCALE: 1 to = 20'
DATE: 10/26/18
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PROJECT NUMBER
WAX.001
DRAWING NUMBER
C2.3
IL SHEET 6 OF 27