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EL 761.25
@ PARAPET
7M
US @ 12" EWEF (TYP)
US @ 12"
DOWELS EF (TYP)
NOTE 4
NOTE 1
EL 744.00
C
BS
SLOPE
SLAB t BEAMS
4" BF
1 iw
24" RAW WATER CBP -I RWD -6
DISCHARGE
C EL 746.67
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6" CHECK -FOR HYD V LV
VALVE OPERATOR PIPING
BYPASS SEE SH E2
NOTE:
OPERATING FLOOR SLAB
NOT DESIGNED TO SUPPORT
WEIGHT OF BUTTERFLY
VALVE RW -1 OR OTHER
LOADS IN EXCESS OF
2000 POUNDS
SIM C
C3
*5 @ 12" MECHANICAL
REBAR SPLICE
1 112"
"
US @ 12 T 3B
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LAN EL 734.00 C 4
INSULATING
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- -- -EL 726.0
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WS -1
12" WELL WATER I
SUPPLY
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EWEF -�
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60" RAW WATER
C EL 729.50
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MANHOLE
3 1 /2 "xi 112" -�_ - --
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(TYP)- - - -:.} o
-22
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i 3 " -0" #7 @ LAP *9 x9 @ L2"-- BAFFLE WALL DIMENSIONS
-� AND LOCATION TO BE
__-- _-- _--------------- �_ -__- #8 @ 6" DETERMINED BY PUMP
MFR (TYP EA PUMP)
COST OF MATLS AND
INSTALLATION
RESPONSIBILITY OF MFR-
#7 @ 12"
DOWELS- -
DOWELS
_ #9 @ 12"
0 CL
EF - - - ---
NOTES:
1. US x 2' -0" 6 12" CENTERED ON JOINT
2. s5 x 2' -0" @ 6" CENTERED ON JOINT
3. ADDITIONAL HORIZONTAL CORNER REINFORCEMENT ° NOTE I-
FOR LIQUID CONTAINMENT STRUCTURES AS REGO
BY STANDARD CONCRETE DETAILS dWS NOT
APPLY TO THESE BARS
4. SEE DETAIL E, SH B5 FOR
ADDITIONAL DOWELS READ
i
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RW -4
C3
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SUPPLY
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NOTE 1
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NOTE i
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EW SIM A
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PROJECT NO.
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Kansas My, Missimid -
SLOPE
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SUPPLY FRACTURED
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8" BOOSTER PUM` NOTE
SUPPLY LOUVER NOT ,
S EL 751.00 SHOWN
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FILL CONCRETE
EL VARIES 743.0
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TO EL 742.0
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ST A SUPPLY
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EL 743.75 NOTE 1
@ GUTTER - If
SLOPE N )1
4 -*S TAB
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EL 742.00 C4 SECTION 3
t T 3/80-1,-01 84
• - N EWEF 12"
*4 @ 12" r
T4B - 3 - #5 T&B 7 .SO
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EL 736.00 RACK G3
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., #5 @ 12" 6" ALTERNATE W/ U -BARS
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to
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NOTE 2
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ALTERNATE BARS
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I
DETAIL $
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ST A SUPPLY
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EL 743.75 NOTE 1
@ GUTTER - If
SLOPE N )1
4 -*S TAB
i Q
EL 742.00 C4 SECTION 3
t T 3/80-1,-01 84
• - N EWEF 12"
*4 @ 12" r
T4B - 3 - #5 T&B 7 .SO
HANDRAIL
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EL 736.00 RACK G3
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#7 @ 12" +_
EL 715.17--_ EL 716.50 -
a9 @ 12"
SEE SECTION 1,9H BA
FOR CONT
*7 @
t2"
NOTE 2
.... -.
ADDITIONAL 6 -•9 @ 12"
CTRD ON SCREEN
GUIDE WALL
" LAp ADDITIONAL 6-0 @ 12"
3' -4 _ CTRD ON SCREEN
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REVISIONS
PR6LIMINIMtY
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