W912P623B0004_FY23_Appleton_Lower Dam_Gates_1-5_Fox_River_RTA Plans.pdf
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- APPLETON LOWER DAM GATES 1-5 REPLACEMENT IN OUTAGAMIE COUNTY, APPLETON, WISCONSIN ON THE FOX RIVER
- Solicitation number
- W912P623B0004
About this file
This solicitation notice seeks bids for a construction project to replace tainter gates 1-5 at the Appleton Lower Dam. The United States Army Corps of Engineers - Chicago District will replace the existing gates with newly fabricated gates. This acquisition is reserved exclusively for small businesses with a size standard of $39.5 million or less in average annual receipts. The estimated cost for construction is between $1,000,000 and $5,000,000. Bids are due by 2:00pm Central Time on March 14, 2023 and must be submitted through the System for Award Management. The point of contact for questions is Ericka Hillard at the Chicago District office.
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APPLETON, WISCONSIN
LOWER GATE 1-5 REPLACEMENT FY22
APPLETON LOCKS & DAMS
TBD
NOVEMBER
TBD
CHICAGO DISTRICT
LOWER APPLETON DAM
FINAL SUBMITTAL, 100% DESIGN BACKCHECK BCOES
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
of Engineers
US Army Corps
ALL DRAWINGS IN THIS SET.
INDICATE OFFICIAL RECOMMENDATION OF
REQUIRED BY ER 1110-1-8152. SIGNATURES
THE SCOPE OF THEIR EMPLOYMENT AS
ON THESE PROJECT DOCUMENTS WITHIN
TION DESIGNATIONS OF INDIVIDUALS APPEAR
INITIALS OR SIGNATURES AND REGISTRA-
CHICAGO DISTRICT CORPS OF ENGINEERS. THE
THIS PROJECT WAS DESIGNED BY THE
REVIEWED BY:
DRAWINGS CONTAINED IN THE SHEET INDEX.
RECOMMENDATION AND APPROVAL FOR ALL
SIGNATURE AFFIXED BELOW INDICATE OFFICIAL
APPROVED BY:
APPROVAL RECOMMENDED BY:
DATE
DATE DATE
CHIEF, DESIGN SECTION
JOHN GROBOSKI, P.E.
N/A
ATR TEAM LEADER
N/A, P.E.
PROJECT MANAGER
DAVID DUNN, P.E.
LOCATION MAPVICINITY MAP - APPLETON
SCALE IN MILES
0 10050 50
LOCATION MAP
MILWAUKEE
CHICAGO
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M I C H I G A N
MICHIGAN
LAKE
FOX RIVER DAMS
PROJECT SITES
SITE MAP - APPLETON LOWER DAM
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LOCATION ON THE GRID THE TITLE ITEM IS
SHEET ID THE DETAIL OR SECTION IS BEING CALLED FROM
NOTES SPECIFIC TO THIS TITLE
TRUE NORTH
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GRID SPACE SECTION IS LOCATED
SECTION CALL OUTDIRECTION OF SECTION CUT
SHEET ID, SECTION IS ON
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GRID SPACE DETAIL IS LOCATED
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OPERATE GATES DURING THE DURATION OF THE CONTRACT.
SAFEGUARDING ALL EXISTING HOIST CABLES & MACHINERY USED TO
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING AND 12.
LOADING ON SPILLWAY WALKWAY SHALL NOT EXCEED 90 PSF.11.
IN AREAS OF THE SLUICEWAY INACCESSIBLE TO GOVERNMENT PERSONNEL.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEBRIS AND ICE REMOVAL 10.
POLES DURING CONSTRUCTION.
CONTRACTOR IS REQUIRED TO PROTECT ALL EXISTING LIGHTS AND LIGHT 9.
BENCHMARKS AFFECTED BY THE WORK TO ORIGINAL LOCATIONS.
CONTRACTOR IS REQUIRED TO RE-ESTABLISH ALL EXISTING BRASS 8.
DOWNSTREAM.
ORIENTATION FOR "LEFT" AND "RIGHT" VERBIAGE ASSUMES LOOKING 7.
REQUIRED WORK.
PLANS WHICH EFFECT QUANTITIES OR EFFORT TO COMPLETE THE
EXISTING DIMENSIONS AND NOTIFY COR OF ANY DISCREPANCIES FROM
SHOWN ARE FROM PROPOSED DRAWINGS. CONTRACTOR SHALL VERIFY
ALL AS-BUILTS THAT ARE AVAILABLE HAVE BEEN PROVIDED. DIMENSIONS 6.
LOCATION UPON COMPLETION OF WORK.
VISIBLE TO USERS OF THE RIVER AND BE REINSTALLED IN ORIGINAL
FACILITATE CONSTRUCTION, HOWEVER SIGNS ARE REQUIRED TO REMAIN
CONSTRUCTION. IF NECESSARY, CONTRACTOR MAY RELOCATE SIGNAGE TO
RELATED TO DAM SAFETY AND LEAVE IN PLACE FOR DURATION OF
THE CONTRACTOR IS REQUIRED TO PROTECT ALL EXISTING SIGNAGE 5.
DISTURBED.
THOSE UTILITIES NOT REQUIRING TEMPORARY RELOCATION WILL NOT BE
AND SHALL CONDUCT OPERATIONS IN SUCH A MANNER AS TO ENSURE THAT
THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO STARTING WORK 4.
ELEVATIONS ARE REFERENCED TO NAVD 88.3.
ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED AS REQUIRED (REQ'D).2.
EMBEDDED SIDE SEAL PLATES AT 5 GATES AT APPLETON LOWER.
LOWER, AND FABRICATION AND INSTALLATION OF STAINLESS STEEL
REPLACEMENT OF 5 TAINTER GATES AND TRUNNION PINS AT APPLETON
CONTRACT WORK INCLUDES BUT IS NOT LIMITED TO: REMOVAL AND 1.
GENERAL NOTES
APPLETON LOWER DAM, TOPOGRAPHIC SURVEY: DATE JUNE 2015R-11230.
APPLETON LOWER DAM, REHABILITATION OF GATES AND PIERS: DETAILS OF NEW GATES: DATE MARCH 20, 1963R-11129.
APPLETON LOWER DAM, REHABILITATION OF GATES AND PIERS: GATE ANCHORAGE DETAILS: DATE MARCH 20, 1963R-11028.
APPLETON LOWER DAM, REHABILITATION OF GATES AND PIERS: REINF. & DETAILS - EAST ABUTMENT: DATE MARCH 20, 1963R-10927.
APPLETON LOWER DAM, REHABILITATION OF GATES AND PIERS: REINF. & DETAILS - PIER NO.5: DATE MARCH 20, 1963R-00826.
APPLETON LOWER DAM, REHABILITATION OF GATES AND PIERS: SECTIONS & DETAILS - PIERS 1,2,3 & 4: DATE MARCH 20, 1963R-00725.
APPLETON LOWER DAM, REHABILITATION OF GATES AND PIERS: PLAN & DETAILS REHABILITATED SLUICEWAYS: DATE MARCH 20, 1963R-00624.
APPLETON LOWER DAM, REHABILITATION OF GATES AND PIERS: PLAN, SECTIONS & DETAILS EXISTING SLUICEWAY: DATE MARCH 20, 1963 R-00523.
APPLETON LOWER DAM, STEEL SLUICE GATE: DATE JUNE 30, 1933R-00422.
APPLETON LOWER DAM, STEEL DETAILS: DATE JUNE 30, 1933R-00321.
APPLETON LOWER DAM, SPILLWAY PLAN & TYPICAL SECTIONS: DATE JUNE 30, 1933R-00220.
APPLETON LOWER DAM, SLUICEWAY PLAN & TYPICAL SECTIONS: DATE JUNE 30, 1933R-00119.
APPLETON LOWER GATES 1-5 TRUNNION PIN AND BEARING DETAILSM-50018.
APPLETON LOWER GATES 1-5 TAINTER GATE CONTROL PLANSC-70017.
APPLETON LOWER GATES 1-5 PLATFORM DETAILSSC-50316.
APPLETON LOWER GATES 1-5 TAINTER GATE DETAILS - 3SC-50215.
APPLETON LOWER GATES 1-5 TAINTER GATE DETAILS - 2SC-50114.
APPLETON LOWER GATES 1-5 TAINTER GATE DETAILSSC-50013.
APPLETON LOWER GATES 1-5 REQ'D PLATFORM DETAILSSC-30112.
APPLETON LOWER GATES 1-5 REQ'D SECTIONSC-30011.
TAINTER GATE REQ'D ELEVATIONSSC-20010.
TAINTER GATE GENERAL NOTESSC-0019.
APPLETON LOWER DAM REQ'D SECTIONS-3008.
APPLETON LOWER DAM REQUIRED SITE WORKS-1007.
APPLETON LOWER DAM SITE DEMOLITION PLANSD-1006.
APPLETON LOWER DAM REAL ESTATERR-100.5
APPLETON LOWER DAM EXISTING SITE MAP EAGLE'S NESTV-1014.
APPLETON LOWER DAM EXISTING OVERALL SITE MAP & WORK PLANV-1003.
GENERAL INFORMATION, SHEET INDEXGI-0012.
SHEETCOVERG-0011.
REFERENCENUMBER
TITLE SHEET SHEET
SHEET INDEX
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TITLE
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TITLE SPECIFIC NOTES.1.
NOTE:
NORTH
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APPLETON LOWER DAM: EXISTING OVERALL SITE MAP & WORK PLAN
EXISTING GATES 1, 2, 3, 4 & 5 TO BE REMOVED AND REPLACED
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EXISTING LIMESTONE WALL
SEE F4/SC510 FOR GATES 1-5 SIDE SEAL REPLACEMENT.2.
SEE SPEC SECTION 09 97 02 FOR GATE COATING REQUIREMENTS.1.
GENERAL NOTES
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1 AUGUST WITHOUT COR
EAGLE'S NEST 1 JANUARY TO
NO CONSTRUCTION WITHIN 660' OF
APPROX LOCATION OF EAGLE NEST
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APPLETON UPPER DAM
UPPER APPLETON DAM
E4
SCALE: NTS
VICINITY MAP - APPLETON
F1
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B M
IT
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E D
B Y
C H
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K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
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IO
N N
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IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
S I Z
E
:RR111
A1
RR111
E1
A1
SCALE: 1" = 40'
LOCK 3 REAL ESTATE
314029603
OF PARCEL 314029602 &
AREA 0.42 ACRES, PORTION
REQ'D WORK AND STORAGE:
OF PARCEL 314029604
AREA: 0.15 ACRES. PORTION
REQ'D WORK AND STORAGE
D S
A
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S c re e n
F u ll
S iz e .d s c ri p t
P D
A
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p lt c fg
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:5
A
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/3 /2
L o w e r
A p p le to n
N
ID
N E
W -6
F
C R
R -1
.d g n
D S
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S c re e n
F u ll
S iz e .d s c ri p t
P D
A
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:3
:5
A
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/3 /2
L o w e r
A p p le to n
N
ID
N E
W -6
F
C R
R -1
.d g n
J .D
E
N
Q U
IR
E
D R
E A
L E
S T
A T
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A P
P L
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O N
L O
W E
R D
A M
RR-111
K C
L A
IR
G
F A
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L E
F F
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R
P .E
N E
W
-6
F
C
R R
-1
.d g n
-6
F
C
J
H A
R
S I
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F
IN
A L
S U
B M
IT
T
A L
D
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IG
N
B A
C K
C H
E C
K B
C O
P L
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O N
W
IS
C
O N
S
IN
L O
W E
R G
A T
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-5 R
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L A
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M E
N T
F Y
A P
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O N
L O
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S
D A
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M B
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A
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IS
T R
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C T
I D
F
IL
E N
A M
LEGEND
ACCESS ROAD
WORK AND STORAGE
40' 80'0
N
RR110
A1
WORK AND STORAGE
CHANNEL IMPROVEMENT EASEMENT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
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B M
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E D
B Y
C H
E C
K E
D B
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D R
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N B
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D E
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IG
N E
D B
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C O
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R A
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N O
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A
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N N
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D A
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S I Z
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M A
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D E
S C
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IP
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N D
A T
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
S I Z
A
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S c re e n
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L o w e r
A p p le to n
N
ID
-6
F
C S
D -1
.d g n
SCALE: 1/8" = 1'
EXISTING PLAN VIEW & DEMOLITON PLAN - LOWER DAM & ABUTMENT
25'-0"'
25'-0"'
25'-0"'
D S
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S c re e n
F u ll
S iz e .d s c ri p t
P D
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F A
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F F
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.d g n
-6
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F
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B Y
C H
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D B
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D R
A W
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D E
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N O
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M A
R K
D E
S C
R
IP
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N D
A T
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
ABUTMENT WALL
EXISTING STONE MASONRY
POLE
EXISTING LIGHT
SEE NOTE #5
TO BE REMOVED
EXISTING GATE #1,
ABUTMENT WALL
EXISTING STONE MASONRY
SEE NOTE #5
TO BE REMOVED
EXISTING GATE #2,
POLE
EXISTING LIGHT
SEE NOTE #5
TO BE REMOVED
EXISTING GATE #3,
SEE NOTE #5
TO BE REMOVED
EXISTING GATE #4,
POLE
EXISTING LIGHT
POLE
EXISTING LIGHT
EXISTING SIGN
SEE NOTE #5
TO BE REMOVED
EXISTING GATE #5,
S I Z
E
N
0 8'4' 16'
PIER #4
PIER #3
PIER #2
PIER #1
POLE
EXISTING LIGHT
NOTE: LIGHT POLES TO BE TEMPORARILY REMOVED AND RE-INSTALLED AS NECESSARY
F L O
W
1. EXISTING INCLINOMETERS TO BE REMOVED FROM GATES PRIOR TO
DEMOLITION AND RE-INSTALLED IN THE SAME LOCATION ON THE NEW GATE.
2. EXISTING INCLINOMETER CONDUIT ON SLUICEWAY PIER HANDRAILS SHALL
BE REMOVED PRIOR TO DEMOLITION AND INSTALLED ON THE NEW HANDRAIL.
3. SEE DRAWING INDEX ON GI001 FOR EXISTING TAINTER GATE REFERENCE
DRAWINGS.
4. IMMEDIATELY UPON REMOVAL OF EXISTING TAINTER GATES AND TRUNNION
PINS, THE EXISTING YOKE STEEL AND ANCHORAGE SHALL BE INSPECTED.
LOSS OF SECTION OF 10% OR MORE AND LOSS OF RIVET HEADS OF 25% OR
MORE SHALL BE BROUGHT TO THE C.O.R.'S ATTENTION IMMEDIATELY.
5. GATE HOIST EQUIPMENT AND SLUICEWAY WALKWAY NOT SHOWN FOR
CLARITY.
GENERAL SHEET NOTES
PIER #5
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:2
P
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/1
/2
L o w e r
A p p le to n
N
ID
-6
F
C
S -1
.d g n
A1
SCALE: 1/8" = 1'
REQUIRED PLAN VIEW - LOWER DAM & ABUTMENT
REQ'D TAINTER GATE #4
REQ'D TAINTER GATE #3
REQ'D TAINTER GATE #2
REQ'D TAINTER GATE #1
CONCRETE WALL
EXISTING
REQ'D TAINTER GATE #5
D S
A
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S c re e n
F u ll
S iz e .d s c ri p t
P D
A
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P
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/1
/2
L o w e r
A p p le to n
N
ID
-6
F
C
S -1
.d g n
G
F A
Y E
L E
F F
L E
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IT
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W O
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A P
P L
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O N
L O
W E
R D
A M
S-100
K C
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F F
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-6
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-1 .d g n
-6
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M E
N T
F Y
A P
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T R
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I D
F
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B
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K E
D B
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D R
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D E
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D B
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M A
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D E
S C
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N D
A T
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
N
0 8'4' 16'
PIER #4
PIER #3
PIER #2
PIER #1
F L O
W
PIER #5
S I Z
A
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S c re e n
F u ll
S iz e .d s c ri p t
P D
A
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L o w e r
A p p le to n
N
ID
-6
F
C
S -3
.d g n
16'-0"
12' 10"'
D S
A
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S c re e n
F u ll
S iz e .d s c ri p t
P D
A
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L o w e r
A p p le to n
N
ID
-6
F
C
S -3
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G
F A
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F F
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P
IE
R S
E C
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IO
N
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-5
R E
Q 'D
T A
IN
T
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G A
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A N
D S
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IC
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W A
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S-300
K C
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F A
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F F
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-6
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-3 .d g n
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K B
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IN
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A T
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-5 R
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L A
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M E
N T
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A P
P L
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O N
L O
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S
D A
M S
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D
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M B
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N
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K E
D B
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D R
A W
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N E
D B
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M A
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D E
S C
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N D
A T
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
1A
SECTION (GATE 1-5)
REQ'D TAINTER GATE AND SLUICEWAY PIER
1/2"=1'-0"SCALE: 0 2' 4'1'
REQ'D TRUNNION PIN
REMAIN
SHOE ASSEMBLY TO
EXISTING TRUNNION
THROUGH R-112
REFER TO SHEETS R-006
EXISTING GATE ANCHORAGE.
REQ'D TRUNNION PIN SLEEVE
REQ'D TAINTER GATE
REQ'D MAINTENANCE PLATFORM
REQ'D SILL PLATE
REQ'D SIDE SEAL PLATE. SEE DETAIL A6 ON SHEET SC-510
EXISTING STOP LOGS AND RECESS
EXISTING REINFORCED CONCRETE SLUICEWAY PIER
EXISTING SLUICEWAY WALKWAY
S I Z
E
EL. 716.95 - TOP OF PIER
EL. 709.76 - TOP OF GATE
EL. 706.71 - CL TRUNNION PIN
H.P. HEADWATER VARIES - SEE NOTE 2
EL. 699.16 - TOP OF SILL
M-500
A11
SC-300
A11
B3
SC-501
A13
SC-501
SC-500
J10
A14
SC-503
A1
SC-200
J14
SC-501
A13
SC-200
M-500
K1
SC-503
K17
WITH LADDER AND PLATFORM
EQUAL, 50" OPENING WIDTH GATE OPENING TO ALIGN
REQ'D SAFETY GATE, PS SAFETY ACCESS EDGEHALT OR
A9
SC-503
N.P. TAILWATER VARIES - SEE NOTE 2
1. REQ'D TRUNNION PINS SHALL BE SURVEYED AFTER INSTALLATION. W8X35
STRUTS SHALL BE MILLED TO BEAR ON THE STRUT END AND WEB PLATES
BASED ON TRUNNION PIN SURVEY.
2. SEE ATTACHMENT TO SPEC SECTION 01 35 13 FOR HEADWATER AND
TAILWATER ELEVATIONS.
3. ALL ELEVATIONS PROVIDIED ON THIS SHEET ARE GIVEN IN NAVD88.
GENERAL SHEET NOTE
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:5
P
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/1
/2
L o w e r
A p p le to n
N
ID
-6
F
C
S C
-0
.d g n
D S
A
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S c re e n
F u ll
S iz e .d s c ri p t
P D
A
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p lt c fg
:5
:5
P
M
/1
/2
L o w e r
A p p le to n
N
ID
-6
F
C
S C
-0
.d g n
G
F A
Y E
L E
F F
L E
R
P
IN
T
E R
G A
T E
S G
E N
E R
A L
N O
T E
S
SC-001
K C
L A
IR
G
F A
Y E
L E
F F
L E
R
P .E
-6
F C
S
C -0
.d g n
-6
F
C
J
H A
R
S I
D
F
IN
A L
S U
B M
IT
T
A L
D
E S
IG
N
B A
C K
C H
E C
K B
C O
P L
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O N
W
IS
C
O N
S
IN
A P
P L
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O N
L O
C K
S
D A
M S
T B
D
N O
V E
M B
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T B
D
C H
IC
A
G O
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L
IN
O
IS
S
L
A S
A L
L E
S T
S
U
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C H
IC
A
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T R
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C T
I D
F
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A M
W E
R G
A T
E
-5 R
E P
L A
C E
M E
N T
F Y
HOLES
WELD ACCESS PLATES TYP
END OF ALL WELDED
WRAP WELD AROUND
WRAP WELD DETAIL
SCALE: NO SCALE
L2
AND GRINDING
AFTER WELDING
FINISH LINE
T A
B
WELD JOINT
STEEL PLATE
SCALE: NO SCALE
L8
RADIUS TENSION DETAIL
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
S I Z
E
ASSEMBLY INCLUDING ALL BOLTS AND PAINT.
THE FABRICATOR SHALL SUBMIT THE FINAL WEIGHT OF THE GATES 6.
04 AND SUBMIT TO THE CONTRACTING OFFICER FOR APPROVAL.
SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH SPECIFICATIONS 05 59 13.01
USED AS DETAILED FABRICATION SHOP DRAWINGS. THE FABRICATOR SHALL
THESE CONTRACT DRAWINGS ARE NOT INTENDED TO BE, AND SHALL NOT BE 5.
HIGHER THAN 125 MICRO INCHES.
ALL HOLES AND CUT SURFACES SHALL HAVE A SURFACE ROUGHNESS NOT 4.
DURING PREPARATION OF SHOP DRAWINGS.
SHOULD BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER
OBTAIN FINAL DIMENSIONS. ANY DISCREPANCIES IN THE DIMENSIONS
DRAWINGS ARE GENERALLY TO SCALE BUT SHOULD NOT BE SCALED TO 3.
SHRINKAGE AND DISTORTIONS DUE TO WELDING.
ALLOWANCES MUST BE MADE FOR WELD PREPARATIONS, MACHINING,
DIMENSIONS SHOWN OR CALLED FOR ARE FINAL DIMENSIONS AND 2.
FABRICATION.
RESOLVED TO MINIMIZE DELAYS IN ODERING MATERIALS OR STARTING
ATTENTION OF THE CONTRACTING OFFICER SO THAT ALL ISSUES CAN BE
RELATED TO FABRICATION SHALL BE IMMEDIATELY BROUGHT OT THE
ALL DEFICIENCIES, INACCURACIES, OMISSIONS, AND INTERFERENCES 1.
GENERAL TAINTER GATE NOTES
LEVEL 1.
ACCORDING TO ASTM A609 ACCEPTANCE CRITERIA PER SECTION 10.2.1,
THE GATE HOIST ATTACHMENT SHALL BE TESTED WITH STRAIGHT BEAM UT 3.
OF THE PART. UT ALL WELDS TO CODE AND RECORD INDICATIONS.
CAUSING A TOTAL LOSS OF BACK REFLECTION WILL RESULT IN REJECTION
OF SUPPLEMENTARY REQUIREMENT S20 LEVEL BR, ANY DISCONTINUITY
BE ULTRASONICALLY TESTED ACCORDING TO ASTM A788, WITH APPLICATION
TRUNNION PINS, TRUNNION SLEEVES, AND LIFTING ATTACTCHMENT SHALL 2.
THE PROCEDURE AND PROCESS.
DONE AS EARLY AS POSSIBLE IN THE PROJECT TO ASSURE THE QUALITY OF
ACCORDANCE WITH AWS D1.5 SUBSECTION 12.1. THE TESTING SHALL BE
ALL WELDS ON FRACTURE CRITICAL MEMBERS SHALL BE TESTED IN 1.
TESTING REQUIREMENTS
STEEL PLATE
MEET AWS D1.1 REQUIREMENTS FOR ACCEPTANCE CRITERIA.
ACCEPTANCE CRITERIA. ALL HANDRAIL, GRATING AND LADDER WELDS SHALL
AND LADDER WELDS SHALL MEET AWS D1.5 REQUIREMENTS FOR
ALL WELDS ON NON-FCM GATE COMPONENTS EXCEPT HANDRAIL, GRATING 13.
6.3, CLASS C REQUIREMENTS FOR ACCEPTANCE CRITERIA.
ALL WELDS ON FRACTURE CRITICAL MEMBERS SHALL MEET AWS D1.5 TABLE 12.
PERFORMED AT NO ADDITIONAL COST TO THE GOVERNMENT.
TREATMENT, ANY REPEATING OF THE HEAT TREATMENT SHALL BE
AFTER STRESS RELIEVING, SHALL REQUIRE A REPEATING OF THE HEAT
ALL WELD REPAIRS TO STRESS RELIEVED COMPONENTS, WHICH OCCUR 11.
PLATE AND AT ALL WELD ACCESS HOLES.
ALL FILLET WELDS SHALL BE FULLY WRAPPED AROUND THE ENDS OF THE 10.
FABRICATION TECHNIQUES.
PENETRATION WELDS AND SHALL BE ADDRESSED THROUGH WELDING AND
DISTORTIONS WHICH ARISE DUE TO HEAT INPUT FROM COMPLETE JOINT
ACHIEVE THESE TOLERANCES. EXTRA ATTENTION SHALL BE GIVEN TO
FABRICATOR SHALL PERFORM WELD PROCEDURES IN A MANNER TO
PRESENTED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS, THE
FABRICATOR IS RESPONSIBLE FOR ACHIEVING ALL TOLERANCES 9.
70 KSI LOW HYDROGEN ELECTRODES SHALL BE USED FOR ALL WELDS.8.
OTHERWISE.
ACCESS HOLES WITH A MINIMUM RADIUS OF 1.5 INCHES UNLESS SHOWN
WRAPPED WITH ADJACENT FILLET. WELD ACCESS HOLES SHALL HAVE
ACCORDANCE WITH THE LATEST EDITION OF AISC. ALL WELDS SHALL BE
ALL WELDS UTILIZING THE SAME WELD PROCESS INTENDED AND SHAPED IN
WELDS, THEY SHALL BE SIZED SUFFICIENTLY TO PERMIT THE WRAPPING OF
WELD ACCESS HOLES SHALL BE USED TO PREVENT THE INTERSECTION OF 7.
WATER TO PASS THROUGH THE GATE ARE NOT PERMITTED.
WELD ACCESS HOLES IN THE UPSTREAM SURFACE THAT WOULD ALLOW 6.
MADE LARGER THAN THE MAXIMUM SIZE PERMITTED IN AWS D1.5.
WELDS SHALL BE SMALLER THAN 1/4", FILLET WELDS SHALL ALSO NOT BE
WELDING SOCIETY, STRUCTURAL WELDING CODE AWS D1.5, NO FILLET
REQUIRED IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN
WHERE FILLET WELD SIZE IS NOT SHOWN, THE SIZE SHALL BE THE MINIMUM 5.
PENETRATION WELDS ACCORDING TO AWS D1.5 (LATEST EDITION).
GOVERNMENT APPROVAL. ALL SPLICES SHALL BE COMPLETE JOINT
SHALL BE CLEARLY SHOWN AND CLOUDED ON THE SHOP DRAWINGS FOR
ALL SPLICES MADE THAT ARE NOT SHOWN ON THE CONTRACT DRAWINGS 4.
PERFORMED PARALLEL TO THE DIRECTION OF STRESS FLOW.
GRIND WELDS FLUSH ON ALL BUTT WELDED JOINTS. GRINDING SHALL BE 3.
FEATURES OF THE TECHNIQUES.
SHALL BE SPECIFIC WITH REGARD TO THE FILLER METAL AND OTHER
CONTRACTOR'S SPECIFICATIONS ACCOMPANYING WORKING DRAWINGS 2.
CONTRACTOR FOR APPROVAL IN ACCORDANCE WITH THE SPECIFICATIONS.
REQUIRED, DETAILED WELDING INFORMATION SHALL BE SUBMITTED BY THE
WELDING SOCIETY AND INDICATE ONLY SIZE AND TYPE OF WELDS
WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN 1.
TAINTER GATE WELDING NOTES
A
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S c re e n
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S iz e .d s c ri p t
P D
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p lt c fg
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/2
L o w e r
A p p le to n
N
ID
-6
F
C
S C
-2
.d g n
H5
SCALE: 3" = 1'
TRUNNION SLEEVE ATTACHMENT DETAIL
A1
SCALE: 3/4" = 1'
TAINTER GATE ELEVATION
A13
SCALE: 3/4" = 1'
TAINTER GATE SECTION
/1
1'-2" 1'-2" 2'-4" 2'-4" 1'-2"1'-2" 1'-2"1'-2"2'-4"2'-4"1'-2" 1'-2"
1'-2"1'-2"2'-4"2'-4"1'-2"1'-2" 1'-2" 2'-4" 2'-4" 1'-2"1'-2"
1'-0"2'-0"
19'-11" WIDTH OF SKIN PLATE
7 1/2 "
3"
SKIN PLATE 1/2 "
PIER TO EDGE OF
EDGE OF CONCRETE
4 7/16 "
3 15/16 "
5 1/2 "
6"
8"
6 7/8 "
8 7/8 "
TO EDGE OF PIER)
3 9/16 " (EDGE OF SLEEVE
19'-6" OUTSIDE OF W21 TO OUTSIDE OF W21
19'-11" SKIN PLATE
7 1/2 " 7 1/2 "
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:0
P
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/1
/2
L o w e r
A p p le to n
N
ID
-6
F
C
S C
-2
.d g n
G
F A
Y E
L E
F F
L E
R
P
E V
A T
IO
N
A N
D S
E C
T
IO
N
T A
IN
T
E R
G A
T E
S R
E Q
D
SC-200
K C
L A
IR
G
F A
Y E
L E
F F
L E
R
P .E
-6
F C
S
C -2
.d g n
-6
F
C
J
H A
R
S I
D
F
IN
A L
S U
B M
IT
T
A L
D
E S
IG
N
B A
C K
C H
E C
K B
C O
P L
E T
O N
W
IS
C
O N
S
IN
A P
P L
E T
O N
L O
C K
S
D A
M S
T B
D
N O
V E
M B
E R
T B
D
C H
IC
A
G O
IL
L
IN
O
IS
S
L
A S
A L
L E
S T
S
U
IT
E
C H
IC
A
G O
D
IS
T R
O
J E
C T
I D
F
IL
E N
A M
W E
R G
A T
E
-5 R
E P
L A
C E
M E
N T
F Y
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
1. CONTRACTOR SHALL DETERMINE AND DESIGN LIFTING COMPONENTS AND
LIFTING METHODS TO REMOVE EXISTING AND INSTALL NEW GATE. ALL DESIGNS
SHALL BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER.
GENERAL SHEET NOTE
6"0 3" 1'SC-200
H13
S-300
F12
2'0 1' 4' S-300
H10
2'0 1' 4'
S I Z
E
C2
SC-500
H5
SC-200
SC-502
F9
SC-502
H9
SC-502
E13
SC-502
H9
SC-502
E13
SC-502
F9
SC-502
A9
REQ'D TRUNNION PIN SLEEVE
EXISTING FACE OF PIER
REQ'D W8X35 STRUT
3/8" CORK MASTIC
ZINC FILLER
EXISTING GATE ANCHORAGE BEAM
CL TRUNNION
CL REQ'D W8X35TRUT ARM
EXISTING TRUNNION SHOE ASSEMBLY
CL TRUNNION
NOTE: TRUNNION PIN NOT SHOWN FOR CLARITY.
CL SLEEVE
REQ'D TRUNNION PIN SLEEVE
1/4
1/4 TYP
W8X35
REQ'D WT8X18
REQ'D 2"Ø WEEP HOLES @ 2'-0" C/C
REQ'D 3/8" SKIN PLATE
LINE OF SYMMETRY
CL OF SKIN PLATE
EDGE OF PIER
GATE LUG
REQ'D
W21X93 (FCM)
C5X9
CL WEEP HOLES TOP
GIRDER ONLY
CL WEEP HOLES
BOTTOM GIRDER ONLY
CL SKIN PLATE
REQ'D GATE LUG CONNECTOR
REQ'D GATE LUG
REQ'D WIRE ROPE CONNECTOR REQ'D WIRE ROPE CONNECTOR
REQ'D GATE LUG
LINK (TYP)
REQ'D CONNECTING
REQ'D GATE LUG CONNECTOR
A
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S c re e n
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S iz e .d s c ri p t
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/1
/2
L o w e r
A p p le to n
N
ID
-6
F
C
S C
-3
.d g n
SCALE: 3/4" = 1'
PLATFORM ELEVATION
J13
TAINTER GATE PLAN VIEW (APPLETON LOWER GATES 1-5)
G1
SCALE: 3/4" = 1'
TAINTER GATE ELEVATION VIEW APPLETON LOWER GATES 1-5
A1
SCALE: 3/4" = 1'
TAINTER GATE SECTION APPLETON LOWER GATES 1-5
A11
SCALE: 3/4" = 1'
3 EQUAL SPACES
3"
6"
6'-0 7/8 "
5'-2 1/16 "
3"
10'-6 3/16 "
7'-5 5/8 "
3'-0 5/8 "
12'-10" R TO OUTSIDE FACE OF SKIN PLATE40.4°
20.2°
20.2°
6'-0 7/8 "
5'-2 1/16 "
3"
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
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P
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/1
/2
L o w e r
A p p le to n
N
ID
-6
F
C
S C
-3
.d g n
G
F A
Y E
L E
F F
L E
R
P
A N
-E L
E V
A T
IO
N
-S E
C T
IO
N
T A
IN
T
E R
G A
T E
S R
E Q
D
SC-300
K C
L A
IR
G
F A
Y E
L E
F F
L E
R
P .E
-6
F C
S
C -3
.d g n
-6
F
C
J
H A
R
S I
D
F
IN
A L
S U
B M
IT
T
A L
D
E S
IG
N
B A
C K
C H
E C
K B
C O
P L
E T
O N
W
IS
C
O N
S
IN
A P
P L
E T
O N
L O
C K
S
D A
M S
T B
D
N O
V E
M B
E R
T B
D
C H
IC
A
G O
IL
L
IN
O
IS
S
L
A S
A L
L E
S T
S
U
IT
E
C H
IC
A
G O
D
IS
T R
O
J E
C T
I D
F
IL
E N
A M
W E
R G
A T
E
-5 R
E P
L A
C E
M E
N T
F Y
REQ'D WEEP HOLE
REQ'D WEEP HOLE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
1. FABRICATOR TO VERIFY AND PROVIDE FINAL WEIGHT OF COMPLETED
ASSEMBLED GATES.
2. CONTRACTOR TO FIELD VERIFY EXISTING PIER DIMENSIONS PRIOR TO
FABRICATION OF GATES.
3. 100% OF FILLET WELDS SHALL BE MT TESTED TO THE APPLICABLE
REQUIREMENTSOF AWS D1.5.
4. 100% OF CJP WELDS SHALL BE UT TESTED TO THE APPLICABLE
REQUIREMENTS OF AWS D1.5.
GENERAL SHEET NOTES
2'0 1' 4'
2'0 1' 4'
2'0 1' 4' S-300
E5
2'0 1' 4'
S I Z
E
LINE OF SYMMETRY
EXISTING FACE OF PIER
REQ'D GATE ARM
REQ'D L 4X4X3/8
REQ'D MC10X28.5
GRATING, 1 1/4"X1/8" GALV
REQ'D 19-W4 SERRATED
REQ'D 1/2" PLATE
REQ'D RIB WT8X18
TRUNNION CL
REQ'D 1/2" PLATE
REQ'D W21X93 (FCM)
REQ'D 1/2" PLATE
W
X
W
X
W 8X35
REQ'D 1/2" PLATE
REQ'D W21X93 (FCM)
REQ'D 3/8" SKIN PLATE
GATE CL
W8X35
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
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:2
:2
P
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/1 /2
L o w e r
A p p le to n
N
ID
-6
F
C
S C
-3
.d g n
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:2
:2
P
M
/1 /2
L o w e r
A p p le to n
N
ID
-6
F
C
S C
-3
.d g n
G
F A
Y E
L E
F F
L E
R
P
A T
F O
R M
D E
T A
IL
T A
IN
T
E R
G A
T E
S R
E Q
D
SC-301
K C
L A
IR
G
F A
Y E
L E
F F
L E
R
P .E
-6
F C
S
C -3
.d g n
-6
F
C
J
H A
R
S I
D
F
IN
A L
S U
B M
IT
T
A L
D
E S
IG
N
B A
C K
C H
E C
K B
C O
P L
E T
O N
W
IS
C
O N
S
IN
A P
P L
E T
O N
L O
C K
S
D A
M S
T B
D
N O
V E
M B
E R
T B
D
C H
IC
A
G O
IL
L
IN
O
IS
S
L
A S
A L
L E
S T
S
U
IT
E
C H
IC
A
G O
D
IS
T R
O
J E
C T
I D
F
IL
E N
A M
W E
R G
A T
E
-5 R
E P
L A
C E
M E
N T
F Y
REQ'D 9/16" PLATE
REQ'D 9/16" PLATE
REQ'D 9/16" PLATE
REQ'D 9/16" PLATE
REQ'D RIB WT8X22.5
REQ'D 3/8" SKIN PLATE
A4
SCALE: 1" = 1'
TAINTER GATE SECTION
REQ'D W21X93 (FCM)
REQ'D W21X93 (FCM)
3"
REQ'D WEEP HOLE
REQ'D WEEP HOLE
3"
.6
.7
°4 .3
.5
"16
1'-4
7'-1
7'-6
"16
7'-11
7'-6"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
S I Z
E
W 8X35
W8X3
W
X
W
X
17'-0" R TO OUTSIDE FACE OF SKIN PLATE
0 1' 2'6"
1. WIRE ROPE CONNECTION NOT SHOWN FOR CLARITY.
NOTE:
SC-300
J13
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:4
P
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/1
/2
L o w e r
A p p le to n
N
ID
-6
F
C
S C
-5
.d g n
J10
SCALE: 3" = 1'
C10
SCALE: 1" = 1"
C2
SILL PLATE SEAL
SIDE SEAL MOLDSIDE SEAL CONNECTION
1 7/32" 3/4"
5 1/4"
/8
3 3/16 "
CENTER OF SILL PLATE TO MATCH GATE BOTTOM
2"'
/8
11"
3"
3"6"3"
1' 0"
J2
SCALE: 1" = 1"
SIDE SEAL
72.65°
1/4 "
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:4
P
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/1
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L o w e r
A p p le to n
N
ID
-6
F
C
S C
-5
.d g n
G
F A
Y E
L E
F F
L E
R
P
IN
T
E R
G A
T E
D E
T A
IL
S
SC-500
K C
L A
IR
G
F A
Y E
L E
F F
L E
R
P .E
-6
F C
S
C -5
.d g n
-6
F
C
J
H A
R
S I
D
F
IN
A L
S U
B M
IT
T
A L
D
E S
IG
N
B A
C K
C H
E C
K B
C O
P L
E T
O N
W
IS
C
O N
S
IN
A P
P L
E T
O N
L O
C K
S
D A
M S
T B
D
N O
V E
M B
E R
T B
D
C H
IC
A
G O
IL
L
IN
O
IS
S
L
A S
A L
L E
S T
S
U
IT
E
C H
IC
A
G O
D
IS
T R
O
J E
C T
I D
F
IL
E N
A M
W E
R G
A T
E
-5 R
E P
L A
C E
M E
N T
F Y
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
6"0 3" 1'
0 1" 2"1/2"6"0 3" 1'SC-200
B13
6"0 3" 1'
TYP
G
R. 1"
R. 9/32"
R. 1/2"
1/2" F3125 BOLTS
REQ'D 9/16" BOLT HOLES FOR
R. 9/32"
CENTERED ABOUT J-BULB CONTACT POINT
EMBEDDED SIDE SEAL PLATES TO BE
SEE NOTE 3
SEE NOTE 1
SEE NOTE 2
EXISTING PIER FACE
EXISTING CONC. SILL
REQ'D S.S. PLATE 1" X 18" X 20'-0"
AFTER PLATE INSTALLATION)
PLUG WELDED (WELD TO BE GROUND FLUSH
COUNTER SUNK OR CUT FLUSH W/ PLATE AND
EMBED @ 1'-11 1/2" C/C. BOLTS TO BE
REQ'D 3/4" DIA S.S. ADHESIVE ANCHORS, MIN 6"
EXISTING 3/4" DIA ROD @ 3'-0" @ 1'-0" C/C
EXISTING #3 BARS @ 2'-0" C/C
EXISTING #8 BARS @ 1'-3" C/C EXISTING C8X16.25
GROUND SMOOTH
PLUG WELDED AND
SET AND HOLES
AFTER GROUT HAS
NUT TO BE REMOVED
REQ'D PLATE 3/4" X 6" SS
CONC. PIER
EXISTING FACE OF
SEAL PLATE
AFTER FINAL ADJ OF
CEMENT GROUT
BACKFILL TRENCH W/
ROD @ 2'-0" C/C
REQ'D 3/4" X 1'-0" SS
REQ'D DOUBLE NUT
S-300
D12
SC-200
C14
S I Z
E
NOTES:
1. SEALS UNLIMITED NATURAL RUBBER SEAL 6404 OR EQUAL AT APPLETON LOWER. ALL SEALS TO HAVE 1/4" PRESET.
2. GALVANIZED ASTM A36 CLAMP PLATE 1/2" X 2 1/4" AT APPLETON LOWER WITH GALV BOLTS. CLAMP PLATE AND BOLTS.
ENSURE BOLT HOLES ON GATE MATCH SIZE AND SPACING OF CLAMP PLATE BOLT HOLES.
3. CONNECTION SHALL BE LOCKED USING A DOUBLE NUT OR THREADLOCKER TO PREVENT LOOSENING OF THE CONNECTION.
4. DETAIL APPLIES TO ALL NEW, REPLACED GATES.
NOTE:
1. LEVELING GROUT TO BE PLACED
PRIOR TO PLACEMENT OF SILL. SEE
SPEC SEC 03 31 01.00 10.
A13
DETAIL
B3
DETAIL
J14
J3
TOP RIB CONNECTIONBOTTOM RIB CONNECTION
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:0
P
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/1
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L o w e r
A p p le to n
N
ID
-6
F
C
S C
-5
.d g n
3"
6"R
/4
R
T A
B
T A
B
5 3 /4 "
R
/4
R
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:0
P
M
/1
/2
L o w e r
A p p le to n
N
ID
-6
F
C
S C
-5
.d g n
G
F A
Y E
L E
F F
L E
R
P
IN
T
E R
G A
T E
D E
T A
IL
S
SC-501
K C
L A
IR
G
F A
Y E
L E
F F
L E
R
P .E
-6
F C
S
C -5
.d g n
-6
F
C
J
H A
R
S I
D
F
IN
A L
S U
B M
IT
T
A L
D
E S
IG
N
B A
C K
C H
E C
K B
C O
P L
E T
O N
W
IS
C
O N
S
IN
A P
P L
E T
O N
L O
C K
S
D A
M S
T B
D
N O
V E
M B
E R
T B
D
C H
IC
A
G O
IL
L
IN
O
IS
S
L
A S
A L
L E
S T
S
U
IT
E
C H
IC
A
G O
D
IS
T R
O
J E
C T
I D
F
IL
E N
A M
W E
R G
A T
E
-5 R
E P
L A
C E
M E
N T
F Y
6"0 3" 1'
6"0 3" 1'
6"0 3" 1'S-300
G13
SC-501
B14
6"0 3" 1'
S-300
E8
S-300
C10
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
S I Z
E
J3
SC-501
REQ'D W8X35
REQ'D W8X35
REQ'D 1/2" PLATE
REQ'D 1/2" PLATE
HOLE @ 2' C/C
REQ'D 2"Ø WEEP
REQ'D W8X35
REQ'D W8X35
REQ'D 1/2" PLATE
STIFFENER PLATE
REQ'D 3/8" THICK
REQ'D WT 8X18 RIB
1/4
REQ'D C8X11.5
SKIN PLATE
REQ'D 3/8"
REQ'D WT 8X18 RIB
PLATE
REQ'D 3/8" X 8 3/8" X 7"
WEB OF W8X35
TYP
REQ'D W21X93 (FCM)
REQ'D W21X93 (FCM)
CJP
WEB OF W8X35
REQ'D W21X93 (FCM)
COPE CHANNEL FLANGE AS REQ'D
RADIUS
TO THE SPECIFIED
TAB BY GRINDING
AND REMOVAL OF
AFTER WELDING
FINISHED LINE
1/4
(1/4)
RADIUS
TO THE SPECIFIED
TAB BY GRINDING
AND REMOVAL OF
AFTER WELDING
FINISHED LINE
1/4
COPE CORNERS
AS REQ'D
REQ'D 3/8"
SKIN PLATE
TYP
1/4
CJP
1/4
1/4
TYP
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:1
P
M
/1
/2
L o w e r
A p p le to n
N
ID
-6
F
C
S C
-5
.d g n
H1
SCALE: 1 1/2" = 1'
GUSSET PLATE
TRUNNION SLEEVE TO STRUT CONNECTION SECTION
A9
CONNECTING LINKS
L9
PIN PLATE
SCALE: 6" = 1'
L14
GATE LUG ELEVATION
REQ'D 1/2" PIN PLATE
E13
GATE LUG PLAN
7 3/4 "
5 1/4 "
A15
GATE LUG SECTION
ASTM A709 GRADE 50
REQ'D (2) L8X6X1/2"
REQ'D 2 1/4" R
REQ'D 1.36" DIA
4 1/2 "
/2
/4
2"
4"
/3
REQ'D 1.36" DIA
REQ'D 1.44" DIA
13/32 "
1 1/4 "
1 1/2 "
H9
WIRE ROPE CONNECTOR
5 1/2"2 1/2"
22/25"
1.375"
COTTER PIN
STAINLESS STEEL
DIA FOR 1/4"
DRILL THROUGH 9/32"
SHALL BE ASTM A193 B5
NUT. ALL MATERIAL PROPERTIES
CAPSCREW W/ALL STELL LOCK
1.375" DIA X 8.0" LONG HEX HEAD
1 1/4"
F9
GATE LUG CONNECTOR
5 1/2"2 1/4"
3/4"
STEEL COTTER PIN
DIA FOR 1/4" STAINLESS
DRILL THROUGH 9/32"
ASTM A193 B5
NUT, ALL MATERIAL PROPERTIES
1.25" DIA X 7.0" W/ ALL STEEL LOCK
T R
U N
N
IO
N S
L E E
V E
R
1 1/2 "
2 1/2 "
2 1/2 "
3 11/16 "
2 13/16 "
2" 4 1/2 " 1 1/2 "
REQ'D (2) L8X6X1/2
REQ'D 1/2" PIN PLATE HOLE - 7 PER L (TYP)
REQ'D 15/16" DIA
1'-0 3/4 "
1'-0 3/4 "
3" 3 1/4 "
3"
1 1/2 "
1 1/2 "
1 1/4 "
5 3/8 "
1 1/4 "
REQ'D W8X35
REQ'D W8X35
F3125 BOLTS
REQ'D 1" DIA
FLANGE OF W8X35
1 1/8"Ø HOLES IN STRUT END PLATE &
REQ'D 1 1/4"Ø HOLES IN GUSSET PLATE &
REQ'D 5/16" PLATE
1 1/4 "5 1/2 "1 1/4 "
8"
8 7/8 "
REQ'D SLEEVE
HOLE 1 1/2" R. MIN.
WELD ACCESS
REQ'D 1/2" PLATE (TYP)
PLATE
GUSSET
REQ'D 1/2"
REQ'D (2) L5X5X1/2
3"4 1/2 "5 1/2 "
6"
TYP
REQ'D 1"R
3 1/2 "
2 1/2 "
30°
EACH SIDE
REQ'D 1/2" PIN PLATE
BOLT
HOLE FOR 7/8" DIA
REQ'D 15/16" DIA
2 1/16 "
2 5/16 " 1 9/16 "
1"
2 1/2 "
2 1/2 "
2" 1 3/4 " 2 3/4 " 1 1/2 "
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:1
P
M
/1
/2
L o w e r
A p p le to n
N
ID
-6
F
C
S C
-5
.d g n
G
F A
Y E
L E
F F
L E
R
P
IN
T
E R
G A
T E
D E
T A
IL
S
SC-502
K C
L A
IR
G
F A
Y E
L E
F F
L E
R
P .E
-6
F C
S
C -5
.d g n
-6
F
C
J
H A
R
S I
D
F
IN
A L
S U
B M
IT
T
A L
D
E S
IG
N
B A
C K
C H
E C
K B
C O
P L
E T
O N
W
IS
C
O N
S
IN
A P
P L
E T
O N
L O
C K
S
D A
M S
T B
D
N O
V E
M B
E R
T B
D
C H
IC
A
G O
IL
L
IN
O
IS
S
L
A S
A L
L E
S T
S
U
IT
E
C H
IC
A
G O
D
IS
T R
O
J E
C T
I D
F
IL
E N
A M
W E
R G
A T
E
-5 R
E P
L A
C E
M E
N T
F Y
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
1' 2'0 6"
SC-502
M1
1. BOLTED STRUT END PLATE CONNECTION IS SLIP CRITICAL. PRIME SURFACE WITH CLASS A PRIMER.
NOTE:
SEE NOTE 1
CJP
1' 2'0 6"
1/4
1/4
GUSSET PLATE AND STRUT ARM NOT SHOWN FOR CLARITY.2.
SHOP DRAWINGS.
MANUFACTURER. RECOMMENDED INTERFERENCE FIT TO BE SHOWN ON
TOLERANCE OF SLEEVE TO BE COORDINATED WITH BEARING 1.
NOTE:
3/16 WELD (TYP)
REINFORCING
3/16
WELD (TYP)
REINFORCING
CJP
CJP
6"0 3" 1'SC-200
D12
NOTE: GATE ATTACHMENT FOR WIRE ROPE. ASTM A709 GR 50. QTY = 4 PER GATE.
R . 1 .0 0"
R .2
3"0 6"1-1/2"SC-502
P19
LC
L
U G
H O
L E
LC 1.36" DIA HOLE
3"0 6"1-1/2"SC-502
H14
C L
U G
W
T S
T E
M L
T O
P O
F G
A T
E
3"0 6"1-1/2"SC-200
C9 C5
L
LC PIN
CLEAR
3"0 6"1-1/2"SC-502
G14
C LUG, (2) ANGLES & WT STEM
WELD (TYP)
REINFORCING 3/16
CJP (TYP)
6"0 3" 1'
1.380" SHOULDER
SC-200
D8 D6
1.30" SHOULDER
6"0 3" 1'
SC-200
B8 B1
S I Z
E
A1
SC-502
SC514
L9
L14
SC-502
A15
SC-502
L
BEYOND
STIFFENER
C HOLE &
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:3
P
M
/1
/2
L o w e r
A p p le to n
N
ID
-6
F
C
S C
-5
.d g n
12'-10"
A14
APPLETON LOWER GATES 1-5 PLATFORM DETAILS
A9
E5
CONNECTION SECTION
J14
J5
G1
SCALE: 6" = 1'
SCALE: 6" = 1'
HANDRAIL CONNECTION: OPEN
PIER TO ACCESS PLATFORM: GATE CLOSEDPLATFORM CONNECTION @ GATE RIB
SECTION MC10X28.5 CONNECTION
K17
SWING GATE DETAIL
16'-0"
5"
5"
3 3/8 "
3 1/4 "
3 3/8 "
1 1/4 "
1'- 11/16 "
1'-9"
1'-9"2 1/2 "
71.25°
1"
1"
3/4 " 5"
3 15/16 "
1 1/4 " MIN.
1 1/4 " MIN.
5'-1"
1'-4" CLEAR
1 1/4 "
1 1/4 "
1 1/4 "
1 1/4 "
1'-3 13/16 " 3/4 "
1"
" O
PEN
IN
G
G
F A
Y E
L E
F F
L E
R
P
IN
T
E R
P L
A T
F O
R M
D E
T A
IL
S
SC-503
K C
L A
IR
G
F A
Y E
L E
F F
L E
R
P
-6
F C
S
C -5
.d g n
-6
F
C
J
H A
R
S
P L
E T
O N
W
IS
C
O N
S
IN
L O
W E
R G
A T
E
-5 R
E P
L A
C E
M E
N T
F Y
A P
P L
E T
O N
L O
C K
S
D A
M S
T B
D
N O
V E
M B
E R
T B
D
C H
IC
A
G O
IL
L
IN
O
IS
S
L
A S
A L
L E
S T
S
U
IT
E
C H
IC
A
G O
D
IS
T R
O
J E
C T
I D
F
IL
E N
A M
E
F
IN
A L
S U
B M
IT
T
A L
D
E S
IG
N
B A
C K
C H
E C
K B
C O
E S
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
1/4
1/4
S-300
E13
S-300
L9
1' 2'0 6"SC-503
D20
6"0 3" 1'
3"0 6"1-1/2" 3"0 6"1-1/2"
3"0 6"1-1/2"
SC-503
B14
SC-503
A14
SC-503
F10
1' 2'0 6"
S-300
K5
J14
SC-503
J5
SC-503
A1
SC-503
E5
SC-503
STEEL HANDRAIL
REQ'D 1 1/2" DIA GALV
REQ'D W8X35 GATE ARM
REQ'D MC 10X28.5
GALVANIZED
GRATING, 1 1/4" X 1/8"
REQ'D 19-W4 SERRATED
GATE SWING
HINGE
CONC PIER
CL REQ
'D W
8X35 STRUT ARM
1/4" X 1/8" GALV
REQ'D 19-W4 GRATING, 1
REQ'D WT 8X18 RIB
1 1/4" X 1/8" GALV
REQ'D 19-W4 GRATING,
PLATE
REQ'D 3/8" SKIN
HANDRAIL
CL 1 1/2" DIA STD PIPE
SEE NOTE 1
GALVANIZED
REQ'D PL 3/8"X3"X5 1/2"
C.C. (TYP)
REQ'D 3/4" DIA ROD @ 1'-0"
CL REQ'D W
8X35
STRUT ARM
SC-503
DETAIL G1 ON SHEET
CONNECTION, REFER TO
FOR HANDRAIL
CL PL 3/8"X5"X1'-1 1/8"
REQ'D 3/4" DIA ROD @ 1'-0" C/C (TYP)
OF PIER
EDGE OF EXISTING
CL REQ'D W8X35 STRUT ARM
REQ'D 6"X3 1/2"X3/8" LLV ANGLE
CL REQ'D W8X35 STRUT ARM
REQ'D L4"X4"X3/8"
SEE NOTE
REQ'D 3/4" DIA ROD @ 1'-0" C/C (TYP)
NOTE: HANDRAIL CONNECTION NOT SHOWN FOR CLARITY.
REFER TO DETAIL G1 ON SC-503 FOR HANDRAIL CONNECTION.
1/4" X 1/8" GALV
REQ'D 19-W4 GRATING, 1
NOTE 1: LADDER CONNECTION NOT SHOWN FOR CLARITY
REQ'D C5X9
3 SIDES
TYP
REQ'D PL 3/8"X5"X5" (TYP)
REQ'D MC 10X28.5
REQ'D C5X9
REQ'D MC 10X28.5
CONTINUOUS
BENT PLATE,
REQ'D 6 1/2" X 3" X 3/8"
REQ'D C5X9 (TYP)
3 SIDES
TYP
REQ'D PL 3/8"X5"X1'-3 13/16"
REQ'D 3/4" F3125 BOLTS
TO LENGTH
REQ'D L4"X4"X3/8" (CUT
(1/4)
3/4 (1/4)
(1/4)
FLOW
NOTE: SAFETY GATE SHALL BE FABRICATED FROM ASTM A36, ASTM A569 OR
ASTM A513 STEEL AND SHALL BE HOT DIPPED GALVANIZED. IT SHALL HAVE 3
TORSION TYPE, SS SPRINGS HOUSED WITHIN A HINGE PIVOT AND A STRIKE
PLATE OPPOSITE THE HINGES. THE SAFETY GATE SHALL FIT THE OPENING
SIZE SHOWN
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:4
P
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/1
/2
L o w e r
A p p le to n
N
ID
-6
F
C
S C
-7
.d g n
SCALE: NOT TO SCALE
TAINTER GATE ELEVATION CONTROL DIMENSIONS
A1
DIM 6
L & 6
R
D
IM
8L & 8R
SCALE: NOT TO SCALE
TAINTER GATE SECTION CONTROL DIMENSIONS
A12
DIM 1
DI
M
DIM 2
DIM 5
DIM 10RDIM 9DIM 10L
DIM 3
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:4
P
M
/1
/2
L o w e r
A p p le to n
N
ID
-6
F
C
S C
-7
.d g n
G
F A
Y E
L E
F F
L E
R
P
IN
T
E R
G A
T E
C O
N T
R O
L P
L A
N
SC-700
K C
L A
IR
G
F A
Y E
L E
F F
L E
R
P .E
-6
F C
S
C -7
.d g n
-6
F
C
J
H A
R
S I
D
F
IN
A L
S U
B M
IT
T
A L
D
E S
IG
N
B A
C K
C H
E C
K B
C O
P L
E T
O N
W
IS
C
O N
S
IN
A P
P L
E T
O N
L O
C K
S
D A
M S
T B
D
N O
V E
M B
E R
T B
D
C H
IC
A
G O
IL
L
IN
O
IS
S
L
A S
A L
L E
S T
S
U
IT
E
C H
IC
A
G O
D
IS
T R
O
J E
C T
I D
F
IL
E N
A M
W E
R G
A T
E
-5 R
E P
L A
C E
M E
N T
F Y
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
S I Z
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:5
P
M
/1
/2
L o w e r
A p p le to n
N
ID
-6
F
C M
-5 .d g n
2 1/4 "
4.5"
8 7/8 "
8"
FIT (FN1)
LIGHT DRIVE
MACHINE FOR
5.5"Ø 0.000 +0.001
4 9/16 "Ø8"Ø
1/4 "
K1
SCALE: 6" = 1'
TRUNNION PIN
F1
SCALE: 6" = 1'
TRUNNION PIN BUSHING
D8
NOT TO SCALE
DETAIL 1
A1
NOT TO SCALE
DEVELOPMENT OF TRUNNION PIN BUSHING
A11
SCALE: 3" = 1'
TRUNNION SLEEVE
A16
SCALE: 3" = 1'
THRUST WASHER
G11
SCALE: 6" = 1'
TRUNNION PIN AND BEARING DETAIL
E13
SCALE: 3" = 1'
KEEPER PLATE
6"
0 1/2 " 1"4"1" Ø
H O
L E
S
/1
14"
3 11/16 " *
1/2 "
9/16 "
7/16 "
9/16 "
7/16 "
1/2 "
12"
8 7/8 "
1 1/8 "
1/4 " 1/4 "
1/8 " 1/8 "
R
30°5 SPACES AT 60°30°
8 7/8"
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:5
P
M
/1
/2
L o w e r
A p p le to n
N
ID
-6
F
C M
-5 .d g n
G
F A
Y E
L E
F F
L E
R
P
U N
N
IO
N P
IN
A
N D
B E
A R
IN
G
D E
T A
IL
S
M-500
K C
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0.005
DETAIL 1)
1/4"X1/8" DEEP (SEE
GREASE GROOVE
0.005 0.005 C
SECTION LINING LEGEND
CAST AND
MALLEABLE IRON
STEEL
BRONZE, BRASS, COPPER,
AND COMPOSITIONS
3"0 6"1-1/2"S-300
H6
M-500
K18
M-500
A1
3"0 6"1-1/2" 3"0 6"1-1/2"
3"0 6"1-1/2"
3"0 6"1-1/2"
S-300
F5
3"0 6"1-1/2"
GENERAL NOTES
1. TO AVOID DAMAGING THE SELF-LUBRICATING MATERIAL, THE CONTRACTOR SHALL TAKE EXTRA CARE
WHEN HANDLING ANY COMPONENTS THAT CONTAIN KARON V OR APPROVED EQUAL.
2. THE TRUNNION SHOE PLATES ARE NOT BEING REPLACED AS PART OF THIS CONTRACT. THE NEW
PINS HAVE BEEN OVERSIZED BY 3/32" TO ACCOUNT FOR POSSIBLE WEAR IN THE ORIGINAL SHOE
PLATEWORK. SEE SPEC SECTION 05 59 13.01 04 FOR DETAILS REGARDING TRUNNION YOKE
INSPECTION & REWORK REQUIREMENTS.
S I Z
E
MATERIAL: ASTM A668 CLASS J
NOTES:
1. DIMENSION WITH ASTERISK ARE APPROXIMATE. THE ACTUAL DIMENSION SHALL BE DETERMINED BY THE CONTRACTOR DURING FABRICATION OF THE ASSEMBLY.
2. THE CONTRACTOR SHALL INSTALL AND ATTACH A GREASE LUBRICATING LINE TO THE FIRST STEP OF THE PIER. THE FINAL LOCATION SHALL BE COORDINATED WITH THE COR.
3. THE CONTRACTOR IS RESONSIBLE TO ACHIEVE RC6 FIT BETWEEN THE PIN AND THE BUSHING. THE CONTRACTOR IS ALSO RESPONSIBLE TO ACHIEVE RC7 FIT BETWEEN THE
PIN AND THE SHOE PLATES BOREHOLES (SEE NOTE 2)
MATERIAL: ASTM A668 CLASS F
NOTES:
1. COAT ONE SIDE OF THE THRUST WASHER WITH 0.020" THICKNESS OF KARON OR
APPROVED EQUAL.
2. THE SIDE OF THE PIN SLEEVE, THAT RIDES AGAINST THE GREASELESS COATING
MATERIAL (KARON OR APPROVED EQUAL) OF THE THRUST WASHER, SHALL HAVE
SURFACE FINISH OF 16 RA.
MATERIAL: ASTM B584-C95400
QTY: TWO PER TRUNNION SUPPORT ASSEMBLY, TOTAL OF 20
F1 M-500
THE GREASE NIPPLE FACES AWAY FROM THE PIER.
GREASE FITTING SHALL BE SUCH THAT THE LUBRICATING WITH
NIPPLES) FOR LUBRICATING PURPOSES. THE INSTALL OF THE
CONTRACTOR SHALL INSTALL A ZERK FITTING (GREASE
1/4" THREADED HOLE FOR 1/4" PIPE, SCH. 40. THE
FIT (RC6)
MEDIUM RUNNING
MACHINE FOR
4.594"Ø
(CENTER) THE BUSHING RING GROOVE
THE LUBRICATING LINE SHALL COINCIDE
1/4"Ø DRILL
NOTE 2
LINE. SEE
LUBRICATING
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(R C
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NEW THRUST WASHER
SLEEVE
NEW TRUNNION
NEW THRUST WASHER
NEW KEEPER PLATE
NEW TRUNNION PIN
NEW BUSHING BEARING
A1/M-501
SEE DETAIL
1/4"X1/8" DEEP.
GROOVE
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