S1ortizengineered.com/downloads/Waste-Water-Oxidation-Ditch.pdfXXXX XXXX XXXXX XXXX, XX XXXXX XXXXXX...
16
D1 A D1 A D1 B D1 A D1 A D1 A D1 E D1 E D1 D D1 C S-5 3 (TYP. RADIAL BAFFLE WALL) SEE DETAIL F/D1 (TYP. @ CORNERS) WALL 2 151'-0" 64'-9" 21'-6" 64'-9" 7'-1 1 2 " 72'-8" 1'-8" 22'-0" 1'-8" 22'-0" 1'-8" 22'-0" 1'-8" 17'-0" 1'-8" D1 A SLAB TO BE MONOLITHICALLY POURED S1 Scale Drawn By 1/8"=1'-0" XXX Drawing No. Checked By XXX Project No. 20XX-XXXX 314 Main Street, Suite B Sugarloaf, PA 18249 Phone: 570.501.3780 Fax: 570.501.3782 www.ortizengineered.com DATE X DESCRIPTION XXX XXX. XX, 20XX Project Drawing Title Client XXXX XXXX XXXXX XXXX, XX XXXXX XXXXXX XXXX XXXX, XX XXXXX OXIDATION DITCH SLAB PLAN GENERAL NOTES: 1. Lap splices calculated in accordance with ACI 318 12.15 & 12.2.3. 2. All welded wire reinforcement material to be deformed wire mesh manufactured in sheets in accordance with ASTM A1064. 3. Cut wwr to fit at openings, penetrations and elevation changes if required. 4. Fy = 80,000 psi @ 0.35% strain.
Transcript of S1ortizengineered.com/downloads/Waste-Water-Oxidation-Ditch.pdfXXXX XXXX XXXXX XXXX, XX XXXXX XXXXXX...
D1
A
D1
A
D1
B
D1
A
D1
A
D1
A
D1
E
D1
E
D1
D
D1
C
S-5
3
(TYP. RADIAL
BAFFLE WALL)
SEE DETAIL F/D1
(TYP. @ CORNERS)
WALL 2
151'-0
"
64
'-9"
21'-6
"64'-9
"
7'-1
1 2"
72'-8
"
1'-8"
22'-0
"
1'-8"
22'-0
"
1'-8"
22'-0
"
1'-8"
17'-0"
1'-8"
D1
A
SLAB TO BE MONOLITHICALLY
POURED
S1Scale
Drawn By
1/8"=1'-0"
XXX
Drawing No.
Checked By
XXX
Project No.
20XX-XXXX
31
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GENERAL NOTES:
1. Lap splices calculated in accordance with ACI 318 12.15 & 12.2.3.
2. All welded wire reinforcement material to be deformed wire mesh manufactured in sheets in accordance with ASTM A1064.
3. Cut wwr to fit at openings, penetrations and elevation changes if required.
4. Fy = 80,000 psi @ 0.35% strain.
SEE DETAIL A/D3
D1
A
D1
A
D1
B
D1
A
D1
A
D1
A
D1
E
D1
E
D1
D
D1
C
D2
E
D2
F
D2
D
D2
C
S-5
3
D2
B
TOP
(22) SLBB1 SHEETS
(22) SLBB1 SHEETS
(22) SLBB1 SHEETS
(22) SLBB1 SHEETS
(3)SLBB1 SHEETS
(3)SLBB1 SHEETS
(1)SLBB1 SHEET
(4)SLBB2 SHEETS
(4)SLBB2 SHEETS
1'-7" LAP (TYP.)
1'-7" LAP(TYP.)
227-#9 BARS 12'-0" LONG @ 6" C/C
SLAB TO BE MONOLITHICALLY
POURED
S2Scale
Drawn By
1/8"=1'-0"
XXX
Drawing No.
Checked By
XXX
Project No.
20XX-XXXX
31
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GENERAL NOTES:
1. Lap splices calculated in accordance with ACI 318 12.15 & 12.2.3.
2. All welded wire reinforcement material to be deformed wire mesh manufactured in sheets in accordance with ASTM A1064.
3. Cut wwr to fit at openings, penetrations and elevation changes if required.
4. Fy = 80,000 psi @ 0.35% strain.
SEE DETAIL A/D3
SEE DETAIL F/D1
(TYP. @ CORNERS)
D1
A
D1
A
D1
B
D1
A
D1
A
D1
A
D1
E
D1
E
D1
D
D1
C
D2
E
D2
F
D2
D
D2
C
S-5
3
D2
B
TOP
2'-1" LAP(TYP.)
2'-1" LAP(TYP.)
(21) 'SLBT1' SHEETS
(21) 'SLBT1' SHEETS
(21) 'SLBT1' SHEETS
(21) 'SLBT1' SHEETS
(4) 'SLBT2' SHEETS (4) 'SLBT2' SHEETS
2 12 'SLBT1' SHEETS
2 12 'SLBT1' SHEETS
214-#7 BARS 8'-7" LONG @ 6" C/C
65-#7
BARS
8'-7
" LONG
@ 6
" C/C
214-#7 BARS 8'-7" LONG @ 6" C/C
65-#7 BARS 8'-7" LONG @ 6" C/C
65-#7
BARS
8'-7
" LONG
@ 6
" C/C
86
-#7 B
ARS 8
'-7" L
ONG
@ 6
" C/C
86-#
7 B
ARS 8
'-7" L
ONG
@ 6
" C/C
53-#7 BARS 8'-7" LONG @ 6" C/C
97-#
7 B
ARS 8
'-7" L
ONG
@ 6
" C/C
153-#
7 B
ARS 8
'-7" L
ONG
@ 6
" C/C
49-#7 BARS 8'-7" LONG @ 6" C/C
38-#7 BARS 8'-7" LONG @ 6" C/C
227-#9 BARS 12'-0" LONG @ 6" C/C
SLAB TO BE MONOLITHICALLY
POURED
(1)SLBT1 SHEET
S3Scale
Drawn By
1/8"=1'-0"
XXX
Drawing No.
Checked By
XXX
Project No.
20XX-XXXX
31
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GENERAL NOTES:
1. Lap splices calculated in accordance with ACI 318 12.15 & 12.2.3.
2. All welded wire reinforcement material to be deformed wire mesh manufactured in sheets in accordance with ASTM A1064.
3. Cut wwr to fit at openings, penetrations and elevation changes if required.
4. Fy = 80,000 psi @ 0.35% strain.
POUR #1
POUR #2
POUR #3
POUR #4
POUR #5
POUR #6
POUR #7
POUR #8
POUR #9
POUR #10
POUR #11
POUR #12
POUR #13
POUR #14
POUR #15
POUR #16
POUR #17
POUR #18
POUR #19
POUR #20
POUR #21
POUR #22
change in pour height
change in pour height
change in pour height
change in pour height
change in pour height
change in pour height
T.O.W.W.=321.25
SEE DETAIL F/D1 SEE DETAIL F/D1
SEE DETAIL F/D1
SEE SECTION C/D3
SEE DETAIL F/D1
SEE DETAIL F/D1SEE DETAIL F/D1
SEE DETAIL F/D1
SEE SECTION C/D3
SEE SECTION C/D3
SEE DETAIL D/D3 SEE DETAIL D/D3
(MIR.)
SEE DETAIL D/D3
SEE DETAIL E/D3
SEE SECTION G/D1
SEE SECTION G/D1
SEE DETAIL G/D3
SEE SECTION F/D3
SEE DETAIL H/D3
W2
A
W2
A
W2
B
W2
B
W2
D
W2
D
W2
B
W2
B
W2
B
W2
B
W2
A
W2
A
W3
E
W3
E
W3
F
W3
F
W3
G
W4
G
W4
H
W4
H
W4
J
W4
J
W4
K
W4
K
W4
L
W4
L
W4
M
W4
M
W5
N
W5
N
W5
O
W5
O
W5
P
W5
P
W5
Q
W5
Q
SEE DRIVE END
PEDESTAL
DETAILS
SEE DRIVE END
PEDESTAL
DETAILS
SEE DRIVE END
PEDESTAL
DETAILS
SEE BEARING
END PEDESTAL
DETAILS
SEE BEARING
END PEDESTAL
DETAILS
DETAIL A/D7 DETAIL A/D7
DETAIL A/D7
DETAIL A/D7
(MIR.)
(MIR.)
W2
C
W2
C
SEE DETAIL A/D3
WEIR BLOCK
SUPPORT (TYP.)
16'-10"
6'-2"
16'-1
0"
3'-0"
1'-3"
1'-3" 1'-4"
1'-4"
1'-3"
1'-3"
6'-2"
W1Scale
Drawn By
1/8"=1'-0"
XXX
Drawing No.
Checked By
XXX
Project No.
20XX-XXXX
31
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GENERAL NOTES:
1. Lap splices calculated in accordance with ACI 318 12.15 & 12.2.3.
2. All welded wire reinforcement material to be deformed wire mesh manufactured in sheets in accordance with ASTM A1064.
3. Cut wwr to fit at openings, penetrations and elevation changes if required.
4. Fy = 80,000 psi @ 0.35% strain.
8
1
2
-'DWL1B' SHEETS O.F.
8
1
2
-'DWL1A' SHEETS O.F.
32-'W1' SHEETS
1
2
E.F.
2
1
2
-'DWL1B' SHEETS O.F.
2
1
2
-'DWL1A' SHEETS O.F.
8 -'W1' SHEETS
1
2
E.F.
T.O.W. EL.=319.67
FLOOR EL.=303.00
T.O.W. EL.=319.67
FLOOR EL.=303.00
BUTT 'DWL1A' & 'DWL1B' SHEETS
END-TO-END
BUTT 'DWL1A' & 'DWL1B' SHEETS
END-TO-END (TYP.)(25)#7M
K700 @
8" O
.F
.
(25)#7M
K701 @
8" I.F
.
(25)#7M
K700 @
8" O
.F
.
(25)#7M
K701 @
8" I.F
.
SECTION
A
W2
(209) #900MK @ 6" V.I.F.
SECTION
B
W2
#7M
K700 @
8" O
.F
.
#7M
K701 @
8" I.F
.
(62) #900MK @ 6" V.I.F.
18-'DWL1A' SHEETS
1
2
E.F.
T.O.W. EL.=319.67
FLOOR EL.=303.00
BUTT 'DWL1A' & 'DWL1B' SHEETS
END-TO-END (TYP.)
SECTION
D
(215) #900MK @ 6" V.I.F.
(50) #7 @ 8" C/C 14'-8" LONG
1
2
E.F.(SEE DETAIL D/D3)
(25) #7MK705 @ 8" C/C
(SEE DETAIL D/D3)
(25) #7MK706 @ 8" C/C
(SEE DETAIL D/D3)
(50) #7 @ 8" C/C 14'-8" LONG
1
2
E.F.(SEE DETAIL D/D3)
(25) #7MK705 @ 8" C/C
(SEE DETAIL D/D3)
(25) #7MK706 @ 8" C/C
(SEE DETAIL D/D3)
(25)#7M
K700 @
8" O
.F
.
(25)#7M
K701 @
8" I.F
.
3-PLACES
4-'DWL1B' SHEETS
1
2
E.F.
4-'DWL1A' SHEETS
1
2
E.F.
8 -'W1' SHEETS
1
2
E.F.
T.O.W. EL.=319.67
FLOOR EL.=303.00
BUTT 'DWL1A' & 'DWL1B' SHEETS
END-TO-END
SECTION
C
W2
(62) #900MK @ 6" V.I.F.
3-PLACES
#7M
K705 @
8" I.F
.
#7M
K710 @
8" O
.F
.
10-'W1' SHEETS
1
2
E.F.
10-'W1' SHEETS
1
2
E.F.
2-PLACES
(25)#7M
K700 @
8" O
.F
.
(25)#7M
K701 @
8" I.F
.
#7M
K705 @
8" I.F
.
#7M
K710 @
8" O
.F
.
#7M
K700 @
8" O
.F
.
#7M
K701 @
8" I.F
.
W2
W2Scale
Drawn By
3/16"=1'-0"
XXX
Drawing No.
Checked By
XXX
Project No.
20XX-XXXX
31
4 M
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B
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A 1
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GENERAL NOTES:
1. Lap splices calculated in accordance with ACI 318 12.15 & 12.2.3.
2. All welded wire reinforcement material to be deformed wire mesh manufactured in sheets in accordance with ASTM A1064.
3. Cut wwr to fit at openings, penetrations and elevation changes if required.
4. Fy = 80,000 psi @ 0.35% strain.
4-'DWL1B' SHEETS
O.F.
4-'DWL1A' SHEETS
O.F.
16'-8
"
1'-8"
T.O.W. EL.=319.67
FLOOR EL.=303.00
BUTT 'DWL1A' & 'DWL1B' SHEETS
END-TO-END (TYP.)
SECTION
E
(99) #900MK @ 6" V.I.F.
2'-2" LAP(TYP.)
W3
(25)#7M
K700 @
8" O
.F
.
(25)#7M
K701 @
8" I.F
.
(50) #7 @ 8" C/C 14'-8" LONG
1
2
E.F.(SEE DETAIL D/D3)
(24) #7MK706 @ 8" C/C
(SEE DETAIL D/D3)
T.O.W.W. EL.=320.17
(25) #7MK705 @ 8" C/C
(SEE DETAIL D/D3)
(24) #7 @ 8" C/C 14'-9" LONG
HORIZ. I.F. (SEE DETAIL G/D3)
(24) #7 @ 8" C/C 13'-1" LONG
HORIZ. O.F. (SEE DETAIL G/D3)
(24) #7MK706 @ 8" C/C
(SEE DETAIL G/D3)
(25) #7MK705 @ 8" C/C
(SEE DETAIL G/D3)
(50) #7 @ 8" C/C 14'-8" LONG
1
2
E.F.(SEE DETAIL D/D3)
(25)#7M
K703 @
8" O
.F
.
(25)#7M
K704 @
8" I.F
.
(42) #7 @
8" C
/C
12'-6"
LO
NG
H
OR
IZ
.
1 2
E
.F
.
2-'DWL1B' SHEETS
O.F.
2-'DWL1A' SHEETS
O.F.
(43) #900MK @ 6" V.I.F.
4-'DWL1B' SHEETS
O.F.
4-'DWL1A' SHEETS
O.F.
(91) #900MK @ 6" V.I.F.
'DWL4' SHEETS
(SEE DWG WW1)
T.O.W.W. EL.=321.25
T.O.W. EL.=319.67
24-'W2' SHEETS
1
2
E.F.
8-'W2' SHEETS
1
2
EF.
(416) #9MK901 BARS @ 6" C/C
1
2
E.F.
'DWL3' SHEETS
1
2
E.F. (SEE DWG WW1)
(36)#5MK500 @ 12" C/C
1
2
E.F. SEE DETAIL B/D2
SEE PEDESTAL
DETAILS
(25) #7M
K705
@
8" I.F
.
(25)#7M
K710 @
8" O
.F
.
(52) #7M
K708 @
8"
1 2
E
.F
.
(52) #7M
K709 @
8"
1 2
E
.F
.
SECTION
F
W3
10-'W1' SHEETS
1
2
E.F.
4-'W1' SHEETS
1
2
E.F.
4-'W2' SHEETS
1
2
E.F.
10-'W2' SHEETS
1
2
E.F.
2-'W2' SHEETS
1/2 E.F.
1'-8"
16'-8
"
18'-3
"
1'-8"
2' -2" 'W2' LAP
(TYP.)
2' - 2" LAP
(TYP.)
FLOOR EL.=303.00
(44) #7M
K708 @
8"
1 2
E
.F
.
(44) #7M
K709 @
8"
1 2
E
.F
.
1'-2" 'DWL3' LAP
(TYP.)
1' - 2" 'DWL4' LAP
(TYP.)
(14)#6MK600 @ 12" C/C
1
2
E.F. SEE DETAIL D/D2
W3Scale
Drawn By
3/16"=1'-0"
XXX
Drawing No.
Checked By
XXX
Project No.
20XX-XXXX
31
4 M
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GENERAL NOTES:
1. Lap splices calculated in accordance with ACI 318 12.15 & 12.2.3.
2. All welded wire reinforcement material to be deformed wire mesh manufactured in sheets in accordance with ASTM A1064.
3. Cut wwr to fit at openings, penetrations and elevation changes if required.
4. Fy = 80,000 psi @ 0.35% strain.
SECTION
G
W4
T.O.W. EL.=320.17
17'-2
"
1'-8"
14-'W4' SHEETS
1
2
E.F.
6-'W4' SHEETS
1
2
E.F.
(52) #7 @ 8" C/C 12'-6" LONG
HORIZ. E.F.
(26)#7M
K703 @
8" O
.F
.
(26)#7M
K704 @
8" I.F
.
(25)#7M
K703 @
8" O
.F
.
(25)#7M
K704 @
8" I.F
.
17'-2
"
1'-8"
(139) #900MK @ 6" V.I.F.
4-'DWL1A' SHEETS
O.F.
4-'DWL1B' SHEETS
O.F.
2-'DWL1A' SHEETS
O.F.
2-'DWL1B' SHEETS
O.F.
(58) #9MK901 BARS @ 6" C/C
1
2
E.F.
(52)#7M
K702 @
8"
1 2
E
.F
.
4-'W4' SHEETS
1
2
E.F.
SECTION
H
W4
1'-8" 15'-0"
T.O.W. EL.=320.17
(50)#7M
K702 @
8"
1 2
E
.F
.
2'-2" LAP(TYP.)
2' - 2" LAP(TYP.)
2'-2" LAP(TYP.)
SECTION
J
W4
1'-8"
17'-2
"
T.O.W. EL.=320.17
1'-8"15'-0"
(58) #9MK901 BARS @ 6" C/C
1
2
E.F.
4-'W4' SHEETS
1
2
E.F.
(50)#7M
K702 @
8"
1 2
E
.F
.
(26)#7M
K703 @
8" O
.F
.
(26)#7M
K704 @
8" I.F
.
2'-2" LAP(TYP.)
17'-0"1'-8"
1'-8"
17'-2
"
5-'W4' SHEETS
1
2
E.F.
SECTION
K
W4
1'-8"
SECTION
L
W4
#7M
K705 @
8" C
/C
(S
EE
D
ET
AIL D
/D
3)
#7M
K706 @
8" C
/C
(S
EE
D
ET
AIL D
/D
3)
#7M
K708 @
8"
1 2
E
.F
.
#7M
K709 @
8"
1 2
E
.F
.
#7M
K707 @
8" C
/C
(S
EE
D
ET
AIL E
/D
3)
INSIDE FACE REINF. ONLY
T.O.W. EL.=320.17
T.O.W.W. EL.=322.00
SEE W.W. REINF. DETAIL E/D2
SECTION
L
W4
#7M
K705 @
8" C
/C
(S
EE
D
ET
AIL D
/D
3)
#7M
K706 @
8" C
/C
(S
EE
D
ET
AIL D
/D
3)
#7M
K708 @
8"
1 2
E
.F
.
#7M
K709 @
8"
1 2
E
.F
.
#7M
K707 @
8" C
/C
(S
EE
D
ET
AIL E
/D
3)
OUTSIDE FACE REINF. ONLY
T.O.W.W. EL.=322.00
SEE W.W. REINF. DETAIL E/D2
4-'W1' SHEETS
INSIDE FACE ONLY
2-'W2' SHEETS
1
2
O.F.
2-'W2' SHEETS
O.F.
18'-0
"
1'-8"
2'-2" LAP(TYP.)
2'-2" LAP(TYP.)
2-'W2' SHEETS
0.F.
2-'W2' SHEETS
0.F.
2-'W1' SHEETS
O.F.
SECTION
M
W4
#7M
K705 @
8" C
/C
(S
EE
D
ET
AIL D
/D
3)
#7M
K706 @
8" C
/C
(S
EE
D
ET
AIL D
/D
3)
#7M
K708 @
8"
1 2
E
.F
.
#7M
K709 @
8"
1 2
E
.F
.
(26) #7M
K707 @
8" C
/C
(S
EE
D
ET
AIL E
/D
3)
INSIDE FACE REINF. ONLY
T.O.W.W. EL.=322.00
SEE W.W. REINF. DETAIL E/D2
SECTION
M
W4
#7M
K705 @
8" C
/C
(S
EE
D
ET
AIL D
/D
3)
#7M
K706 @
8" C
/C
(S
EE
D
ET
AIL D
/D
3)
#7M
K708 @
8"
1 2
E
.F
.
#7M
K709 @
8"
1 2
E
.F
.
#7M
K707 @
8" C
/C
(S
EE
D
ET
AIL E
/D
3)
OUTSIDE FACE REINF. ONLY
2-'W2' SHEETS
1
2
O.F.
2-'W2' SHEETS
O.F.
19'-0
"
1'-8"
2'-2" LAP(TYP.)
2-'W2' SHEETS
0.F.
2-'W2' SHEETS
0.F.
2-'W1' SHEETS
O.F.
1
1
2
-'DWL1A' SHEETS
O.F.
1
1
2
-'DWL1B' SHEETS
O.F.
(33) #9MK900 BARS @ 6" C/C
I.F.
(57) #9MK901 BARS @ 6" C/C
I.F.
(57) #9MK901 BARS @ 6" C/C
I.F.
(44) #9MK901 BARS @ 6" C/C
O.F.(44) #9MK901 BARS @ 6" C/C
O.F.
'DWL4' SHEETS
(SEE DWG WW1)
SEE W.W. REINF. DETAIL E/D2
2'-2" LAP(TYP.)
T.O.W.W. EL.=322.00
'DWL4' SHEETS
(SEE DWG WW1)
W4Scale
Drawn By
3/16"=1'-0"
XXX
Drawing No.
Checked By
XXX
Project No.
20XX-XXXX
31
4 M
ain
S
tre
et, S
uite
B
Su
ga
rlo
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A 1
82
49
Ph
on
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70
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x: 5
70
.5
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782
ww
w.o
rtizen
gin
eere
d.co
m
DA
TE
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SC
RIP
TIO
N
XX
XX
XX
. X
X, 2
0X
X
Pro
je
ct
Dra
win
g T
itle
Clie
nt
XX
XX
XX
XX
XX
XX
X
XX
XX
, X
X X
XX
XX
XX
XX
XX
XX
XX
XX
XX
, X
X X
XX
XX
OX
ID
AT
IO
N D
IT
CH
W
ALL
ELE
VA
TIO
NS
GENERAL NOTES:
1. Lap splices calculated in accordance with ACI 318 12.15 & 12.2.3.
2. All welded wire reinforcement material to be deformed wire mesh manufactured in sheets in accordance with ASTM A1064.
3. Cut wwr to fit at openings, penetrations and elevation changes if required.
4. Fy = 80,000 psi @ 0.35% strain.
SECTION
W5
INSIDE FACE REINF. ONLY
N
4-'W1' SHEETS
INSIDE FACE ONLY
T.O.S. EL.=319.67
#7M
K705 @
8" C
/C
(S
EE
D
ET
AIL H
/D
3)
#7M
K706 @
8" C
/C
(S
EE
D
ET
AIL H
/D
3)
#7M
K708 @
8"
1 2
E
.F
.
#7M
K709 @
8"
1 2
E
.F
.
(26) #7M
K707 @
8" C
/C
(S
EE
D
ET
AIL G
/D
3)
SECTION
W5
OUTSIDE FACE REINF. ONLY
N
3-'W1' SHEETS
OUTSIDE FACE ONLY
T.O.S. EL.=319.67
#7M
K705 @
8" C
/C
(S
EE
D
ET
AIL H
/D
3)
#7M
K706 @
8" C
/C
(S
EE
D
ET
AIL H
/D
3)
#7M
K708 @
8"
1 2
E
.F
.
#7M
K709 @
8"
1 2
E
.F
.
#7M
K707 @
8" C
/C
(S
EE
D
ET
AIL G
/D
3)
SECTION
W5
INSIDE FACE REINF. ONLY
O
4-'W1' SHEETS
INSIDE FACE ONLY
T.O.S. EL.=319.67
#7M
K705 @
8" C
/C
(S
EE
D
ET
AIL H
/D
3)
#7M
K706 @
8" C
/C
(S
EE
D
ET
AIL H
/D
3)
#7M
K708 @
8"
1 2
E
.F
.
#7M
K709 @
8"
1 2
E
.F
.
#7M
K707 @
8" C
/C
(S
EE
D
ET
AIL G
/D
3)
SECTION
W5
OUTSIDE FACE REINF. ONLY
O
3-'W1' SHEETS
OUTSIDE FACE ONLY
T.O.S. EL.=319.67
#7M
K705 @
8" C
/C
(S
EE
D
ET
AIL H
/D
3)
#7M
K706 @
8" C
/C
(S
EE
D
ET
AIL H
/D
3)
#7M
K708 @
8"
1 2
E
.F
.
#7M
K709 @
8"
1 2
E
.F
.
#7M
K707 @
8" C
/C
(S
EE
D
ET
AIL G
/D
3)
16
'-8"
1'-8"
16
'-8"
1'-8"
16
'-8"
1'-8"
16
'-8"
1'-8"
SEE PEDESTAL
DETAILS
16'-8
"
1'-8"
22-'W3' SHEETS
1
2
E.F.
8-'DWL2' SHEETS
1
2
E.F.
SEE PEDESTAL
DETAILS
16'-8
"
1'-8"
22-'W3' SHEETS
1
2
E.F.
8-'DWL2' SHEETS
1
2
E.F.
SECTION
W5
INSIDE FACE REINF. ONLY
Q
SECTION
W5
INSIDE FACE REINF. ONLY
P
(57) #9MK901 BARS @ 6" C/C
I.F.
(57) #9MK901 BARS @ 6" C/C
I.F.
(45) #9MK901 BARS @ 6" C/C
O.F.
(45) #9MK901 BARS @ 6" C/C
O.F.
W5Scale
Drawn By
3/16"=1'-0"
XXX
Drawing No.
Checked By
XXX
Project No.
20XX-XXXX
31
4 M
ain
S
tre
et, S
uite
B
Su
ga
rlo
af, P
A 1
82
49
Ph
on
e: 5
70
.5
01
.3
78
0
Fa
x: 5
70
.5
01
.3
782
ww
w.o
rtizen
gin
eere
d.co
m
DA
TE
X
DE
SC
RIP
TIO
N
XX
XX
XX
. X
X, 2
0X
X
Pro
je
ct
Dra
win
g T
itle
Clie
nt
XX
XX
XX
XX
XX
XX
X
XX
XX
, X
X X
XX
XX
XX
XX
XX
XX
XX
XX
XX
, X
X X
XX
XX
OX
ID
AT
IO
N D
IT
CH
W
ALL
ELE
VA
TIO
NS
GENERAL NOTES:
1. Lap splices calculated in accordance with ACI 318 12.15 & 12.2.3.
2. All welded wire reinforcement material to be deformed wire mesh manufactured in sheets in accordance with ASTM A1064.
3. Cut wwr to fit at openings, penetrations and elevation changes if required.
4. Fy = 80,000 psi @ 0.35% strain.
D1
C
D2
ED2
B
TOP
D2
A
TOP
D2
E
TOP
TOP
D2
F
TOP
D2
D
D2
C
(4) 'DWL3' SHEETS
1
2
E.F.
42 #5 BARS 3'-8" LONG @ 12" C/C IN WW BOTTOM
#5 @ 12" CONT. IN WW BOTTOM
5-'D
WL4' S
HE
ET
S B
EN
T IN
TO
W
ALL
(S
EE
D
WG
'W
3')
4
1
2
-'W
W1' S
HE
ET
S B
EN
T IN
TO
W
ALL
20-#5MK500 @ 12" C/C
BENT INTO WALL -
1
2
E.F.
(SEE DETAIL B/D2)
10-#5 BARS @ 12" C/C
11'-6" LONG IN BOTTOM FACE
4
-
'
W
W
1
'
S
H
E
E
T
S
I
N
W
W
1
2
T
@
B
4
-
'
W
W
1
'
S
H
E
E
T
S
I
N
W
W
1
2
T
@
B
1-'W
W1' S
HE
ET
1 2
T
&B
2
-
'
D
W
L
4
'
S
H
E
E
T
S
B
E
N
T
I
N
T
O
W
A
L
L
#5@12" E.W.
T&B
#5@12" E.W.
T&B
T.O.S. = 319.67
T.O.S. = 319.67
T.O.W.W. = 321.25
T.O.W.W. = 321.25
T.O.W.W. = 321.00
T.O.W.W. = 320.17
1
8
-
'
#
4
M
K
4
0
3
S
T
I
R
R
U
P
S
S
E
E
S
E
C
T
I
O
N
E
/
D
2
1
8
-
'
#
4
M
K
4
0
3
S
T
I
R
R
U
P
S
S
E
E
S
E
C
T
I
O
N
E
/
D
2
D2
H
2
-
'
D
W
L
4
'
S
H
E
E
T
S
B
E
N
T
I
N
T
O
W
A
L
L
WW1Scale
Drawn By
1/8"=1'-0"
XXX
Drawing No.
Checked By
XXX
Project No.
20XX-XXXX
31
4 M
ain
S
tre
et, S
uite
B
Su
ga
rlo
af, P
A 1
82
49
Ph
on
e: 5
70
.5
01
.3
78
0
Fa
x: 5
70
.5
01
.3
782
ww
w.o
rtizen
gin
eere
d.co
m
DA
TE
X
DE
SC
RIP
TIO
N
XX
XX
XX
. X
X, 2
0X
X
Pro
je
ct
Dra
win
g T
itle
Clie
nt
XX
XX
XX
XX
XX
XX
X
XX
XX
, X
X X
XX
XX
XX
XX
XX
XX
XX
XX
XX
, X
X X
XX
XX
OX
ID
AT
IO
N D
IT
CH
W
ALL
PLA
N
GENERAL NOTES:
1. Lap splices calculated in accordance with ACI 318 12.15 & 12.2.3.
2. All welded wire reinforcement material to be deformed wire mesh manufactured in sheets in accordance with ASTM A1064.
3. Cut wwr to fit at openings, penetrations and elevation changes if required.
4. Fy = 80,000 psi @ 0.35% strain.
SECTION
(1/S-5 WHERE T.O.W. EL=319.67)
1'-8"
1'-8
"1
6'-8
"
#7 BAR 8'-7" LONG
T.O.W. EL.=319.67
FLOOR EL.=303.00
3" CLR.
(TYP.)
(TYP.)
3/4" CHAMFER (TYP.)
#9MK900 @ 6"
O.C. V.I.F.
5'-2"
4'-6
"
4'-6
"
D22 @ 4" C/C
E.W.
D22 @ 4" C/C
E.W.
D24.8 @ 6" C/C
HORIZ. E.F.
D22 @ 4" C/C
VERT. E.F.
'DWL1A' SHEETS (BENT
INTO WALL O.F.)
'DWL1B' SHEETS
(WALL O.F.)
D30@4" C/C
D30 @4" C/C
'W1' SHEETS E.F.
@ 6" O.C.
'SLB_' SHEETS
(T&B) SEE PLAN
NOTES:
AT EXTERIOR WALL 45° CORNERS, EXTEND
TOP & BOTTOM MATS ('SLB_' SHEETS) TO
OUTER EDGE OF BASE SLAB AND PLACE #7 @
6" C/C HORIZ. (AS SHOWN IN SECTION ABOVE)
DIRECTLY BENEATH 'SLB' TOP MAT.
2" CLR. (TYP.)
(TYP.)
3" CLR.
1'-8"
1'-8
"17'-2
"
#7 BAR 8'-7" LONG
T.O.W. EL.=320.17
FLOOR EL.=303.00
3" CLR.
2" CLR.
(TYP.) 2" CLR.
(TYP.)
3/4" CHAMFER (TYP.)
#9MK901 @ 6" @ 6" O.C.
V.I.F.
5'-2"
4'-6
"
4'-6
"
D22 @ 4" C/C
E.W.
D22 @ 4" C/C E.W.
D24.8 @ 6" C/C
HORIZ. E.F.
D22 @ 4" C/C
VERT. E.F.
'DWL1A' SHEETS
(BENT INTO
WALL O.F.)
'DWL1B' SHEETS
(WALL O.F.)
D30 @
4" C/C
D30 @
4" C/C
'W4' SHEETS E.F.
@ 6" O.C.
'SLB_' SHEETS
(T&B) SEE PLAN
2" CLR.
(TYP.)
(TYP.)
3" CLR.
1'-0"
4'-0"
2'-0"
T.O. WALKWAY EL.=321.25
2" CLR.
(TYP.) 2" CLR.
(TYP.)
FLOOR EL.=303.00
'W2' SHEETS E.F.
#9MK901 @ 6" @ 6" O.C.
E.F.
4'-0" HOOK4'-0" HOOK
5'-2" (TYP.)5'-2" (TYP.)
2" CLR. (TYP.)
3" CLR.
(TYP.)
'SLB_' SHEETS
(T&B) SEE PLAN
D22 @ 4" C/C
E.W.
D22 @ 4" C/C
E.W.
4'-6
"
4'-6
"
D22 @ 4" C/C
VERT. E.F.
D24.8 @ 6" C/C
HORIZ. E.F.
#5 BAR @ 12" C/C
E.W. (BOTTOM)
'SLB_' SHEETS
(T&B) SEE PLAN
'DWL3' SHEETS
E.F.
D11.7 @ 6"
E.F.
18'-3
"1'-8
"
2'-4
"(T
YP.)
2" CLR.
(TYP.)
2" CLR.
(TYP.)
FLOOR EL.=303.00
'W2' SHEETS E.F.
#9MK901 @ 6" @ 6" O.C.
E.F.
4'-0" HOOK4'-0" HOOK
5'-2" (TYP.)5'-2" (TYP.)
3" CLR.
(TYP.)
'SLB_' SHEETS
(T&B) SEE PLAN
D22 @ 4" C/C
E.W.
D22 @ 4" C/C
E.W.
4'-6
"
4'-6
"
D22 @ 4" C/C
VERT. E.F.
D24.8 @ 6" C/C
HORIZ. E.F.
'SLB_' SHEETS
(T&B) SEE PLAN
1'-8"
3/4" CHAMFER (TYP.)
T.O.W. EL.=319.67
16'-8
"1'-8
"
1'-0"
1'-8
"16'-8
"
'W3' SHEETS E.F.
2" CLR.
(TYP.)
2" CLR.
(TYP.)
D11.7 @ 6" C/C
VERT. E.F.
D14 @ 6" C/C
HORIZ. E.F.
D22 @ 4" C/C
E.W.
D22 @ 4" C/C
E.W.
'DWL2' SHEETS E.F.
D11.7 @ 6" C/C
T.O.W. EL.=319.67
FLOOR EL.=303.00
2"
'SLB_' SHEETS
(T&B) SEE PLAN
1'-10" HOOK
2'-6
"(T
YP.)
1'-10" HOOK
3/4" CHAMFER (TYP.)
6'-6" HOOK
A
D1
SECTION
(1/S-5 WHERE T.O.W. EL=320.17)
B
D1
SECTION
(2/S-5 W/ WALKWAY)
C
D1
SECTION
(2/S-5 W/O WALKWAY)
D
D1
SECTION
(3/S-5 - STRAIGHT PORTIONS)
E
D1
DETAIL
(5/S-5)
G
D1
#9 BAR 12'-0" LONG
@ 6" O.C.(T&B)
#9 BAR 12'-0" LONG
@ 6" O.C.(T&B)
DETAIL
(4/S-5)
F
D1
#7MK700 @ 8" C/C
HORIZ. O.F.
#7MK701 @ 8" C/C
HORIZ. I.F.
'W1' SHEETS
E.F.
'W1' SHEETS
E.F.
5'-2" (TYP.EACH LEG E.F.)
D24.8 @ 6" C/C
HORIZ. E.F.
D24.8 @ 6" C/C
HORIZ. E.F.
D22 @ 4" C/C
VERT. E.F.
D22 @ 4" C/C
VERT. E.F.
#7 BARS @ 8" C/C
12'-6" LONG HORIZ.
E.F.
4'-1
" HO
OK
4'-1
" HO
OK
'W3' SHEETS
E.F.
'W3' SHEETS
E.F.
'W3' SHEETS
E.F.
#7MK702 @ 8" C/C
HORIZ. E.F.
17-ADD'L #6 BARS 17'-0"
14-ADD'L #6 BARS 16'-4"
LONG @ 6" C/C VERT.
LONG @ 6" C/C VERT.
#6@6"
CONT. TOP
7-PLACES
2-PLACES
D1Scale
Drawn By
3/8"=1'-0"
XXX
Drawing No.
Checked By
XXX
Project No.
20XX-XXXX
31
4 M
ain
S
tre
et, S
uite
B
Su
ga
rlo
af, P
A 1
82
49
Ph
on
e: 5
70
.5
01
.3
78
0
Fa
x: 5
70
.5
01
.3
782
ww
w.o
rtizen
gin
eere
d.co
m
DA
TE
X
DE
SC
RIP
TIO
N
XX
XX
XX
. X
X, 2
0X
X
Pro
je
ct
Dra
win
g T
itle
Clie
nt
XX
XX
XX
XX
XX
XX
X
XX
XX
, X
X X
XX
XX
XX
XX
XX
XX
XX
XX
XX
, X
X X
XX
XX
OX
ID
AT
IO
N D
IT
CH
D
ET
AILS
GENERAL NOTES:
1. Lap splices calculated in accordance with ACI 318 12.15 & 12.2.3.
2. All welded wire reinforcement material to be deformed wire mesh manufactured in sheets in accordance with ASTM A1064.
3. Cut wwr to fit at openings, penetrations and elevation changes if required.
4. Fy = 80,000 psi @ 0.35% strain.
4'-0"
2'-4
"
2" CLR.1'-0"
T.O. WALKWAY EL.=320.17
'W4' SHEETS E.F.
D22 @ 4" C/C
VERT. E.F.
D24.8 @ 6" C/C
HORIZ. E.F.
D11.7@6" E.W. E.F.
'WW1' SHEETS BOTTOM
'DWL4' SHEETS
TOP
3/4" CHAMFER (TYP.)
1'-0"
12'-0"
6'-0"
T.O. WALKWAY EL.=321.25
'W2' SHEETS E.F.
D22 @ 4" C/C
VERT. E.F.
#5 BAR @ 12"
C/C (T&B)
D11.7 @ 6"
E.F.
2'-4
"(T
YP.)
2" CLR.
2" CLR.#5MK500 @ 12"
C/C E.F.
#5 BAR @ 12" C/C (BOTTOM)
D24.8 @ 6" C/C
HORIZ. E.F.
1'-8"
3/4" CHAMFER (TYP.)
3'-2
"
7'-3"
1'-0"
3" CLR.
2'-2
"
1'-0"
T.O.W. EL. = 320.17
T.O.S. EL. = 318.00
T.O. ADJ. SLAB EL. = 319.67
18-#4MK402 STIRRUPS
@ 10" C/C
#5@10" C/C
H.E.F.
64-#5MK501@12" C/C E.WALL E.F.
#4MK401 @ 10" C/C TOP
#4 @ 10" C/C BOTTOM
#5 BAR @ 10"
C/C (T&B)
1'-0"
(2)#6 19'-8" LONG
(2)#6 19'-8" LONG
3'-2
"
7'-3"
5'-3"1'-0"
3" CLR.
2'-2
"
1'-0"
T.O.S. EL. = 318.00
T.O. ADJ. SLAB EL. = 319.67
7-#4MK402 STIR.
@ 10" C/C
8-#5 BARS 19'-8"
LONG @ 10" C/C H.E.F.
#4MK401 @ 10" C/C TOP
#4 @ 10" C/C BOTTOM
2'-4
"
5'-6
"
#5 BAR @ 10"
C/C (T&B)
T.O.W. EL. = 322.50
2" (HOLD)
28-#4 BAR @ 10" C/C
4'-0" LONG VERT.
E. WALL E.F.
(2)#6 CONT. (2)#6 CONT.
(2)#6 CONT.
(2)#6 CONT.
D22 @ 6"
V.E.F.
D24.8 @ 6" C/C
HORIZ. E.F.
8-#6MK600 @ 6"
C/C E.F.
'W2' SHEETS E.F.
SECTION
(6/S-5)
A
D2 SECTION
(7/S-5)
B
D2
SECTION
(1/S-6)
C
D2
SECTION
(2/S-6)
D
D2
INLET DISTRIBUTOR BOX
G
D2
1'-3"8'-6"
6'-0"
2'-1
0"
1'-8
"
1'-0"
9'-9"
(2)#5 CONT.
AT TOP OF WALL
(2)#5 CONT.
AT TOP OF WALL
(4)#5 8'-3" LONG
AT TOPS OF WALLS
SECTION
28-#4MK401 @ 10" C/C TOP
28-#4 6'-11" LONG @ 10" C/C BOTTOM
14-#5 BARS 6'-9"
LONG @ 10" C/C
T&B
8-#4MK404 @ 10" C/C
4-#5MK503 ADD'L
BAR E.F. EACH
WALL
4-#5MK504 ADD'L BAR
E.F.-EACH WALL
12-#5 6'-11" LONG @ 10" C/C
E.F.
2-#5 CONT. BARS
SLOT FOR
DIVIDING WALL
8-#4 X 4'-0" DIAG.
BAR E.F. (TYP.)
SEE SECTIONS C & D
THIS SHEET FOR WALL REINF.
#6 BAR E.F.
SEE SECTION
C/D2
10-#5MK505 @ 10" C/C
10-#5MK506 @ 10" C/C
10-#5MK507 @ 10" C/C
10-#5MK508 @ 10" C/C
11-#5 BARS 6'-11" LONG
( 1/2 EACH WALL)
@ 10" C/C
4-#5 BARS 6'-11" LONG
NOSING BARS
(2)#6 22'-8" LONG
(2)#6 22'-8" LONG
4-#5 BARS 5'-2"
LONG @ 10" C/C H.E.F.
4-#5 BARS 8'-2"
LONG @ 10" C/C H.E.F.
10-#5MK509@10"
4'-0"
1'-0"2'-6
"2
'-9"
1'-8"
TOP OF WALKWAY EL = 322.00
(2)#7 BARS 23'-2" LONG
(CENTER IN BEAM
BETWEEN TOP AND
BOTTOM BARS)
(8)#7 BARS 23'-2" LONG T&B
(EXTEND BARS 38" BEYOND
EACH END OF WAL OPENING)
'WW1' SHEETS
BOTTOM
#4MK403 @ 12" C/C
'DWL4' SHEETS
TOP
WALL LINE
(BEYOND)
'W2' SHEETS E.F.
D24.8 @ 6" C/C
HORIZ. E.F.
D22 @ 4"
V.E.F.
SECTION
(4/S-6)
E
D2
2-PLACES
D11.7@6" E.W. (T&B)
TOP OF OPENING EL = 319.50
SECTION
(6/S-6)
H
D2
4-PLACES
EL = 319.50
EL = 316.75
(2) #6MK601 W/ 26" HOOK
WEIR SUPPORT BLOCK
AT END OF EACH BAR INTO
SUPPORTING WALL
(6) #5MK502 W/ STANDARD
90° HOOK AT END OF EACH
HORIZ. BAR INTO
SUPPORTING WALL
(3) #5MK512 BARS
@ 9" O.C.
D2Scale
Drawn By
3/8"=1'-0"
XXX
Drawing No.
Checked By
XXX
Project No.
20XX-XXXX
31
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GENERAL NOTES:
1. Lap splices calculated in accordance with ACI 318 12.15 & 12.2.3.
2. All welded wire reinforcement material to be deformed wire mesh manufactured in sheets in accordance with ASTM A1064.
3. Cut wwr to fit at openings, penetrations and elevation changes if required.
4. Fy = 80,000 psi @ 0.35% strain.
PLAN
A
D3
(5/S-6 - EFFLUENT BOX)
1'-8" LAP(TYP.)
21'-6
"
1'-0"
5'-1
0"
1'-0"
1'-0"
1'-0"
1'-8" 7'-0"
6'-0" 1'-0"
1'-0" (TYP.)
D3
B
SECTION
B
D3
(EFFLUENT BOX)
1'-0"
1'-8
"1
6'-8
"
'W6' SHEETS E.F.
2" CLR.
(TYP.)
2" CLR.
(TYP.)
D11.7 @ 6" C/C
VERT. E.F.
D14 @ 6" C/C
HORIZ. E.F.
D22 @ 4" C/C
E.W. (T&B)
70-#5MK511
@12" C/C V.E.F.
T.O.W. EL.=319.67
FLOOR EL.=303.00
'SLB_' SHEETS
(T&B) SEE PLAN
1'-10" HOOK 1'-10" HOOK
3/4" CHAMFER (TYP.)
2'-6
"(T
YP.)
2'-0"
42-#5MK510 @ 10"
HORIZ. E.F.
42-#5MK510 @ 10"
HORIZ. E.F.
42-#5MK510 @ 10"
HORIZ. E.F.
42-#5MK510 @ 10"
HORIZ. E.F.
84-#5MK510 @ 10"
HORIZ. E.F.
84-#5MK510 @ 10"
HORIZ. E.F.
84-#5MK510 @ 10"
HORIZ. E.F.
84-#5MK510 @ 10"
HORIZ. E.F.
CORNER
C
D3
DETAIL
#7MK704 @ 8" C/C
HORIZ. I.F.
#7MK703 @ 6" C/C
HORIZ. O.F.
'W3' SHEETS E.F.
'W3' SHEETS E.F.
INTERSECTION
D
D3
DETAIL
#7 BARS @ 8" C/C
14'-8" LONG HORIZ.
E.F.
#7MK705 @ 8" C/C
HORIZ.
#7MK706 @ 6" C/C
HORIZ.
'W_' SHEETS E.F.
'W_' SHEETS E.F.
'W_' SHEETS E.F.
INTERSECTION
E
D3
DETAIL
#7MK707 @ 8" C/C
HORIZ.
#7MK709 @ 8"
C/C HORIZ.
5'-2" (TYP.EACH WALL E.F.)
5'-2" (TYP.
EACH WALL E.F.)
5'-2
" (TY
P.EA
CH W
ALL
E.F
.
5'-2" (TYP.
EACH WALL E.F.)
#7MK708 @ 8"
C/C HORIZ.
5'-2" (TYP.WACH WALL E.F.)
'W_' SHEETS E.F.
'W_' SHEETS E.F.
'W_' SHEETS E.F.
5'-2" (TYP.
EACH WALL E.F.)
5'-2
" (TY
P.EA
CH W
ALL
E.F
.
#7MK710 @ 8" C/C
HORIZ.
#7MK705 @ 8" C/C
HORIZ.
#7 BARS @ 8" C/C
15'-4" LONG HORIZ.
E.F.
INTERSECTION
F
D3
DETAIL
INTERSECTION
G
D3
DETAIL
5'-2
" (TY
P.EA
CH W
ALL
E.F
.
#7MK705 @ 8" C/C
HORIZ.
#7MK706 @ 8" C/C
HORIZ.
#7 BARS @ 8" C/C
13'-1" LONG HORIZ.
O.F.
#7 BARS @ 8" C/C
14'-9" LONG HORIZ.
I.F.
#7MK702 @ 8" C/C
HORIZ. E.F.
INTERSECTION
H
D3
DETAIL
#7MK707 @ 8" C/C
HORIZ.
#7MK709 @ 8"
C/C HORIZ.
5'-2" (T
YP.
EACH
WAL
L E.F.
)
#7MK708 @ 8"
C/C HORIZ.
5'-2" (TYP.WACH WALL E.F.)
6-'W
3' S
HEE
TS1 2 E
.F.
2-'W5' SHEETS
1/2 E.F.
2-'W5' SHEETS
1/2 E.F.
2-'W5' SHEETS
1/2 E.F.
2-'W5' SHEETS
1/2 E.F.
12-ADD'L #6 BARS
28-ADD'L #6 BARS
24-ADD'L #6 BARS 17'-9"
30-ADD'L #6 BARS
26-ADD'L #6 BARS 13'-8"
3-PLACES
17'-0" LONG @ 8" C/C
16'-4" LONG @ 8" C/C
40-ADD'L #6 BARS 17'-0" LONG @ 6" C/C
17'-0" LONG @ 6" C/C
LONG @ 6" C/C
3-PLACES
LONG @ 6" C/C
D3Scale
Drawn By
3/8"=1'-0"
XXX
Drawing No.
Checked By
XXX
Project No.
20XX-XXXX
31
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GENERAL NOTES:
1. Lap splices calculated in accordance with ACI 318 12.15 & 12.2.3.
2. All welded wire reinforcement material to be deformed wire mesh manufactured in sheets in accordance with ASTM A1064.
3. Cut wwr to fit at openings, penetrations and elevation changes if required.
4. Fy = 80,000 psi @ 0.35% strain.
DRIVE END PEDESTAL
B
D4SECTION
SEE WALL SECTIONS
FOR WALL REINF.
2'-4
" HO
OK
25-#7 TYPE 1DOWEL BAR SPICERS W/ DOWEL-INS @ 6" C/C TOP
#7MK711-715 @ 6" C/C
AS SHOWN IN PLAN (THIS SHEET)
#7 DOWEL BAR SPLICER
TYPE 1 @ 6" C/C
#7DOWEL BAR SPLICER
TYPE 2 @ 6" C/C
25-#7 TYPE 2 DOWEL BAR SPICERS W/ DOWEL-INS @ 6" C/C BOTTOM
15-#7MK711 BARS @ 6" C/C
6" C/C(TYP.)
1-#7MK712 BAR
1-#7MK713 BAR
1-#7MK714 BAR
1-#7MK715 BAR
1-#7MK712 BAR
1-#7MK713 BAR
1-#7MK714 BAR
1-#7MK715 BAR
D4
B
6" C/C(TYP.)
D4
B
D4
C
D4
C
DRIVE END PEDESTAL
C
D4SECTION
13'-4"
7'-0" 3'-2"3'-2"
2'-4
"
1'-4
"1'-0
"
1'-0
"1
'-4"
3'-2"
T.O.W. = 319.67
DRIVE END PEDESTAL
A
D4PLAN
(4-PLACES)
#5 BARS @ 6" C/C
T&B
SEE WALL SECTIONS
FOR WALL REINF.
BEARING END PEDESTAL
E
D4SECTION
SEE WALL SECTIONS
FOR WALL REINF.
2'-4
" HO
OK
#7 DOWEL BAR SPLICER
TYPE 1 @ 6" C/C
1'-2
"
2'-2"
T.O.W. = 319.67
#5 BARS @ 6" C/C
T&B
#7MK716 & 717 @ 10" C/C
AS SHOWN IN PLAN (THIS SHEET)
#7DOWEL BAR SPLICER
TYPE 3 @ 6" C/C
SEE WALL SECTIONS
FOR WALL REINF.
8-#7 TYPE 1DOWEL BAR SPICERS W/ DOWEL-INS @ 10" C/C TOP
8-#7 TYPE 3 DOWEL BAR SPICERS W/ DOWEL-INS@10" C/C BOTTOM
4-#7MK716 BARS @ 10" C/C
1-#7MK717 BAR1-#7MK717 BAR
10" C/C (TYP.)10" C/C (TYP.)
D4
E
D4
E
D4
F
D4
F
BEARING END PEDESTAL
F
D4SECTION
7'-7"
2'-2"2'-2" 3'-3"
1'-2
"
CONCEPTUAL DRAWING
D4Scale
Drawn By
3/4"=1'-0"
XXX
Drawing No.
Checked By
XXX
Project No.
20XX-XXXX
31
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AILS
GENERAL NOTES:
1. Lap splices calculated in accordance with ACI 318 12.15 & 12.2.3.
2. All welded wire reinforcement material to be deformed wire mesh manufactured in sheets in accordance with ASTM A1064.
3. Cut wwr to fit at openings, penetrations and elevation changes if required.
4. Fy = 80,000 psi @ 0.35% strain.
'SLBT1' SHEET
'SLBT2' SHEET
'SLBB2' SHEET
'SLBB1' SHEET
'W1' SHEET
BEND
LINE
6'-6
"2'-0
"
'DWL1A' SHEET
2'-0
"
6'-6"5'-1
012"
2'-0"
'DWL1B' SHEET
BEND
LINE
5'-1
012"
2'-0
"
'W2' SHEET
'W3' SHEET
BEND
LINE
1'-10"
3'-1
0"
'DWL2' SHEET
'W4' SHEET
2'-5
"3'-2
"
2'-5"
3'-2
"
'DWL3' SHEET
BEND
LINE
3'-7
"2'-4
"
2'-4
"
3'-7"
'DWL4' SHEET
'WW1' SHEET
'W5' SHEET
37'-7
"
110
-D22 @
4" C
/C
1'-212"
8'-5"
1'-212"1'-212" 19-D22 @ 4" C/C
34'-1
"100 D
22 @
4" C
/C
1'-012"
6'-9"12" 18 D22 @ 4" C/C 1'-012"
39
'-0"
115-D
22
@ 4
" C/C
1112"
7'-11"
1112"1112" 19-D22 @ 4" C/C
32'-0
"
10"
92-D
22
@4" C
/C
7'-012"
1" 1112"19-D22 @ 4" C/C
16'-5
"
212"
212"
33-D
24.8
@ 6
" C/C
8'-6"
1'-3" 19-D22 @ 4"C/C 1'-3"
8'-6"
1'-3" 19-D22 @ 4"C/C 1'-3" 8'-6"
1'-3" 19-D22 @ 4"C/C 1'-3"
18'-0
"
37-D
24
.8 @
6" C
/C
0"
16'-5
"
212"
33-D
14.4
@ 6
" C/C
8'-2"
1'-1" 1'-1"13-D14.4 @ 6" C/C
16'-1
1"
212"
34-D
24.8
@ 6
" C/C
16
'-5"
212"
33-D
14.4
@ 6
" C/C
6'-6"
3" 3"13-D14.4 @ 6" C/C
18'-0"
9" 9"34-D11.7 @ 6" C/C
1"
5-D11.7 @ 6" C/C
1'-8"
8'-6
"
12'-4"
2" 2"37-D30 @ 4"
3-D
12 @
36" C
/C2'-5
"
12'-4"2"
2"37-D30 @ 4"
7'-1
012"
3'-9
1 2"
3-D
12 @
24" C
/C
5'-8
"
18'-6"37-D11.7 @ 6" C/C
2'-0
"3'-7
"
D4.7
3-D11.7@6" C/C
4'-7
"
8" 40-D11.7 @ 6" C/C 8"
20'-10"
18'-0"
9"9" 34-D11.7 @ 6" C/C
1"
2'-1
0"
7-D11.7 @ 6" C/C
D5Scale
Drawn By
1/4"=1'-0"
XXX
Drawing No.
Checked By
XXX
Project No.
20XX-XXXX
31
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R S
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AILS
GENERAL NOTES:
1. Lap splices calculated in accordance with ACI 318 12.15 & 12.2.3.
2. All welded wire reinforcement material to be deformed wire mesh manufactured in sheets in accordance with ASTM A1064.
3. Cut wwr to fit at openings, penetrations and elevation changes if required.
4. Fy = 80,000 psi @ 0.35% strain.
MARK NUMBER SIZE TYPE LENGTH A B C D E G H K O
401 2 6'-10"8'-2"
10'-9"
9'-111516"
700
701
5'-6
"
3'-51316"
4'-10116 "
3'-5116"
3'-5
1 16"
6'-101316"
3'-838"
3'-8
38"
11'-3916"
7'-7316"
5'-2 3
4 "
706
705
707
11'-9"
3'-7
13 1
6"
3'-7
13 1
6"
4'-5516"
5'-2"
5'-2"
13'-1516"
9'-912"
6'-058"
9'-014"
3'-8
78
"
5'-9
7 16
"
4'-1
1 16"
6'-1
"
3'-51316"
4'-10116 "
3'-5116"
3'-5
1 16"
6'-101316"
710
1'-0916"
2'-9
"
10716"
1'-11"
2'-1058" 2
'-51 4
"
1'-11116"
2'-5
1 4"
914"
1'-11"
2'-61116"
1'-1114"
1'-358"
1'-1114"
738"
1'-11"
2'-038"
1'-514"
1'-512"
1'-514"
5716"
1'-11"
1'-618"
1114"
1'-738"
1114"
3916"
1'-101516"
111316"
711
712
713
714
715
402
500
501
502
503
504
505
506
507
508
509
510
511
600
601
602
700
701
702
703
704
705
706
707
708
709
710
711
712
713
714
715
716
717
900
901
4
4
5
5
5
5
5
5
5
5
5
5
5
5
6
6
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
9
9
8" 8"
T1 7'-7" 4 1/2" 8" 2'-9" 8" 2'-9" 4 1/2"
403 4 T1 5'-5" 4 1/2" 1'-0"" 1'-4" 1'-0" 1'-4" 4 1/2"
404 4 T1 12'-6" 4 1/2" 9 1/2" 5'-1" 9 1/2" 5'-1" 4 1/2"
17 9'-7" 6'-5" 3'-2"
2 3'-11" 3'-1"10"
2 5'-7" 2'-5"10"
2 5'-9" 4'-11"10" 10"
2 6'-10" 6'-10"10"
17 3'-0 1/2" 10" 7"
17 3'-6 1/2" 1'-5 1/2" 2'-1"
17 3'-7 1/2" 2'-0 1/2" 9" 10"
17 4'-0" 2'-9" 5"
17 8'-1" 2'-5" 5'-8""
2 4'-0" 10" 3'-2"
17 5'-8" 1'-10" 3'-10"
1'-5 1/2"
10"
2 3'-11" 1'-0" 2'-11"
17 4'-6" 2'-1" 2'-5"
19 12'-5 1/2" 5'10" 6'-7 1/2" 4'-1 1/2" 4'-1 1/2" 10'-9"
19 11'-7" 5'-5" 6'-2" 3'-9 5/8" 3'-9 5/8" 10'-0"
17 10'-10" 6'-9" 4'-1"
17 13'-9" 7'-0" 6'-9"
17 11'-6" 5'-10" 5'-8"
19 12'-9 3/4" 5'-2 3/4" 7'-7 3/16" 3'-8 3/8" 3'-8 5/8" 11'-3 1/2"
16 13'-9 3/4" 5'-6" 3'-5 3/16" 3'-5" 3'-5" 6'-10 3/4"0" 4'-10"
14 14'-9 1/4" 5'-2" 4'-5 1/4" 3'-7 3/4" 11'-9"0" 5'-2"
19 11'-4 1/8" 5'-3 1/2" 6'-0 5/8" 3'-8 7/8" 3'-8 7/8" 9'-9 1/2"
19 14'-9 3/4" 5'-9 1/2" 9'-0 1/4" 4'-1" 4'-1" 13'-1 1/4"
16 14'-4 3/4" 6'-1" 3'-5 3/4" 3'-5" 6'-10 3/4"4'-10" 3'-5"
19 6'-8 1/8" 2'-9" 1'-0 1/2" 2'-9" 1'-11"2'-10 5/8" 10 7/16"
19 6'-7" 2'-5 1/4" 1'-1 3/4" 2'-5 1/4" 1'-11"2'-6" 9 1/4"
1'-11"
1'-11"
1'-11"
19 5'-3 1/4" 1'-111/4" 1'-3 5/8" 1'11 1/4" 2'-0 3/8" 7 3/8"
19 4'-4 5/8" 1'-5 1/4" 1'-5 1/2" 1'-5 1/4" 1'-6 1/8" 5 1/2"
19 3'-6 3/8" 11 1/4" 1'-7 3/8" 11 1/4" 1'-6 1/8" 3 1/2"
17 4'-4" 1'-9" 10" 1'-9"
17 3'-0" 1'-1" 10" 1'-1"
17 9'-9 1/2" 5'-9 1/2" 4'-0"
17 9'-0 1/2" 5'-9 1/2" 3'-3"
3'-0" 1'-4"
1'-1"
916"
916"
1'-11316"
5'-678"
602
6 SP 7'-7 3/4"
512 5 T1 7'-5" 11" 2'-5" 11" 2'-5"
4 1/2" 4 1/2"
707
709
708
D6Scale
Drawn By
1/4"=1'-0"
XXX
Drawing No.
Checked By
XXX
Project No.
20XX-XXXX
31
4 M
ain
S
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B
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A 1
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49
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0
Fa
x: 5
70
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01
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782
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w.o
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d.co
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DA
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RIP
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XX
XX
XX
. X
X, 2
0X
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Pro
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ct
Dra
win
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itle
Clie
nt
XX
XX
XX
XX
XX
XX
X
XX
XX
, X
X X
XX
XX
XX
XX
XX
XX
XX
XX
XX
, X
X X
XX
XX
OX
ID
AT
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S
LA
B
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P LA
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R P
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GENERAL NOTES:
1. Lap splices calculated in accordance with ACI 318 12.15 & 12.2.3.
2. All welded wire reinforcement material to be deformed wire mesh manufactured in sheets in accordance with ASTM A1064.
3. Cut wwr to fit at openings, penetrations and elevation changes if required.
4. Fy = 80,000 psi @ 0.35% strain.
1'-0"
1'-8
"14'-1
0"
2" CLR.
(TYP.)
2" CLR.
(TYP.)
#5 @ 12" C/C
VERT. E.F.
#5@10"
HORIZ. E.F.
D22 @ 4" C/C
E.W.
D22 @ 4" C/C
E.W.
#5MK511 @ 12"
C/C E.F.
T.O.W. EL.=317.83
FLOOR EL.=303.00
2"
'SLB_' SHEETS
(T&B) SEE PLAN
1'-10" HOOK
2'-6
"(T
YP.)
1'-10" HOOK
3/4" CHAMFER (TYP.)
SECTION
(3/S-5 - RADIAL PORTIONS)
A
D7
(BENT RADIALLY)
7-#5 BARS @12" C/C VERT. - I.F.
7-#5 BARS @12" C/C VERT. - O.F.
8-#5 BARS @12" C/C VERT. - I.F.
7-#5 BARS @12" C/C VERT. - O.F.
53
-#
5B
AR
S @
1
2" C
/C
VE
RT
. 1
4'-7
" L
ON
G &
53
-#
5M
K5
11
@
1
2" C
/C
(O
.F
.)
51
-#
5B
AR
S @
1
2" C
/C
VE
RT
. 1
4'-7
" L
ON
G &
51
-#
5M
K5
11
@
1
2" C
/C
(I.F
.)
25
-#
5B
AR
S @
1
2" C
/C
VE
RT
. 1
4'-7
" L
ON
G &
25
-#
5M
K5
11
@
1
2" C
/C
(O
.F
.)
23
-#
5B
AR
S @
1
2" C
/C
VE
RT
. 1
4'-7
" L
ON
G &
23
-#
5M
K5
11
@
1
2" C
/C
(I.F
.)
DETAIL
(RADIAL BAFFLE WALLS)
B
D7
#6MK603 BARS IN WALL AT NOTCHES
FOR PRECAST CONCRETE WALKWAY
BEARING (LOCATE ADDITIONAL BARS
JUST INSIDE HORIZONTAL BARS, E.F.)
SECTION
D7
C
26-PLACES
#5 BARS W/ 16'-6 1/4" RADIAL BEND
@ 10" C/C HORIZ. (O.F.)
#5 BARS W/ 15'-11 3/4" RADIAL BEND
@ 10" C/C HORIZ. (I.F.)
#5 BARS W/ 7'-9 1/4" RADIAL BEND
@ 10" C/C HORIZ. (O.F.)
#5 BARS W/ 7'-2 3/4" RADIAL BEND
@ 10" C/C HORIZ. (I.F.)
D7Scale
Drawn By
3/8"=1'-0"
XXX
Drawing No.
Checked By
XXX
Project No.
20XX-XXXX
31
4 M
ain
S
tre
et, S
uite
B
Su
ga
rlo
af, P
A 1
82
49
Ph
on
e: 5
70
.5
01
.3
78
0
Fa
x: 5
70
.5
01
.3
782
ww
w.o
rtizen
gin
eere
d.co
m
DA
TE
X
DE
SC
RIP
TIO
N
XX
XX
XX
. X
X, 2
0X
X
Pro
je
ct
Dra
win
g T
itle
Clie
nt
XX
XX
XX
XX
XX
XX
X
XX
XX
, X
X X
XX
XX
XX
XX
XX
XX
XX
XX
XX
, X
X X
XX
XX
OX
ID
AT
IO
N D
IT
CH
D
ET
AILS
GENERAL NOTES:
1. Lap splices calculated in accordance with ACI 318 12.15 & 12.2.3.
2. All welded wire reinforcement material to be deformed wire mesh manufactured in sheets in accordance with ASTM A1064.
3. Cut wwr to fit at openings, penetrations and elevation changes if required.
4. Fy = 80,000 psi @ 0.35% strain.
![REVISION Q Q RFXXX-XXXXX-XXXXX-XXXXsuddendocs.samtec.com/prints/rfxxx-xxxxx-xxxxx-xxxx-mkt.pdf · designed & dimensioned in millimeters[inches] q do not scale from this print rfxxx-xxxxx-xxxxx-xxxx](https://static.fdocuments.net/doc/165x107/605e4fd9ced18c5ee459dcd2/revision-q-q-rfxxx-xxxxx-xxxxx-designed-dimensioned-in-millimetersinches.jpg)
