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- #4 x 14' -8" @
OF WALL —
EL. 2.5 _
1 24 "0 CANAL GATE
- #4 x 5' -10" @
OF WALL
#4 x 4' -6 @ If
CE OF WALL
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(TYP.) /
I EL. 3.23
CL 36 "0 TELESCOPING
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/i44 x 5' -9" @
I CL OF WALL
(TYP. 4 LOCATIONS)
I I� #Ck. OFf WALL' I@
I-—
#4 W /3' -4 "O
@ CL OF WALL
#4 W/2 -4 O NOTES:
@ CE OF WALL 1. WALL REINFORCING NOT SHOWN FOR CLARITY.
STOP NORMAL WALL REINFORCING (BOTH
VERTICAL AND HORIZONTAL) 2 INCHES SHORT
OF PIPE HOLE.
2. PROVIDE 4 - #6 VERTICAL REINFORCEMENT
PER NOTE SECTION E
1S(D) 00 1S ) 801
SECTION C
iS(D)800 15(0)801
12 "6° 0 1' 2' 3' 4' 5'
#5 @ 12" G.C.
PARTITION WALL V #4 @ 12" O.C.
#6 @ 8" O.C.
NOTE: g2- PARTITION WALL
ADJUST SPACING TO PROVIDE
2 - #6 MIN. E.F. BETWEEN 'WALL
ur'ENINGS 10"
DETAIL TYP. CORNER PcINF. AT PARTITION WALL Cl
1S(D)800 1S(D)801
12 "6" 0 1' 2' 3' 4' 5'
SECTION
1S(D)800 1S(D)801
12 "6" 0 1' 2' 3' 4' 5'
Sw� 2' -2't0
AS -BUILT
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EL. 10.0
@
L
- #4 x 14' -8" @
OF WALL —
EL. 2.5 _
1 24 "0 CANAL GATE
- #4 x 5' -10" @
OF WALL
#4 x 4' -6 @ If
CE OF WALL
I I
(TYP.) /
I EL. 3.23
CL 36 "0 TELESCOPING
\ VALVE
/i44 x 5' -9" @
I CL OF WALL
(TYP. 4 LOCATIONS)
I I� #Ck. OFf WALL' I@
I-—
#4 W /3' -4 "O
@ CL OF WALL
#4 W/2 -4 O NOTES:
@ CE OF WALL 1. WALL REINFORCING NOT SHOWN FOR CLARITY.
STOP NORMAL WALL REINFORCING (BOTH
VERTICAL AND HORIZONTAL) 2 INCHES SHORT
OF PIPE HOLE.
2. PROVIDE 4 - #6 VERTICAL REINFORCEMENT
PER NOTE SECTION E
1S(D) 00 1S ) 801
SECTION C
iS(D)800 15(0)801
12 "6° 0 1' 2' 3' 4' 5'
#5 @ 12" G.C.
PARTITION WALL V #4 @ 12" O.C.
#6 @ 8" O.C.
NOTE: g2- PARTITION WALL
ADJUST SPACING TO PROVIDE
2 - #6 MIN. E.F. BETWEEN 'WALL
ur'ENINGS 10"
DETAIL TYP. CORNER PcINF. AT PARTITION WALL Cl
1S(D)800 1S(D)801
12 "6" 0 1' 2' 3' 4' 5'
SECTION
1S(D)800 1S(D)801
12 "6" 0 1' 2' 3' 4' 5'
Sw� 2' -2't0
AS -BUILT
NOTES:
1. WALL REINFORCING NOT SHOWN FOR CLARITY.
1' -0" MIN_ QUARRY STOP NORMAL WALL REINFORCING (BOTH
SPALLS (MODIFIED) VERTICAL AND HORIZONTAL) 2 INCHES SHORT
LEVELED WITH CRUSHED OF PIPE HOLE, EXCEPT AS NOTED IN NOTE 2.
SURFACING BASE COURSE
AS REQUIRED 2. PROVIDE 2 - #7 AND 2 - #6 VERTICAL REINFORCEMENT
PER NOTE SECTION /8 .
1S(D) OO 1SOO�tSiD) 800
SECTION
iS(D)8&ls( )80 1
12 "6" 0 1' 2' 3' 4' 5' am® ^00qk
0 in —
�Y
J. s�k
N
73r�o•
EXPIRES: 06/05/'02
ROLL # 167 FRI 5 6
#5 WITH S
90' HOOK
IF VAULT
#5 WITH STANDARD
90' HOOK
NOTE: VERTICAL REINFORCEMENT
NOT SHOWN FOR CLARITY.
DETAIL TYP CORNER REINF Z
12" 6" 0 1' 2' 3' 1S(D)800 15(0)801
RECORD DRAWING INFORMATION COMPILED
FROM CONTRACTOR'S RECORDS. LICENSEE
a..... - ®.. _ ®�.... ®® IS NOT RESPONSIBLE FOR ACCURACY OR
t By COMPLETENESS OF CONTRACTOR'S RECORDS.
(RECOMMENDED 1 e ................. .
(FOR APPROVAL BY 1 ,
BY RECORD DRAWING,
IS D 80t Saiuui �vv
SCANNED OCT 4 2000
I
L----------- - - -I --
TOP OF LADDER I
- -- EL. 13.30 -------- - - - - --J I
I 1 I I
I i I I
1 r_1_y I
i 1 I LADDER
I I I 1
I 1_ - - -a I
1 1,16„ I i I
I i I I
- "0
- 24 OUTFALL (TYP)
- - #4 x 4' -6" @ #4 x 14' -8" @
1 I I CL OF WALL (TYP.) CL OF WALL
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1 I I I
I I
i 1 I
—I.
EL. 2.5�
I I I I I
-- -
1
#4 W /2' -4 "O
@ CL OF WALL (TYP.)
NOTES:
1. WALL REINFORCING NOT SHOWN FOR CLARITY.
1' -0" MIN_ QUARRY STOP NORMAL WALL REINFORCING (BOTH
SPALLS (MODIFIED) VERTICAL AND HORIZONTAL) 2 INCHES SHORT
LEVELED WITH CRUSHED OF PIPE HOLE, EXCEPT AS NOTED IN NOTE 2.
SURFACING BASE COURSE
AS REQUIRED 2. PROVIDE 2 - #7 AND 2 - #6 VERTICAL REINFORCEMENT
PER NOTE SECTION /8 .
1S(D) OO 1SOO�tSiD) 800
SECTION
iS(D)8&ls( )80 1
12 "6" 0 1' 2' 3' 4' 5' am® ^00qk
0 in —
�Y
J. s�k
N
73r�o•
EXPIRES: 06/05/'02
ROLL # 167 FRI 5 6
#5 WITH S
90' HOOK
IF VAULT
#5 WITH STANDARD
90' HOOK
NOTE: VERTICAL REINFORCEMENT
NOT SHOWN FOR CLARITY.
DETAIL TYP CORNER REINF Z
12" 6" 0 1' 2' 3' 1S(D)800 15(0)801
RECORD DRAWING INFORMATION COMPILED
FROM CONTRACTOR'S RECORDS. LICENSEE
a..... - ®.. _ ®�.... ®® IS NOT RESPONSIBLE FOR ACCURACY OR
t By COMPLETENESS OF CONTRACTOR'S RECORDS.
(RECOMMENDED 1 e ................. .
(FOR APPROVAL BY 1 ,
BY RECORD DRAWING,
IS D 80t Saiuui �vv
SCANNED OCT 4 2000