PLANS-AMENDMENT0002.pdf
PDF 6 MB Posted
- Attached to
- Caruthersville Floodwall Replacement Federal contract opportunity
- Solicitation number
- W912EQ21R0015
About this file
This document summarizes a federal solicitation for the replacement of approximately 3,000 linear feet of existing concrete floodwall located in Caruthersville, Missouri. The scope of work includes demolition of the existing floodwall and associated infrastructure, construction of a new inverted T-type continuous concrete floodwall comprised of individual monolith sections with a sheet pile cutoff wall, installation of seven gated openings including swing gates, modification of an existing opening, and other related work. The estimated value of the contract is between $10-25 million, with a performance period of 1100 calendar days. A request for proposal will be issued on August 9, 2021, with proposals due September 9, 2021 and contract award anticipated shortly thereafter. The solicitation is a Small Business Set-Aside to be awarded on a best value tradeoff basis.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| CONSTRUCTION CONTRACTOR DATA FORMS.pdf | ||
| AMENDMENT 0002.pdf | ||
| Amendment 0001.pdf | ||
| PLANS.pdf | ||
| SPECIFICATIONS.pdf | ||
| Solicitation.pdf |
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Text version
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CASINO STRUCTURE CORNER
STA 25+69.10
R 52.72
CASINO STRUCTURE CORNER
STA 23+59.03
R 35.62
S
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NEW FLOODWALL
23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00
STA. 30+55.46
EL. 286.99
STA. 23+00.00
EL. 287.04
TOP OF WALL
BOTTOM OF WALL KEY
BACKFILL
GRADE
EL. 279.00
BOTTOM OF PERMANENT SHEETPILE
S T
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E L
STA. 30+85.46
EL. 256.00
STA. 30+06.18
EL. 278.78
STA. 30+24.46
EL. 279.00
STA. 29+91.18
EL. 278.78
STA. 30+55.46
EL. 279.00
SHEET PILE WALL TO
EXTEND INTO LEVEE 30'
BEYOND FLOODWALL
FLOODWALL TO EXTEND 2'
MINIMUM INTO LEVEE
BEGIN TIE-IN
SEE GRADING PLAN FOR
GRADING AT OPENINGS (TYP)
STA. 25+06.21
EL. 278.82
STA. 24+91.21
EL. 278.82
EXISTING OVERHEAD WALKWAY
EL. 287.19
BOTTOM OF WALKWAY BEAM FLANGE
EXISTING
GRADE
6" PVC
INV = 273.50
CO
STA: 30+23.60
OFFSET: 9.25'
RIM: 281.53
MH
STA: 24+48.54
OFFSET: 13.75'
RIM: 280.00
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SEE GRADING PLAN FOR
LEVEE TRANSITION (TYP)
EXISTING FACADE ≈0.29' BELOW
STRUCTURAL BEAM, TO BE REMOVED.
BOTTOM OF FOUNDATION
TOP OF FOUNDATION
BOTTOM OF
WALL KEY
BOTTOM OF
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TOP OF
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FOR SOLICITATION - NOT FOR CONSTRUCTION
C-103
P L
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00 30' 60'
1" = 30'
00 6' 12'
1" = 6'
HORIZONTAL SCALE:VERTICAL SCALE:
EX. OVERHEAD WALKWAY
EX. DRIVE
EX. LIGHT POLE
EX. CASINO STRUCTURE
SEE SPEC SECTION 31 41 16.00 FOR
RESTRICTIONS FOR DRIVING SHEET
PILES IN VICINITY OF BUILDING
D1
NEW WALL ALIGNMENT
SCALE: 1" = 30'
0 30' 60'
A1
NEW WALL ALIGNMENT PROFILE
SCALE: 1" = 30'
NEW FLOODWALL ALIGNMENT
RIVERSIDE FOUNDATION EDGE
LANDSIDE FOUNDATION EDGE
EXISTING CUTOFF WALL
OPENING #6
SEE S-117 FOR DETAILS
OPENING #5
SEE S-117 FOR DETAILS
PZ 27 TEMPORARY FLOOD
PROTECTION SHEET PILE WALL
TOP ELEVATION = 286.00
BOTTOM ELEVATION = 252.00
6" PVC TOE DRAIN (TYP)
SEE PROFILE BELOW
WALL TIE-IN SECTION
NOTES:
1. SEE SHEET G-007 FOR NEW FLOODWALL AND TEMPORARY FLOOD PROTECTION ALIGNMENTS.
2. SEE SHEETS C-301 & C-302 FOR CROSS SECTIONS AND SHEET C-500 FOR TYPICAL SECTIONS.
3. SEE STRUCTURAL PLANS FOR MONOLITH DETAILS AND STATIONING. FOUNDATIONS SHOWN IN
CIVIL SHEETS FOR REFERENCE ONLY.
4. SEE GRADING PLAN SHEETS C-104 & C-105 FOR DETAILED GRADING AT WALL OPENINGS, LEVEE
TRANSITIONS, AND LOCATIONS WHERE GRADING VARIES FROM TYPICAL SECTION.
5. TOE DRAIN BENDS NOT TO EXCEED 22.5° AND 5' MINIMUM BETWEEN BENDS. SEE TYPICAL DETAILS.
6. SEE SPEC 01 11 00 FOR SEQUENCE OF WORK, SHEETS C-109 & C-110 FOR PHASING LIMITS, AND
S-505 & S-506 FOR TEMPORARY FLOOD PROTECTION TIE-IN DETAILS
EXISTING SHEETPILE WALL
PROVIDE OPENING IN TFP SHEET PILE
FROM TFP STATION 39+68 TO 39+88 PER
DETAIL ON SHEET S-507. SHEET PILE TO
BE DRIVEN TO ELEVATION 252.00
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AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text
NEW FLOODWALL
ID
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
START STA
0+00.00
0+23.44
2+57.91
4+32.01
18+60.99
19+52.54
19+74.54
20+21.84
20+87.40
21+49.95
22+12.09
22+88.17
23+28.17
23+68.17
24+08.17
24+48.17
24+88.17
25+49.18
25+89.18
26+29.18
26+69.18
27+09.18
27+59.18
28+09.18
30+15.29
END STA
0+23.44
2+57.91
4+32.01
18+60.99
19+52.54
19+74.54
20+21.84
20+87.40
21+49.95
22+12.09
22+88.17
23+28.17
23+68.17
24+08.17
24+48.17
24+88.17
25+49.18
25+89.18
26+29.18
26+69.18
27+09.18
27+59.18
28+09.18
30+15.29
30+77.20
LINE BEARING
S29° 58' 50.84"E
S29° 58' 50.84"E
S72° 24' 07.51"E
S52° 41' 38.24"E
S52° 41' 38.24"E
S31° 17' 50.40"W
S59° 07' 36.88"E
S39° 08' 43.26"E
S36° 45' 41.50"E
S32° 40' 57.92"E
S30° 09' 46.62"E
S29° 32' 37.89"E
S27° 43' 12.37"E
S25° 29' 42.79"E
S23° 17' 21.45"E
S21° 47' 00.38"E
S20° 29' 59.20"E
S19° 01' 47.63"E
S17° 04' 09.73"E
S14° 44' 16.51"E
S12° 23' 00.12"E
S10° 12' 30.35"E
S07° 10' 06.52"E
S07° 10' 06.52"E
S26° 17' 00.12"E
START N,E
N 13152274.61
E 856949.92
N 13152254.30
E 856961.64
N 13152051.21
E 857078.80
N 13151998.57
E 857244.76
N 13151132.51
E 858381.38
N 13151077.02
E 858454.20
N 13151058.22
E 858442.77
N 13151033.96
E 858483.36
N 13150983.11
E 858524.75
N 13150933.00
E 858562.19
N 13150880.69
E 858595.75
N 13150814.92
E 858633.97
N 13150780.11
E 858653.70
N 13150744.70
E 858672.30
N 13150708.60
E 858689.52
N 13150671.86
E 858705.34
N 13150634.71
E 858720.18
N 13150577.57
E 858741.54
N 13150539.76
E 858754.59
N 13150501.52
E 858766.33
N 13150462.84
E 858776.50
N 13150423.77
E 858785.08
N 13150374.56
E 858793.94
N 13150324.95
E 858800.18
N 13150120.45
E 858825.90
END N,E
N 13152254.30
E 856961.64
N 13152051.21
E 857078.80
N 13151998.57
E 857244.76
N 13151132.51
E 858381.38
N 13151077.02
E 858454.20
N 13151058.22
E 858442.77
N 13151033.96
E 858483.36
N 13150983.11
E 858524.75
N 13150933.00
E 858562.19
N 13150880.69
E 858595.75
N 13150814.92
E 858633.97
N 13150780.11
E 858653.70
N 13150744.70
E 858672.30
N 13150708.60
E 858689.52
N 13150671.86
E 858705.34
N 13150634.71
E 858720.18
N 13150577.57
E 858741.54
N 13150539.76
E 858754.59
N 13150501.52
E 858766.33
N 13150462.84
E 858776.50
N 13150423.77
E 858785.08
N 13150374.56
E 858793.94
N 13150324.95
E 858800.18
N 13150120.45
E 858825.90
N 13150064.94
E 858853.31
LEVEE RAMP - LINE TABLE
ID
L201
L202
L203
L204
START STA
0+00.00
2+04.49
4+60.85
5+29.12
END STA
1+67.36
4+27.84
4+94.81
6+46.46
LINE BEARING
N74° 51' 51.19"E
N53° 35' 20.80"E
N72° 30' 03.96"E
S87° 50' 20.50"E
START N, E
N 13152333.73
E 856421.81
N 13152393.48
E 856616.61
N 13152540.95
E 856825.65
N 13152555.72
E 856891.87
END N, E
N 13152377.43
E 856583.36
N 13152526.06
E 856796.36
N 13152551.16
E 856858.03
N 13152551.30
E 857009.13
LEVEE RAMP - CURVE TABLE
ID
C201
C202
C203
LENGTH
37.13'
33.01'
34.31'
RADIUS
100.00'
100.00'
100.00'
DELTA
21°16'30"
18°54'43"
19°39'36"
CHORD DIRECTION
N64° 13' 36.00"E
N63° 02' 42.38"E
N82° 19' 51.73"E
CHORD LENGTH
36.92'
32.86'
34.14'
START N, E
N 13152377.43
E 856583.36
N 13152526.06
E 856796.36
N 13152551.16
E 856858.03
END N, E
N 13152393.48
E 856616.61
N 13152540.95
E 856825.65
N 13152555.72
E 856891.87
TEMPORARY FLOOD PROTECTION
ID
L100
L101
L102
L103
L104
L105
L106
L107
L108
L109
L110
L111
L112
L113
L114
L115
L116
L117
L118
START STA
10+00.00
12+71.23
14+65.63
19+86.31
20+01.80
27+01.61
29+05.25
29+61.06
30+23.60
31+75.78
32+54.89
33+55.99
34+46.54
35+58.46
36+72.96
37+21.25
37+79.80
39+49.84
39+98.69
END STA
12+71.23
14+65.63
19+86.31
20+01.80
27+01.61
29+05.25
29+61.06
30+23.60
31+75.78
32+54.89
33+55.99
34+46.54
35+58.46
36+72.96
37+21.25
37+79.80
39+49.84
39+98.69
40+92.39
LINE BEARING
S29° 58' 50.84"E
S72° 24' 07.51"E
S52° 41' 38.24"E
S05° 37' 30.54"E
S52° 41' 38.24"E
S55° 01' 32.66"E
S30° 34' 54.67"E
S53° 14' 51.15"E
S37° 34' 49.72"E
S31° 54' 47.38"E
S28° 53' 33.36"E
S23° 34' 01.59"E
S20° 34' 15.51"E
S15° 08' 05.54"E
S10° 50' 06.04"E
S09° 27' 04.43"E
S06° 54' 23.13"E
S06° 54' 23.13"E
S28° 02' 45.57"E
START N,E
N 13152264.84
E 856926.12
N 13152029.90
E 857061.66
N 13151971.12
E 857246.96
N 13151655.56
E 857661.11
N 13151640.14
E 857662.63
N 13151216.01
E 858219.26
N 13151099.28
E 858386.13
N 13151051.23
E 858414.53
N 13151013.81
E 858464.63
N 13150893.20
E 858557.44
N 13150826.05
E 858599.26
N 13150737.53
E 858648.11
N 13150654.54
E 858684.31
N 13150549.75
E 858723.64
N 13150439.22
E 858753.54
N 13150391.80
E 858762.61
N 13150334.05
E 858772.23
N 13150165.24
E 858792.67
N 13150116.74
E 858798.55
END N,E
N 13152029.90
E 857061.66
N 13151971.12
E 857246.96
N 13151655.56
E 857661.11
N 13151640.14
E 857662.63
N 13151216.01
E 858219.26
N 13151099.28
E 858386.13
N 13151051.23
E 858414.53
N 13151013.81
E 858464.63
N 13150893.20
E 858557.44
N 13150826.05
E 858599.26
N 13150737.53
E 858648.11
N 13150654.54
E 858684.31
N 13150549.75
E 858723.64
N 13150439.22
E 858753.54
N 13150391.80
E 858762.61
N 13150334.05
E 858772.23
N 13150165.24
E 858792.67
N 13150116.74
E 858798.55
N 13150034.04
E 858842.61
S O
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FOR SOLICITATION - NOT FOR CONSTRUCTION
G-007
A L
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A B
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A1
ALIGNMENT TABLES
SCALE: 1" = 30'
D
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SHEET ID
A
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1 98765432
X X
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T H
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IL
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W A
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P L
A C
E M
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T
M
IS
S
IS
S
IP
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L E
V E
E S
C
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S T
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C T
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M E
M P
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M E
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®of Engineers
US Army Corps
U .S
A
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GENERAL NOTES:
M
IC
H
A
IC
H
A R
D
S-114
C F
W R
S
-1
.d g n
E2
SCALE: 1/4" = 1' - 0" 0 4' 8'2'
A2
SCALE: 1/4" = 1' - 0" 0 4' 8'2'
FOR MONOLITH DETAILS
MONOLITH 2; SEE SHEET S-115
FOR MONOLITH DETAILS
MONOLITH 68; SEE SHEET S-121
2'-6"
20'-0" 40'-0"
/1
2'-6"28'-6"
" KEY BELOW
C/L MONOLITH STEM
31'-0"
LANDSIDELANDSIDE
RIVERSIDE
PZ-22 SHEETPILE (TYP)
RIVERSIDE
LANDSIDELANDSIDE
KEY BELOWPZ-22 SHEETPILE (TYP)
.1
M .R
IC
H
A R
D
M O
N O
L
IT
H P
L A
N S
S H
E E
T
O F
MONOLITH PLAN AT LEVEE TIE-IN - M69
MONOLITH PLAN AT LEVEE TIE-IN - M1
5. SEE S-203 AND S-204 FOR TIE-IN MONOLITH ELEVATIONS.
4. SEE CIVIL SHEETS FOR MONOLITH STATIONING.
3. SEE S-502 FOR MONOLITH JOINT DETAILS.
2. SEE S-501 FOR STEPPED MONOLITH TRANSITION DETAILS.
1. SEE S-301 THRU S-304 FOR MONOLITH SECTIONS.
MONOLITH 1
MONOLITH 69
OF 30FT INTO LEVEE SECTION
EXTEND SHEETPILE A MINIMUM
OF 30FT INTO LEVEE SECTION
EXTEND SHEETPILE A MINIMUM
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D A
T E
SHEET ID
A
B
C
D
E
F
X X
X X
-X X
-X -X
X
X X
X X
-X X
-X -X
X
E
Q -2
-R
-0
X X
X X
X X
-X X
-X -X
X
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IS
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US Army Corps
U .S
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S-203
C F
W R
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-2 .d g n
L E
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IE
-I
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IT
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C1 0 2' 4'1'SCALE: 1/2" = 1' - 0"
30 FEET INTO LEVEE SECTION
EXTEND SHEETPILE MINIMUM
TOP OF SLAB EL. 279
TOP OF SLAB EL. 276.5
SEE CIVIL SHEETS
GROUND ELEVATION VARIES
TOP OF WALL
20'-0" (MONOLITH 1)
M O
N O
L
IT
H
A N
D M
O N
O L
IT
H
TIP EL. 256
PZ-22 SHEETPILE
MATCH TOP OF WALL
TOP OF SHEETPILE TO
MONOLITH 1 AND 2 AT LEVEE TIE-IN - LANDSIDE ELEVATION
TIP EL. 256 (TYP)
PZ-22 SHEETPILE
2'-6"
3. SEE S-114 AND S-115 FOR MONOLITH PLANS.
2. SEE S-501 FOR MONOLITH TRANSITION DETAILS.
1. SEE S-301 FOR MONOLITH 1 SECTION AND S-302 FOR MONOLITH 2 SECTION.
MONOLITH 2
SEE NOTE 2
CIVIL SHEETS
LEVEE SLOPE; SEE
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SHEET ID
A
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X X
X X
-X X
-X -X
X
X X
X X
-X X
-X -X
X
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Q -2
-R
-0
X X
X X
X X
-X X
-X -X
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US Army Corps
U .S
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S-304
C F
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-3 .d g n
E1
SCALE: 3/8" = 1' - 0"
STEPPED GATE MONOLITH PLAN VIEW (M20)
C9
MONOLITH COLUMN SECTION
1' 2'0 6"SCALE: 3/4"=1'-0"
C6
A7
V A
R
IE
S
"8
2'-614'-9"2'-6"
EL. 270.0
SEE NOTE 5
SEE NOTE 5
EACH SIDE
#8 @ 8" (TYP)
SHEETS FOR DETAILS
TOE DRAIN, SEE CIVIL
EACH WAY
#8 @ 8" TOP AND BOTTOM
9"
"2
9'-0"2'-6"5'-9"
17'-3"
SEE NOTE 1
VARIES
OF SHEETS
#8 BAR ON TOP
W/TIP EL. 256
PZ 22 SHEET PILE
PASS REINFORCEMENT; SEE NOTE 4
PROVIDE HOLES IN SHEET PILE TO
#8 VERTICAL BARS (TYP)
GATE MONOLITH COLUMN
SEE NOTE 5
GATE SILL BEYOND (TYP)
O F
C O
L U
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T
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A X
F R
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B O
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LANDSIDELANDSIDERIVERSIDE
D
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S T
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STAINLESS STEEL (TYP)
" SILL ANGLE2
16 X 6 X
ANCHORS STAGGERED AT 12" O.C. MAX (TYP)
" X 6" STAINLESS STEEL WELDED (ALL AROUND) 2
14 - #8 VERTICAL BARS
12" O.C. (MAX)
#4 TIE BARS AT
3'-0"
4" (TYP)
3'-0"
14 - #8 VERTICAL BARS
STAINLESS STEEL (TYP)
" SILL ANGLE2
16 X 6 X
ANCHORS STAGGERED AT 12" O.C. MAX (TYP)
" X 6" STAINLESS STEEL WELDED (ALL AROUND)2
12" O.C. (MAX)
#4 TIE BARS AT
4" (TYP)
DETAIL C6 THIS SHEET
MONOLITH COLUMN; SEE
DETAIL C9 THIS SHEET
MONOLITH COLUMN; SEE
DETAIL E7 ON S-305
TOP OF GATE SILL; SEE
SEE E7 ON S-305
TOP OF GATE SILL
DETAIL A7 THIS SHEET
MONOLITH COLUMN; SEE
6'-0"
12" O.C. (MAX)
#4 TIE BARS AT
12" O.C. (MAX)
#4 TIE BARS AT
STAINLESS STEEL (TYP)
" SILL ANGLE2
16 X 6 X
ANCHORS STAGGERED AT 12" O.C. MAX (TYP)
" X 6" STAINLESS STEEL WELDED (ALL AROUND)2
22 - #9 VERTICAL BARS
4" (TYP)
DETAIL C6 THIS SHEET
MONOLITH COLUMN; SEEDETAIL C9 THIS SHEET
MONOLITH COLUMN; SEE
SEE E7 ON S-305
TOP OF GATE SILL
"2
1'-1
C/L LATCH C/L LATCH
3'-0"15'-0" GATE OPENING3'-0"
3'-0"15'-0" GATE OPENING6'-0"15'-0" GATE OPENING3'-0"
NOTE 2
C/L LATCH; SEE
NOTE 2
C/L LATCH; SEE
S T
E P
P E
D G
A T
E M
O N
O L
IT
H
S E
C T
IO
N
S A
N D
D E
T A
IL
S
4'0 2' 8'
A1
STEPPED GATE MONOLITH SECTION THRU COLUMN
SCALE: 1/2" = 1' - 0" 0 2' 4'1'
D7
STEPPED MONOLITH PLAN VIEW (M28, M36, M55 AND M67)
SCALE: 3/8" = 1' - 0" 4'0 2' 8'
M
M
M
A
N D
M
42'-0"
21'-0"
REFERENCE ONLY.
5. VERIFY TOE DRAIN ELEVATIONS WITH CIVIL SHEETS. ELEVATIONS ARE SHOWN FOR
WITH A TORCH, AND SHALL HAVE SMOOTH EDGES.
4. HOLES REQUIRED IN THE SHEETPILE TO PASS REINFORCEMENT SHALL NOT BE MADE
3. SEE S-114 THRU S-122 FOR MONOLITH DETAILS, AND S-502 FOR WATERSTOP DETAILS.
SHALL BE PROVIDED ON MONOLITH 20 AT THESE LOCATIONS.
2. PROVIDE LATCH ONLY AT COLUMNS LOCATED AWAY FROM GATE HINGES. NO LATCH
FOR WALL ELEVATIONS.
SLOPE SHALL BE PROVIDED BETWEEN THE TWO ELEVATIONS. SEE CIVIL SHEETS
NORTHERNMOST END TO 286.99 (NAV88) AT THE SOUTHERNMOST END. A CONSTANT
1. TOP OF FLOODWALL ELEVATION WILL VARY FROM EL. 287.19 (NAV88) AT THE
#8 BAR
#8 (TYP)
SEE DETAIL A5 ON SHEET S-503 (TYP)
STEEL BEARING PLATE FOR SCREW JACK
D
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IN
G R
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IS
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D W
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H
A M
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/2
"2
1'-1
D
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S-305
E7
S-305
E7
A1
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SHEET ID
A
B
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D
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F
X X
X X
-X X
-X -X
X
X X
X X
-X X
-X -X
X
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X X
X X
X X
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U .S
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S-505
LANDSIDE
GENERAL NOTES:
RIVERSIDE
B E
L O
W F
IN
IS
H E
D G
R A
D E
T F
P T
O B
E C
U T
O F
F
W R
S
-5 .d g n
S E
E N
O T
E
SHEET PILE TO TIE INTO EXISTING (TYP)
TEMPORARY FLOOD PROTECTION
MONOLITH 20 MONOLITH 21
MONOLITH 22 MONOLITH 23
ADJACENT MONOLITHS HAVE BEEN COMPLETED
PHASE TIE-IN MONOLITH TO BE COMPLETED ONLY AFTER
BELOW (TYP)
EXISTING SHEETPILE
EXISTING SHEETPILE
AT TEMPORARY FLOOD PROTECTION TIE-INS
PROVIDE A FOUR WAY SHEETPILE CONNECTION
PARALLEL TO FLOODWALL; SEE NOTE 4
TEMPORARY FLOOD PROTECTION SHEETPILE
MONOLITH 21
LANDSIDE
PARALLEL TO FLOODWALL; SEE NOTE 4
TEMPORARY FLOOD PROTECTION SHEETPILE
RIVERSIDE
C/L NEW FLOODWALL
BELOW (TYP)
EXISTING SHEETPILE
FLOODWALL
EXISTING CONCRETE
T E
M P
O R
A R
Y F
L O
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T
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N
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T A
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10'-0" MIN
0 8'4' 16'E1
SCALE: 1/8" = 1' - 0"
TEMPORARY FLOOD PROTECTION AT TIE-IN LOCATION - BUNGE AND REYNOLDS PARK PHASE
D7
TFP CONNECTION DETAIL EXISITING FLOODWALL- PLAN
SCALE: 3/8" = 1' - 0"
TO TFP AND EXISTING FLOODWALL (TYP)
PROVIDE A POSITIVE CONNECTION
PROVIDE ANCHORS AT 12" O.C. TO
TO EXISTING SHEETPILE (TYP)
BE DRIVE AS CLOSE AS POSSIBLE
TEMPORARY SHEETPILE SHALL
BELOW (TYP)
EXISTING SHEETPILE
FLOODWALL
EXISTING CONCRETE
MONOLITH 21
BASE SLAB OF
COMPLETED IN BUNGE PHASE
AND TEMPORARY SHEETPILE INTERFACE
SEE DETAIL D7 FOR DETAIL AT EXISTING
COMPLETED IN REYNOLDS PARK PHASE
COMPLETED IN BUNGE PHASE
DEMOLISHED AT TIE-IN LOCATION ONLY
EXISTING CONCRETE FLOODWALL PARTIALLY
CONNECTION DETAILS
SEE DETAIL D7 FOR
FILL VOIDS (TYP)
PROVIDE CLSM TO
SWELLING WATERSTOP
PROVIDE RUBBER STRIP
MIN EMBED
CONSTRUCT MONOLITH ADJACENT TO PHASE TIE-IN MONOLITH.
8. KTR SHALL DEMOLISH THE EXISTING FLOODWALL ONLY TO EXTENT NECESSARY TO
ACI 229R-13. SUBMIT MIX DESIGNS FOR APPROVAL.
STRENGTH OF 800 PSI. MIX DESIGNS SHALL COMPLY WITH RECOMMENDATIONS PER
7. CONTROLLED MATERIAL LOW-STRENGTH MATERIAL (CLSM) SHALL HAVE A MINIMUM
IF THE KTR STARTS AT ANOTHER PHASE, THE DETAILS WILL BE SIMILAR.
6. DETAILS DEPICTED ASSUME THE KTR STARTS CONSTRUCTION IN THE BUNGE PHASE.
SHALL NOT DEMOLISH MORE THAN NECESSARY TO CONSTRUCT THE TIE-IN.
EDGE OF MONOLITH TO EDGE OF TFP SHALL NOT EXCEED 10 FEET. CONTRACTOR
TIE-IN FOR THE TFP SHALL BE DETERMINED BY THE CONTRACTOR. DISTANCE FROM
BOUNDARY. PHASE BOUNDARIES ARE SPECIFIED BUT THE EXACT LOCATION OF THE
5. SEE SPECIFICATION 01 11 00, PARAGRAPH 3.1, FOR DESCRIPTON OF EACH PHASE
SHALL BE DRIVEN PRIOR TO ANY DEMOLITION OF THE EXISTING FLOODWALL.
BE REUSED IN OTHER PHASES TO THE GREATEST EXTENT POSSIBLE. THIS SHEETPILE
4. TEMPORARY FLOOD PROTECTION SHEETPILE PARALLEL TO THE FLOODWALL SHALL
EXCEPTIONS.
3. ONLY ONE TIE-IN LOCATION SHALL BE UNDER CONSTRUCTION AT ANY ONE TIME. NO
REMOVAL OF THE TEMPORARY SHEETPILE.
CONTRACTOR SHALL NOT DAMAGE THE ADJACENT CONCRETE MONOLITH DURING
TEMPORARY SHEETPILE BEING USED AS FORMWORK AT THE TIE-IN LOCATIONS. THE
THE MONOLITH AT THE TIE-IN LOCATION IS READY TO BE POURED. THIS INCLUDES THE
REBAR) ONLY AFTER THE ADJACENT MONOLITH HAS BEEN COMPLETED, AND
CUT OFF THREE (3) FEET BELOW FINISHED GRADE (OR BELOW BOTTOM OF CONCRETE
2. ALL TEMPORARY FLOOD PROTECTION SHEETPILE AT THE TIE-IN LOCATION SHALL BE
UNLESS OTHERWISE NOTED, OTHER TRANSITION LOCATIONS ARE SIMILAR.
1. DETAILS ON THIS SHEET ARE SHOWN FOR ONE TRANSITION LOCATION. HOWEVER,
MONOLITHS (M21 AND M23) HAS BEEN COMPLETED
TO BE COMPLETELY DEMOLISHED ONLY AFTER ADJACENT
PARTIALLY DEMOLISHED EXISTING CONCRETE FLOODWALL
(CUTOFF AT EXCAVATON GRADE)
EXISTING SHEETPILE (TO BE
SEE NOTE 5
8"
SEE NOTE 5
0 8'4' 16'B1
SCALE: 1/8" = 1' - 0"
TEMPORARY FLOOD PROTECTION TIE-IN MONOLITH - BUNGE AND REYNOLDS PARK PHASE
PHASE TIE-IN MONOLITH IS BEING CONSTRUCTED
TO NEXT PHASE AND MUST REMAIN IN PLACE UNTIL
TFP ENCLOSURE SHALL BE IN PLACE PRIOR TO MOVING
A7
TFP TIE-IN ENCLOSURE DETAIL - PLAN VIEW
SCALE: 1/8" = 1' - 0"
BARRIERS AS SHOWN IN DETAIL A7 ON THIS SHEET
THIS VOID AREA MUST BE CLOSED WITH CELLULAR
PRIOR TO MOVING TO THE SUBSEQUENT PHASE
MONOLITH 21
4'0 2' 8'
0 8'4' 16'
CELLULAR BARRIER (TYP)
AT TEMPORARY FLOOD PROTECTION TIE-INS
PROVIDE A FOUR WAY SHEETPILE CONNECTION
SEE NOTE 5
THE EDGE OF MONOLITH
A MINIMUM OF TEN (10) FEET FROM
CELLULAR BARRIERS SHALL EXTEND
PROTECTION
TEMPORARY FLOOD
CELLULAR BARRIER (TYP)
CONNECTION AT TIE-IN
FOUR WAY SHEETPILE
SEE NOTE 8
FOR TFP ENCLOSURE DETAILS
SEE DETAIL A7 ON THIS SHEET
INTERFACE (TYP)
CELLULAR BARRIER
SHEET PILE AND
FILL VOIDS BETWEEN
PROVIDE CLSM TO
D
R A
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S-506
A4
S-506
A8
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X X
X X
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-X -X
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X X
X X
-X X
-X -X
X
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A R
P
IL
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IC
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A R
D
M .R
IC
H
A
IC
H
A
IC
H
A R
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M .R
IC
H
A R
D
S-507
GENERAL NOTES:
C F
W R
S
-5 .d g n
EL. 286.0
FLOOD PROTECTION
TOP OF TEMPORARY
T E
M P
O R
A R
Y F
L O
O D
P R
O T
E C
T
IO
E N
IN
G
D E
T A
IL
S
GRADE WITH CIVIL SHEETS.
GRADE (EL. 278). VERIFY EXISITING
OPENING SHALL MATCH EXISTING
TOP ELEVATION OF SHEET PILE
SUBMIT MIX DESIGNS FOR APPROVAL.
OF 800 PSI. MIX DESIGNS SHALL COMPLY WITH RECOMMENDATIONS PER ACI 229R-13.
8. CONTROLLED LOW STRENGTH MATERIAL (CLSM) SHALL HAVE A MINIMUM STRENGTH
THE SHEET PILE IN THE EVENT OF A RISING RIVER.
OF THE OPENING TO ALLOW FOR OVERLAP OF THE CELLULAR BARRIERS WITH
C. THERE MUST BE AT LEAST TEN FEET OF STRAIGHT SHEET PILE ON EITHER SIDE
FROM THE LOCATION OF THE EXISITNG GATE OPENING.
B. THE LOCATION OF THE OPENING SHALL NOT BE LOCATED MORE THAN 10 FEET
A. THE WIDTH OF THE OPENING SHALL NOT EXCEED 20 FEET.
IS ADJUSTED BY THE CONTRACTOR:
FOR APPROVAL. THE FOLLOWING CONDTIONS MUST BE MET IF THE OPENING LOCATION
ACCESS. THE CONTRACTOR MUST SUBMIT A PROPOSAL TO RELOCATE THE OPENING
CAN BE ADJUSTED AT THE DISCRETION OF THE CONTRACTOR TO ALLOW FOR BETTER
7. THE LOCATION OF THE OPENING IN THE TEMPORARY FLOOD PROTECTION SHEET PILE
BARRIERS AT AN ELEVATION EQUAL TO THE EXISITING GRADE AT THE OPENING.
6. THE CONTRACTOR SHALL PROVIDE A STABLE FOUNDATION FOR SETTING CELLULAR
PULLED ONLY AFTER THE MONOLITHS IN THE CASINO PHASE HAVE BEEN COMPLETED.
5. TEMPORARY FLOOD PROTECTION SHEETPILE AT THE OPENING LOCATION SHALL BE
IN ACCORDANCE WITH SPECIFICATION 01 53 00.01 12.
4. CELLULAR BARRIER CLOSURE SHALL BE DEPLOYED WITH RIVER FORECAST TRIGGER
BE DEPLOYED.
AS TO PREVENT DAMAGE TO CELLULAR BARRIERS IN THE EVENT THEY MUST
3. EDGES AT THE SHEET PILE OPENING SHALL BE MADE AS SMOOTH AS POSSIBLE
BARRIERS WITH THE SHEET PILE IN THE EVENT OF A RISING RIVER.
EITHER SIDE OF THE OPENING TO ALLOW FOR OVERLAP OF THE CELLULAR
2. PROVIDE A LINE OF AT LEAST TEN FEET OF STRAIGHT SHEET PILE SECTIONS ON
THE OPENING. OPENING SHALL BE MADE BETWEEN STA. 39+68 AND STA. 39+88.
SHALL NOT BE MADE BY NOT PROVIDING DRIVING SHEET PILES IN THE AREA OF
SHEET PILE HAS BEEN DRIVEN TO DEPTH AS INDICATED ON THE PLANS. OPENING
1. OPENING IN TEMPORARY FLOOD PROTECTION SHEET PILE SHALL BE MADE AFTER
SECTION THRU OPENING - CELLULAR BARRIERS
SCALE: 1/4" = 1' - 0"
A2
0 4' 8'2'
SECTION THRU SHEET PILE - CELLULAR BARRIERS
SCALE: 1/4" = 1' - 0"
A6
0 4' 8'2'
EL. 286.0
EL. 278.0
BARRIER (TYP)
4'X3' CELLULAR
13'-0"
EL. 252.0
BOT. OF SHEET PILE
OPENING IN SHEET PILE = 20'-0" (SEE NOTE 1)MINIMUM OF 10'-0" MINIMUM OF 10'-0"
SEE NOTE 2 SEE NOTE 2
EL. 252.0
FLOOD PROTECTION
BOTTOM OF TEMPORARY
EL. 282.0
EL. 286.0
FLOOD PROTECTION
TOP OF TEMPORARY
EL. 252.0
BOT. OF SHEET PILE
EL. 278.0
EL. 282.0
EL. 286.0
BARRIER (TYP)
4'X3' CELLULAR
13'-0"
PILE OPENING; EL. 278.0
TOP ELEVATION OF SHEET
SOIL (TYP)
UNDISTURBED
SOIL (TYP)
UNDISTURBED
D1
SCALE: 1/4" = 1' - 0"
OPENING IN TEMPORARY FLOOD PROTECTION - ELEVATION VIEW
0 4' 8'2'
E5
SCALE: 1/4" = 1' - 0"
OPENING IN TEMPORARY FLOOD PROTECTION - PLAN VIEW
0 4' 8'2'
OPENING IN SHEET PILE = 20'-0"SEE NOTE 2 SEE NOTE 2
BARRIER (TYP)
CELLULAR
EXISITING GRADE (EL. 278.0).
TOP ELEVATION TO MATCH
SHEET PILE AT OPENING
VOIDS (TYP); SEE NOTE 8
PROVIDE CLSM TO FILL
AND SHEET PILE
BETWEEN CELLULAR BARRIERS
PROVIDE CLSM IN VOID SPACE
D
R A
W
IN
G A
D D
E D
W
IT
H A
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N D
M E
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N O
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A2A6
A2A6
L
IC
IT
A
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IG
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IP
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B Y
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C
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C K
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B Y
D R
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N B
Y
IS
S
U E
D A
T E
SHEET ID
A
B
C
D
E
F
X X
X X
-X X
-X -X
X
X X
X X
-X X
-X -X
X
E
Q -2
-R
-0
X X
X X
X X
-X X
-X -X
X
M
IS
C O
T C
O U
N T
Y M
O
S T
F
R A
N C
IS
L
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E E
D
IS
T R
IC
T
C A
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T H
E R
S V
IL
L
E F
L O
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W A
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R E
P L
A C
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E N
T
M
IS
S
IS
S
IP
P I
R
IV
E R
L E
V E
E S
C
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S T
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C T
IO
N
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M P
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IS
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N
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IS
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IS
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N
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A
IN
S T
R E
E T
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
P
IL
A R
P
IL
A R
P
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IC
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M .R
IC
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IC
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SG201
C F
W R
S
G .d g n
LATCH (TYP)
NOTCH FOR GATE
LOWER HINGE
C/L UPPER AND
W18X55 GIRDER (TYP)
BOTTOM GIRDER (TYP)
AT C/L OF TOP AND
C/L 2" Ø DRAIN HOLES
C/L TOP GIRDER
C/L BOTTOM GIRDER
" END PL2
" END PL2
TOP AND BOTTOM
" STIFFENER PL (TYP)8
" END PL2
LOWER HINGE
C/L UPPER AND
" SEAL PL8
SPACED AT 4" O.C. MAX (TYP)
" Ø COUNTERSUNK SEAL BOLTS2
" SKIN PL8
" END PL2
(FAR SIDE)
" SKIN PL8
J-BULB SEAL
EDGE OF
D O
U B
L E
L E
A F
S W
IN
G
G A
T E
E L
E V
A T
IO
N
S
O P
E N
IN
G
A T
M O
N O
L
IT
H
"4
10"2
1'-11AT 2'-0" SPACING = 12'-0"
(7) WT8x25 INTERCOSTALS
"2
1'-111'-1"
15'-11" (EDGE OF END PLATE TO EDGE OF END PLATE)
" (SKIN PLATE WIDTH)8
15'-10
"4
1'-10FIVE EQUAL SPACES AT 2'-0" = 10'-0""4
1'-10
" (EDGE OF SKIN PLATE TO EDGE OF SKIN PLATE)8
15'-10
J-BULB SEAL
EDGE OF
J-BULB SEAL
EDGE OF
" SEAL PL (TYP)8
3" x8
BEARING PL
"2 12" x 1
"2
1'-11AT 2'-0" SPACING = 12'-0"
(7) WT8x25 INTERCOSTALS
"2
1'-11"4
15'-11" (EDGE OF END PLATE TO EDGE OF END PLATE)
1'-1"
BOTTOM GIRDER (TYP)
AT C/L OF TOP AND
C/L 2" Ø DRAIN HOLES
" (SKIN PLATE WIDTH)8
15'-10
"4
1'-10FIVE EQUAL SPACES AT 2'-0" = 10'-0""4
1'-10
WITH TURNBUCKLE
1" DIA. ROD ASSEMBLY
C/L TOP GIRDER
C/L BOTTOM GIRDER
W18X55 GIRDER (TYP)
(FAR SIDE)
" SKIN PL8
C/L TOP GIRDER
C/L BOTTOM GIRDER
LOWER HINGE
C/L UPPER AND
" END PL2
" (EDGE OF SKIN PLATE TO EDGE OF SKIN PLATE)8
15'-10
" SKIN PL8
C/L TOP GIRDER
C/L BOTTOM GIRDER
SPACED AT 4" O.C. MAX (TYP)
" Ø COUNTERSUNK SEAL BOLTS2
" SEAL PL8
J-BULB SEAL
EDGE OF
" END PL2
J-BULB SEAL
EDGE OF
" SEAL PL (TYP)8
3" x8
LOWER HINGE
C/L UPPER AND
S K
IN
P
L A
T E
L E
N G
T H
OH
OH
OH
OH
OH
OH
GENERAL NOTES:
E1
OPENING #1 AT MONOLITH 20 GATE FRAMING - RIVERSIDE ELEVATION
SCALE: 1/2" = 1' - 0"
0 2' 4'1'
A1
SCALE: 1/2" = 1' - 0"
OPENING #1 AT MONOLITH 20 GATE FRAMING - LANDSIDE ELEVATION
0 2' 4'1'
3. SEE SG508 FOR GATE LATCHING DETAILS.
2. SEE SG504 AND SG505 FOR LOWER AND UPPER HINGE DETAILS.
1. GATES ARE SHOWN IN THEIR CLOSED POSITIONS.
"8
1'-1"8
1'-1
S K
IN
P
L L
E N
G T
H
FOR DETAILS (TYP)
GATE PULL; SEE SG509
OH
D
R A
W
IN
G R
E V
IS
E
D W
IT
H
A M
E N
D M
E N
T N
O
/0
/2
SG301
C1
SG301
C4
SG503
A4
SG503
A1
SG503
A4
SG501
F4
SG501
D1
SG501
D4
SG501
F1
SG503
A1
SG501
D1
SG501
D4
SG501
F1
SG501
F4
SG301
A1
SG301
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
SHEET ID
A
B
C
D
E
F
X X
X X
-X X
-X -X
X
X X
X X
-X X
-X -X
X
E
Q -2
-R
-0
X X
X X
X X
-X X
-X -X
X
M
IS
C O
T C
O U
N T
Y M
O
S T
F
R A
N C
IS
L
E V
E E
D
IS
T R
IC
T
C A
R U
T H
E R
S V
IL
L
E F
L O
O D
W A
L L
R E
P L
A C
E M
E N
T
M
IS
S
IS
S
IP
P I
R
IV
E R
L E
V E
E S
C
O N
S T
R U
C T
IO
N
M E
M P
H
IS
T
N
M E
M P
H
IS
D
IS
T R
IC
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N
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A
IN
S T
R E
E T
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
P
IL
A R
P
IL
A R
P
IL
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H A
M .R
IC
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A R
D
M .R
IC
H
A
IC
H
A
IC
H
A R
D
M .R
IC
H
A R
D
SG202
C F
W R
S
G .d g n
E3
A3
SCALE: 3/4" = 1' - 0"
SCALE: 3/4" = 1' - 0"
15'-11" (EDGE OF END PLATE TO EDGE OF END PLATE)
" (SKIN PLATE WIDTH)8
15'-10
"2
1'-11AT 2'-0" SPACING = 12'-0"
(7) WT8x25 INTERCOSTALS
"2
1'-11
C/L BOTTOM GIRDER
LATCH (TYP)
NOTCH FOR GATE
"4
101'-1"
LOWER HINGE
C/L UPPER AND
TURNBUCKLE AND CLEVISES
1" DIA. TIE ROD ASSEMBLY WITH
W18X55 GIRDER (TYP)
"4
1'-10FIVE EQUAL SPACES AT 2'-0" = 10'-0""4
1'-10
BOTTOM GIRDER (TYP)
AT C/L OF TOP AND
C/L 2" Ø DRAIN HOLES
" (EDGE OF SKIN PLATE TO EDGE OF SKIN PLATE)8
15'-10
C/L TOP GIRDER
C/L BOTTOM GIRDER
" BEARING PL2
12" x 1
" END PL2
" END PL2
TOP AND BOTTOM
" STIFFENER PL (TYP)8
" END PL2
LOWER HINGE
C/L UPPER AND
" SEAL PL (TYP)8
3" x 8
EDGE OF J-BULB SEAL
" SEAL PL8
3EDGE OF J-BULB SEAL
SPACED AT 4" O.C. MAX (TYP)
" Ø COUNTERSUNK SEAL BOLTS2
" SKIN PL8
" END PL2
(FAR SIDE)
" SKIN PL8
J-BULB SEAL
EDGE OF
2'0 1' 4'
2'0 1' 4'
S
IN
G L
E L
E A
F S
W
IN
G G
A T
E E
L E
V A
T
IO
N S
OPENINGS #2, #3 AND #5 GATE FRAMING - RIVERSIDE ELEVATION
OPENINGS #2, #3, AND #5 GATE FRAMING - LANDSIDE ELEVATION
GENERAL NOTES:
GIRDER
C/L TOP
L E
F T
H
IN
G E
O P
E N
IN
G
S
A
N D
A T
M
M
A
N D
M
4. SEE SG508 FOR GATE LATCHING DETAILS.
3. SEE SG504 AND SG505 FOR LOWER AND UPPER HINGE DETAILS.
2. GATES ARE SHOWN IN THEIR CLOSED POSITIONS.
1. OPENINGS #2, #3 AND #5 ARE LOCATED AT MONOLITHS 28, 36 AND 55, RESPECTIVELY.
S K
IN
P
L L
E N
G T
H
E
N D
P L
L E
N G
T H
FOR DETAILS
GATE PULL; SEE SG509
D
R A
W
IN
G R
E V
IS
E
D W
IT
H
A M
E N
D M
E N
T N
O
/0
/2
SG301
C1
SG301
C4
SG501
F1
SG503
A1
SG503
A4
SG501
F4
SG501
D4
SG501
D1
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
SHEET ID
A
B
C
D
E
F
X X
X X
-X X
-X -X
X
X X
X X
-X X
-X -X
X
E
Q -2
-R
-0
X X
X X
X X
-X X
-X -X
X
M
IS
C O
T C
O U
N T
Y M
O
S T
F
R A
N C
IS
L
E V
E E
D
IS
T R
IC
T
C A
R U
T H
E R
S V
IL
L
E F
L O
O D
W A
L L
R E
P L
A C
E M
E N
T
M
IS
S
IS
S
IP
P I
R
IV
E R
L E
V E
E S
C
O N
S T
R U
C T
IO
N
M E
M P
H
IS
T
N
M E
M P
H
IS
D
IS
T R
IC
T
N
M
A
IN
S T
R E
E T
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
P
IL
A R
P
IL
A R
P
IL
O C
H A
M .R
IC
H
A R
D
M .R
IC
H
A
IC
H
A
IC
H
A R
D
M .R
IC
H
A R
D
SG203
C F
W R
S
G .d g n
E3
A3
SCALE: 3/4" = 1' - 0"
SCALE: 3/4" = 1' - 0"
15'-11" (EDGE OF END PLATE TO EDGE OF END PLATE)
" (SKIN PLATE WIDTH)8
15'-10
"2
1'-11AT 2'-0" SPACING = 12'-0"
(7) WT8x25 INTERCOSTALS
"2
1'-11
C/L TOP GIRDER
C/L BOTTOM GIRDER
LATCH (TYP)
NOTCH FOR GATE
"8
1'-1"4
LOWER HINGE
C/L UPPER AND
TURNBUCKLE AND CLEVISES
1" DIA. TIE ROD ASSEMBLY WITH
W18X55 GIRDER (TYP)
"4
1'-10FIVE EQUAL SPACES AT 2'-0" = 10'-0""4
1'-10
BOTTOM GIRDER (TYP)
AT C/L OF TOP AND
C/L 2" Ø DRAIN HOLES
" (EDGE OF SKIN PLATE TO EDGE OF SKIN PLATE)8
15'-10
C/L TOP GIRDER
C/L BOTTOM GIRDER
" BEARING PL2
12" x 1
" END PL2
" END PL2
TOP AND BOTTOM
" STIFFENER PL (TYP)8
" END PL2
LOWER HINGE
C/L UPPER AND
" SEAL PL (TYP)8
3" x 8
EDGE OF J-BULB SEAL
" SEAL PL8
3EDGE OF J-BULB SEAL
SPACED AT 4" O.C. MAX (TYP)
" Ø COUNTERSUNK SEAL BOLTS2
" SKIN PL8
" END PL2
(FAR SIDE)
" SKIN PL8
J-BULB SEAL
EDGE OF
2'0 1' 4'
2'0 1' 4'
S
IN
G L
E L
E A
F S
W
IN
G G
A T
E E
L E
V A
T
IO
N S
GENERAL NOTES:
R
IG
H T
H
IN
G E
S K
IN
P
L A
T E
L E
N G
T H
E
N D
P L
A T
E L
E N
G T
H
OPENING #4 AND #6 GATE FRAMING - RIVERSIDE ELEVATION
OPENING #4 AND #6 GATE FRAMING - LANDSIDE ELEVATION
O P
E N
IN
G
S
A
N D
A
T M
A
N D
M
OH
OH
OH
OH OH
OH
OH
4. SEE SG508 FOR GATE LATCHING DETAILS.
3. SEE SG504 AND SG505 FOR LOWER AND UPPER HINGE DETAILS.
2. GATES ARE SHOWN IN THEIR CLOSED POSITIONS.
1. OPENINGS #4, AND #6 ARE LOCATED AT MONOLITHS 43 AND 67, RESPECTIVELY.
FOR DETAILS (TYP)
GATE PULL; SEE SG509
D R
A W
IN
G
R E
V
IS
E D
W
IT
H A
M E
N D
M E
N T
N O
/0
/2
SG301
C1
SG301
C4
SG501
F1
SG503
A4
SG503
A1
SG501
F4
SG501
D4
SG501
D1
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
SHEET ID
A
B
C
D
E
F
X X
X X
-X X
-X -X
X
X X
X X
-X X
-X -X
X
E
Q -2
-R
-0
X X
X X
X X
-X X
-X -X
X
M
IS
C O
T C
O U
N T
Y M
O
S T
F
R A
N C
IS
L
E V
E E
D
IS
T R
IC
T
C A
R U
T H
E R
S V
IL
L
E F
L O
O D
W A
L L
R E
P L
A C
E M
E N
T
M
IS
S
IS
S
IP
P I
R
IV
E R
L E
V E
E S
C
O N
S T
R U
C T
IO
N
M E
M P
H
IS
T
N
M E
M P
H
IS
D
IS
T R
IC
T
N
M
A
IN
S T
R E
E T
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
P
IL
A R
P
IL
A R
P
IL
O C
H A
M .R
IC
H
A R
D
M .R
IC
H
A
IC
H
A
IC
H
A R
D
M .R
IC
H
A R
D
SG501
C F
W R
S
G .d g n
G A
T E
F R
A M
IN
G
D E
T A
IL
S
S H
E E
T
O F
GENERAL NOTES:
3"
"2
" STIFFENER PL2
" GUSSET PL2
" END PL2
SEE DETAIL A7 ON SG509
GATE LATCHING PLATE
INTERCOSTAL
GIRDER
BOTTOM
SEAL
J-BULB
" SKIN PL8
" STIFFENER PL8
1'-0"
CLEVIS AND PIN
" Ø ROD WITH1
" GUSSET PL2
INTERCOSTAL
GIRDER
BOTTOM
" SKIN PL8
BOTTOM OF
SEAL
J-BULB
" END PL2
HINGE PL
LOWER
6"
HOLE
WELD ACCESS
" STIFFENER PL8
" END PL2
SEE DETAIL A7 ON SG509
GATE LATCHING PLATE
" STIFFENER PL8
INTERCOSTAL
TOP GIRDER
" SKIN PL8
" GUSSET PL2
WELD ACCESS HOLE
PLATES
UPPER HINGE
" SKIN PL8
TOP GIRDER
" STIFFENER PL8
INTERCOSTAL
CLEVIS AND PIN
"Ø ROD WITH 1
" GUSSET PL2
" END PL2
6"
1'-0"
1'-0"
CLEVIS AND PIN
"Ø ROD WITH 1
"4
10 " PL2
" END PL2
" GUSSET PL2
3"
CLEVIS AND PIN
"Ø ROD WITH 1
INTERCOSTAL
" STIFFENER PL8
SEE SG509 FOR DETAILS
SCREW JACK SUPPORT
SEE SG509 FOR DETAILS
SCREW JACK SUPPORT
SEE SG509 FOR DETAILS
GATE LATCHING PLATE
GIRDER
BOTTOM
" SKIN PL8
J-BULB SEAL
" BEARING PL2
12" X 1
2" Ø DRAIN HOLE
ACCESS HOLE
1" RADIUS WELD
" PL2
PULL SEE SG509
" PL FOR GATE2
ACCESS HOLE
1" RADIUS WELD
SEE SG504
LOWER HINGE PL
CJP
CJP
" END PL2
" STIFFENER PL2
" STIFFENER PL2
" STIFFENER PL2
B O
T T
O M
G
IR
D E
R D
E P
T H
" END PL2
" GUSSET PL2
" SKIN PL8
J-BULB SEAL
INTERCOSTAL
2" Ø DRAIN HOLE
CLEVIS AND PIN
"Ø ROD WITH 1
GIRDER
BOTTOM
SEE SG509 FOR DETAILS
GATE LATCHING PLATE
CLEVIS AND PIN
"Ø ROD WITH 1
J-BULB SEAL
2" Ø DRAIN HOLE
INTERCOSTAL
" STIFFENER PL8
" END PL2
" GUSSET PL2
" SKIN PL8
" BEARING PL2
12" X 1
"4
2" Ø DRAIN HOLE
CLEVIS AND PIN
"Ø ROD WITH 1
PLATES
UPPER HINGE
" END PL2
INTERCOSTAL
" STIFFENER PL8
" SKIN PL8
J-BULB SEAL
CJP
ACCESS HOLE (TYP)
1" RADIUS WELD STIFFENER PL
HOLE (TYP); GIRDER AND
1" RADIUS WELD ACCESS
ACCESS HOLE (TYP)
1" RADIUS WELD
F4
F1
GUSSET PLATE DETAILS
SCALE: 1 1/2" = 1' - 0"
D4
B4
D8
B8
D1
B1
1' 2'0 6"
1' 2'0 6"
1' 2'0 6" 1' 2'0 6"
1' 2'0 6"
1' 2'0 6"
1' 2'0 6"
1' 2'0 6"
WELDS REGARDLESS OF WHETHER OR NOT NOTED IN WELD SYMBOL TAILS.
1. ALL GROOVE WELDS ON THIS SHEET SHALL BE COMPLETE JOINT PENETRATION (CJP)
SECTION AT GUSSET PLATE SECTION AT GUSSET PLATE SECTION AT GUSSET PLATE
SECTION AT GUSSET PLATE
TOP GIRDER
TOP GIRDER
CJP
CJP
CJP
CJP
TOP HINGE PL
GIRDER WEB TO
D
R A
W
IN
G R
E V
IS
E
D W
IT
H
A M
E N
D M
E N
T N
O
/0
/2
B1
B4
D8
B8
| MONOLITH PLANS (SHEET 1 OF 9) |
| LEVEE TIE-IN ELEVATIONS |
| STEPPED GATE MONOLITH |
| TFP OPENING DETAILS |
| DOUBLE SWING GATE ELEVATIONS |
| LEFT HINGE SWING GATE ELEVATIONS |
| RIGHT HINGE SWING GATE ELEVATIONS |
| GATE FRAMING DETAILS |
File details come from the government source that posted it. Updated .