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"HOLEY MOLEY"
SAYS:
- 800 - 382 -5544
CALL TOLL FREE
- 800 -428 -5200
FOR CALLS OUTSIDE OF INDIANA
CAUTION
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (including,
but not limited to, manholes, inlets, valves, &
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISITING UNDERGROUND UTILIITIES
FOR WHICH THERE IS NO ABOVE GROUND
EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
OF SAID EXISTING UNDERGROUND UTILITIES
SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
NOTE TO CONTRACTOR:
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION
TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS.
CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY.
ALL PADS SHOULD BE TESTED TO ASSURE
A COMPACTION OF AT LEAST 95 PERCENT
OF THE MAXIMUM DRY DENSITY USING THE
STANDARD PROCTOR TEST METHOD.
ALL EXISTING OFF -SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL BE TIED INTO THE PROPOSED
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW
4. .
o �o M 916.6 0
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N Of I m N
LEGEND
STR. N0.
EXISTING
EDGE OF WOODS
EXISTING
CONTOUR
EXISTING
SANITARY SEWER
EXISTING
STORM SEWER
EM PROPOSED GRADE
BENCHMARKS:
LEE 2 - THE STATION IS LOCATED APPROX. 2.5 MILES NORTHEAST OF
ZIONSVILLE; AT THE INTERSECTION OF SHELBOURNE AND WEST
131ST STREET; IN THE SE 1/4 OF THE INTERSECTION; SET IN
TOP OF A CONCRETE POST, LEVEL WITH THE ROADWAY; A
DEPARTMENT OF NATURAL RESOURCES BRASS CONTROL STATION
TABLET, STAMPED "LEE 2 AZI 1989 ". N.A.V.D.
ELEV.= 917.518
183.00'
BLOCK 9
14,726. sq.ft.
20.00' ............20.00' ...20.00' .......... .
::
. ........ 20.00' 20.00'
24.00' ++
20.00' 20:00' 20.00'
24.00' :................ 20.00' ..:....... .............20.00 .. ............. 2...
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STORM CHART
STR. N0.
TYPE
T.C. RIM
INVERT
DIRECTION
172
STORM INLET
914.77
911.98
W
186
YARD INLET
Z
911.36 ::
NE
1:90
YARD INLET
913.50
911.29
0
05
STORM INLET
914.13
91.0:00
NE
196
CONC. END SECTION
907.60
SW
197
YARD INLET
V)
>
NW
198
STORM INLET
91.2:90
907.82
z
w
w
ACONC. END SECTION
TA
907,160
S
200 .:
STORM INLET
912.72
90- 9.00
E
201A
CONIC. END SECTION
0
W
202
YARD INLET
912.20
910.40
NE
203
STORM INLET' w MH
914.00
910.31
NE&SW
204
JYARD INLET
V
U
910.06
E &SW
205
YARD. INLET
912.00
909.20
U
a
206
YARD INLET
911.50
908.31
W &N &S
207.. :.
CE
o_
911.00
908.11
S &W
208
STORM INLET w MH .,_ '
912.59
907,,4
E &W
209
CONCRETE END SECTION
907.60
W
w
CONCRETE END SECTION*
911.00
N
211
STORM INLET
913.07
Y
N &S
212 IYARD
INLET
910.30
908.67
N
213 ISTORM
INLET
912.50
908.59
N&S
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STORM CHART
STR. N0.
TYPE
T.C. RIM
INVERT
DIRECTION
172
STORM INLET
914.77
911.98
W
186
YARD INLET
913.50
911.36 ::
NE
1:90
YARD INLET
913.50
911.29
NE
05
STORM INLET
914.13
91.0:00
NE
196
CONC. END SECTION
907.60
SW
197
YARD INLET
911,00
907.98
NW
198
STORM INLET
91.2:90
907.82
N &SE
199
ACONC. END SECTION
TA
907,160
S
200 .:
STORM INLET
912.72
90- 9.00
E
201A
CONIC. END SECTION
907.60
W
202
YARD INLET
912.20
910.40
NE
203
STORM INLET' w MH
914.00
910.31
NE&SW
204
JYARD INLET
913.30
910.06
E &SW
205
YARD. INLET
912.00
909.20
E &W &S
206
YARD INLET
911.50
908.31
W &N &S
207.. :.
YARD INLET
911.00
908.11
S &W
208
STORM INLET w MH .,_ '
912.59
907,,4
E &W
209
CONCRETE END SECTION
907.60
W
210
CONCRETE END SECTION*
911.00
N
211
STORM INLET
913.07
909.90
N &S
212 IYARD
INLET
910.30
908.67
N
213 ISTORM
INLET
912.50
908.59
N&S
Q
Z
Q
Z
I
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