Certified Final Plans Appleton Upper and Lower Sluiceway and Spillway Repairs.pdf
PDF 18 MB Posted
- Solicitation number
- W912P6-20-B-0007
About this file
This solicitation notice announces a construction project for repairing two dams on the Fox River in Appleton, Wisconsin. The U.S. Army Corps of Engineers - Chicago District will repair the Appleton Upper Dam and Appleton Lower Dam, which are both concrete gravity dams keyed into bedrock. Work will involve removing and replacing all sluiceway Tainter gates and trunnion assemblies, removing and replacing steel spillway walkways, fully demolishing and replacing all spillway concrete piers, and partially demolishing and replacing all sluiceway concrete piers at both dams. Repairs will also be made to bedrock scours downstream of the Appleton Upper Dam. Competition is unrestricted with a 10% price evaluation preference for HUBZone small businesses. Bids are due by the date specified in the solicitation document, which is downloadable as a PDF from the provided website. The estimated construction cost is between $5-10 million.
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UPPER APPLETON DAM
LOWER APPLETON DAM
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...\Active Projects\OM-Fox River, WI (484597) - FY20 U&L Appleton Dams Repair\3 - CADD\CAD_BIM\_Sheets\
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
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A N A of Engineers
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PHILLIP C. ROSS P.E., CHIEF ENGINEERING & CONSTRUCTION OFFICE
MARIE STRUM P.E., CHIEF ENGINEERING & TECHNICAL SERVICES
TIMOTHY C. SMITH P.E., CHIEF GEOTECHNICAL & STRUCTURES BRANCH
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W912P620B0007
REQUIRED BY ER 1110-1-8152.
PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS
REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE
ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND
THE PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF THE U.S.
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APPLETON, WI
OUTAGAMIE COUNTY
LOCATION MAP
VICINITY MAP - APPLETON
SCALE IN MILES
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LOCATION MAP
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SITE MAP - APPLETON UPPER DAM
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DETROIT DISTRICT
SITE MAP - APPLETON LOWER DAM
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SLUICEWAY & SPILLWAY REPAIRS
FY20 FOX RIVER APPLETON UPPER & LOWER
28 JULY 2020
ALEX JIMENEZ P.E., CHIEF COST & GENERAL ENGINEERING BRANCH
TIMOTHY C. SMITH /S/
ALEX JIMENEZ /S/
PHILLIP C. ROSS /S/
MARIE STRUM /S/
GRID SPACE DETAIL IS LOCATED
SHEET ID, DETAIL IS ON
DETAIL CALL OUT
NOTES SPECIFIC TO THIS TITLE
SHEET ID THE DETAIL OR SECTION IS BEING CALLED FROM
LOCATION ON THE GRID THE TITLE ITEM IS
TEXT SCALE
TITLE OF DETAIL, PLAN OR SECTION
GRAPHIC SCALE
NORTH ARROW OF TITLE ITEM
PAPER NORTH
TRUE NORTH
GRID SPACE SECTION IS LOCATED
SHEET ID, SECTION IS ON SECTION CALL OUT
DIRECTION OF SECTION CUT
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1. TITLE SPECIFIC NOTES
NOTE:
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LOADING ON SPILLWAY WALKWAY SHALL NOT EXCEED 90 PSF.14.
SHEET SS502 FOR STOPLOG REQUIREMENTS.
GRATING OVER SLUICEWAY STOPLOG RECESSES IS REMOVABLE. SEE 13.
IN AREAS OF THE SLUICEWAY INACCESSIBLE TO GOVERNMENT PERSONNEL.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEBRIS AND ICE REMOVAL 12.
POLES DURING CONSTRUCTION.
CONTRACTOR IS REQUIRED TO PROTECT ALL EXISTING LIGHTS AND LIGHT 11.
BENCHMARKS AFFECTED BY THE WORK TO ORIGINAL LOCATIONS.
10. CONTRACTOR IS REQUIRED TO RE-ESTABLISH ALL EXISTING BRASS
DOWNSTREAM.
ORIENTATION FOR "LEFT" AND "RIGHT" VERBIAGE ASSUMES LOOKING 9.
COMPLETE THE REQUIRED WORK.
DISCREPANCIES FROM PLANS WHICH EFFECT QUANTITIES OR EFFORT TO
SHALL VERIFY EXISTING DIMENSIONS AND NOTIFY COR OF ANY
DIMENSIONS SHOWN ARE FROM PROPOSED DRAWINGS. CONTRACTOR
AS-BUILTS FROM THE 1939 AND 1940 CONSTRUCTION ARE NOT AVAILABLE. 8.
LOCATION UPON COMPLETION OF WORK.
VISIBLE TO USERS OF THE RIVER AND BE REINSTALLED IN ORGINIAL
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 7.
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 6.
ELEVATIONS ARE REFERENCED TO NAVD 88.5.
ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED AS REQUIRED (REQ'D).4.
STEEL HANDRAILS AT APPLETON UPPER.
OPTION 2 WORK INCLUDES REMOVAL AND REPLACEMENT OF GALVANIZED 3.
STEEL HANDRAILS AT APPLETON LOWER.
OPTION 1 WORK INCLUDES REMOVAL AND REPLACEMENT OF GALVANIZED 2.
TUCK POINTING AND STEAM HOUSE REMOVAL.
MISCELLANEOUS REPAIRS AT APPLETON LOWER SUCH AS MASONRY WALL
STOPLOGS, REPAIR OF BEDROCK DELAMINATION AT APPLETON UPPER, AND
FLASHBOARDS AT EACH DAM AND REPLACEMENT WITH COMPOSITE
LOWER, REMOVAL OF APPROXIMATELY 50 FEET OF 3-FOOT HIGH
INSTALLATION OF ONE NEW STEEL SPILLWAY WALKWAY SPAN AT APPLETON
SPILLWAY WALKWAY SPANS AT APPLETON LOWER, FABRICATION AND
9 STEEL SPILLWAY WALKWAY SPANS AT APPLETON UPPER AND 5 STEEL
CONCRETE REPAIRS AT SLUICEWAY PIERS, REMOVAL AND REPLACEMENT OF
LOWER, REPLACEMENT OF SIDE SEALS AT 5 GATES AT APPLETON LOWER,
SEAL PLATES AT 8 GATES AT APPLETON UPPER AND 4 GATES AT APPLETON
FABRICATION AND INSTALLATION OF STAINLESS STEEL EMBEDDED SIDE
SANDBLASTING AND REPAINTING OF 5 TAINTER GATES AT APPLETON LOWER,
UPPER AND 4 TAINTER GATES AND TRUNNION PINS AT APPLETON LOWER,
REPLACEMENT OF 8 TAINTER GATES AND TRUNNION PINS AT APPLETON
BASE CONTRACT WORK INCLUDES BUT IS NOT LIMITED TO: REMOVAL AND 1.
GENERAL NOTES
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TOE OF SPILLWAY
TOP OF SPILLWAY
WALKWAY OVER SPILLWAY
HOIST HOUSE
STONE WALL
REMOVED AND REPLACED
EXISTING GATES 6, 7, 8 & 9 TO BE
REMOVED & REPLACED
EXISTING (5) SPILLWAY WALKWAYS TO BE
CONCRETE WALL
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CONCRETE WALL
CONCRETE WALL
CAISSON #2, EXISTING TREES TO BE REMOVED
CAISSON #1, EXISTING TREES TO BE REMOVED
CAISSON #3, NO WORK
CAISSON #4 (NOT SHOWN), NO WORK
FOR CLARITY
REPLACED, NOT SHOWN
REMOVED AND
EXISTING FENCE TO BE
STEAM HOUSE, TO BE REMOVED AND DISPOSED OF
REMOVED AND REPLACED
EXISTING PIERS 10, 11, 12, 13 & 14 TO BE
AND REPLACED WITH STOPLOGS
EXISTING FLASHBOARDS TO BE REMOVED
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REQUIREMENTS
AND SPEC SECTION 02 13 90 FOR GRADING
TO REFERENCE DRAWING apldike15cvf101.PDF
TOPSOIL TO BE GRADED OR REMOVED, REFER
RECOATED & SIDE SEALS TO BE REPLACED
EXISTING GATES 1, 2, 3, 4 & 5 TO BE
EXISTING LIMESTONE ABUTMENT, TO BE REPAIRED
TO BE REPAIRED
EXISTING LIMESTONE ABUTMENT
TO BE REPAIRED
EXISTING LIMESTONE WALL
REMOVED (OPTION 1)
REPAIRED (BASE) , HAND RAILS TO BE
EXISTING PIERS 1, 2, 3, 4, 5, 6, 7, 8 & 9 TO BE
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SEE SE301 FOR LIMESTONE ABUTMENT REPAIRS.4.
SEE PHOTO E3/V-900 FOR FENCE TO BE REMOVED.3.
SEE F4/SC510 FOR GATES 1-5 SIDE SEAL REPLACEMENT.2.
SEE SPEC SECTION 09 97 02 FOR GATE COATING REQUIREMENTS.1.
GENERAL SHEET NOTES
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CAISSONSRIGHT ABUTMENT U/SRIGHT ABUTMENT U/S
LEFT ABUTMENT U/S LEFT ABUTMENT D/S
P
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STEAM HOUSE
REMOVED
APPROX 6" TREE TO BE
REMOVED
APPROX 10" TREE TO BE
REMOVED
APPROX 4" TREE TO BE
REMOVED
APPROX 4" TREE TO BE
REMOVED
APPROX 2" TREE TO BE
REMOVED
APPROX 2" TREE TO BE
REMOVED
APPROX 5" TREE TO BE
REMOVED
APPROX 5" TREE TO BE
REMOVED
APPROX 2" TREE TO BE
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D E
T R
O
S T
R I
C T
I n c r e a o f i t
S u b m
C P
S
V a l g i n e e r i
DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:56:06 PM 7/28/2020
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
A N
S I
D
LD100
-L
L
D .d g n
D E
T R
O
IT
M I
M
IC
H
IG
A N A
V E
D E
T R
O
IT
D
IS
T R
IC
T
W P
B
A P
P L E
T O
N
W I
O U
T A
G A
M
IE
C
O U
N T
Y
B
M E
L B
Y
H
C A
L A
P P I
T S
M
IT
H
A P
P L E
T O
N L
O W
E R D
A M
T R
E E R
E M
O V
A L
E X
IS
T
IN
G C
A
IS
S O
SCALE: 3/8" = 1' 4'0 2' 8'X-###
A5
A2
D2
CAISSON #1: REQ'D TREE REMOVALCAISSON #2: REQ'D TREE REMOVALCAISSON #3: NO TREE REMOVAL
CAISSON #4: NO TREE REMOVAL
P
R O
S S
CERTIFIED FINAL - READY TO ADVERTISE
S L
U
IC
E W
A Y S
P
IL
L W
A Y R
E P
A
IR
S
F Y F
O X R
IV
E R A
P P
L E
T O
N U
P P
E R L
O W
E R
J
U L
Y
NO TREE REMOVAL WILL BE PERMITTED 01 JUNE TO 31 JULY.2.
SEE SPEC SECTION 31 13 19 FOR TREE REMOVAL REQUIREMENTS.1.
GENERAL SHEET NOTES
EXISTING (5) WALKWAY SPANS TO BE
21'-1" 21'-2" 21'-1" 21'-1" 21'-1"
21'-1" 21'-2" 21'-1" 21'-1" 21'-1" 21'-1" 21'-2" 21'-1"
3'-0" 49'-9" 3'-0"
3'-0" 49'-9" 3'-0" 49'-9" 3'-0"
52'-9"
52'-9" 52'-9"
" 1
EXISTING LIGHT POLE
EXISTING LIGHT POLE EXISTING LIGHT POLE
PIER #14 TO BE REMOVED
EXISTING REINFORCED CONCRETE
PIER #13 TO BE REMOVED
EXISTING REINFORCED CONCRETE
PIER #12 TO BE REMOVED
EXISTING REINFORCED CONCRETE
PIER #11 TO BE REMOVED
EXISTING REINFORCED CONCRETE
PIER #10 TO BE REMOVED
EXISTING REINFORCED CONCRETE
WALL
EXISTING LIMESTONE ABUTMENT
REMOVED
EXISTING FLASHBOARDS TO BE
REMOVED FOR NEW SPAN GIRDERS
EXISTING CONCRETE CAP TO BE
"8 71'-1
"16 135'-11
EXISTING CONCRETE SPILLWAY JOINT
BETWEEN PIER #11 AND PIER #12
AND RE-INTALLED. APPROX HALF WAY
EXISTING LIFE RING TO BE REMOVED
S O
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
A
M A
R K
S
IZ
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
A AF
E
Y
Y
T
P S
C O
R
G I
N E
E R
S
D E
T R
O
S T
R I
C T
I n c r e a o f i t
S u b m
C P
S
V a l g i n e e r i
DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:56:39 PM 7/28/2020
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
A N
S I
D
SD100
-L
S
D .d g n
D E
T R
O
IT
M I
M
IC
H
IG
A N A
V E
D E
T R
O
IT
D
IS
T R
IC
T
W P
B
A P
P L E
T O
N
W I
O U
T A
G A
M
IE
C
O U
N T
Y
B
M E
L B
Y
H
C A
L A
P P I
T S
M
IT
H
A P
P L E
T O
N L
O W
E R D
A M
S
IT
E D
E M
O L
IT
IO
N P
L A
N
PIER #14
LE
FT
A
BU
TM
EN
T
F L
O W
E1
SCALE: 1/8" = 1'
N
0 8'4' 16'V-100
A1
A1
SCALE: 1/8" = 1'
N
0 8'4' 16'V-100
A1
EXISTING PLAN VIEW & DEMOLITON PLAN - LEFT SPILLWAY
EXISTING PLAN VIEW & DEMOLITON PLAN - LEFT SPILLWAY
PIER #13
PIER #12 PIER #11 PIER #10
F L
O W
49'-9"
52'-9"
21'-1"
21'-1"
52'-9"
49'-9"
17'-1"
53'-9"
49'-9"
NOTE: LIGHT POLES TO BE TEMPORARILY REMOVED AND RE-INSTALLED AS NECESSARY
NOTE: LIGHT POLES TO BE TEMPORARILY REMOVED AND RE-INSTALLED AS NECESSARY
P
R O
S S
CERTIFIED FINAL - READY TO ADVERTISE
S L
U
IC
E W
A Y S
P
IL
L W
A Y R
E P
A
IR
S
F Y F
O X R
IV
E R A
P P
L E
T O
N U
P P
E R L
O W
E R
J
U L
Y
LEGEND: SD SHEETS
M A
T C
H L
IN
E
M A
T C
H L
IN
E S
D
M A
T C
H L
IN
E
REQ'D DEMOLITION
SD300
E1
SD300
E1
SD301
E1
SD300
E6
17'-1"
" 1
20'-0" 5'-0" 20'-0"5'-0" 5'-0" 20'-0"
TO BE REMOVED
EXISTING GATE #9
TO BE REMOVED
EXISTING GATE #8
TO BE REMOVED
EXISTING GATE #7
TO BE REMOVED
EXISTING GATE #6
ABUTMENT WALL
EXISTING STONE MASONRY
ABUTMENT WALL
EXISTING STONE MASONRY
POLE
EXISTING LIGHT
POLE
EXISTING LIGHT
POLE
EXISTING LIGHT
POLE
EXISTING LIGHT
EXISTING SIGN
POLE
EXISTING LIGHT
POLE
EXISTING LIGHT
POLE
EXISTING LIGHT
POLE
EXISTING LIGHT
REMOVED
SIDE SEALS TO BE
EXISTING GATE #5,
REMOVED
SIDE SEALS TO BE
EXISTING GATE #4,
REMOVED
SIDE SEALS TO BE
EXISTING GATE #3,
REMOVED
SIDE SEALS TO BE
EXISTING GATE #2,
REMOVED
SIDE SEALS TO BE
EXISTING GATE #1,
(OPTION 1)
TO BE REMOVED,
EXISTING GUARD RAIL
(OPTION 1)
TO BE REMOVED,
EXISTING GUARD RAIL
(OPTION 1)
TO BE REMOVED,
EXISTING GUARD RAIL
(OPTION 1)
TO BE REMOVED,
EXISTING GUARD RAIL
(OPTION 1)
TO BE REMOVED,
EXISTING GUARD RAIL
(OPTION 1)
TO BE REMOVED,
EXISTING GUARD RAIL
(OPTION 1)
TO BE REMOVED,
EXISTING GUARD RAIL
(OPTION 1)
TO BE REMOVED,
EXISTING GUARD RAIL
(OPTION 1)
TO BE REMOVED,
EXISTING GUARD RAIL
(OPTION 1)
TO BE REMOVED,
EXISTNG GUARD RAIL
DISPOSED OF. APPROX 5'W X 8'D X 9'H
HOUSE, TO BE REMOVED AND
EXISTING METAL SIDED STEAM
S O
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
A
M A
R K
S
IZ
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
A AF
E
Y
Y
T
P S
C O
R
G I
N E
E R
S
D E
T R
O
S T
R I
C T
I n c r e a o f i t
S u b m
C P
S
V a l g i n e e r i
DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:57:11 PM 7/28/2020
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
A N
S I
D
SD101
-L
S
D .d g n
D E
T R
O
IT
M I
M
IC
H
IG
A N A
V E
D E
T R
O
IT
D
IS
T R
IC
T
W P
B
A P
P L E
T O
N
W I
O U
T A
G A
M
IE
C
O U
N T
Y
B
M E
L B
Y
H
C A
L A
P P I
T S
M
IT
H
A P
P L E
T O
N L
O W
E R D
A M
S
IT
E D
E M
O L
IT
IO
N P
L A
N
E1
SCALE: 1/8" = 1'
N
0 8'4' 16'V-100
A1
A1
SCALE: 1/8" = 1'
N
0 8'4' 16'V-100
A1
PIER #9 PIER #8 PIER #7 PIER #6
PIER #5
49'-9"
53'-9"
21'-1"
EXISTING PLAN VIEW & DEMOLITON PLAN - LEFT SPILLWAY & LOWER DAM
PIER #4
PIER #4
PIER #3
PIER #2
PIER #1
EXISTING PLAN VIEW & DEMOLITON PLAN - LOWER DAM & ABUTMENT
NOTE: LIGHT POLES TO BE TEMPORARILY REMOVED AND RE-INSTALLED AS NECESSARY
NOTE: LIGHT POLES TO BE TEMPORARILY REMOVED AND RE-INSTALLED AS NECESSARY
P
R O
S S
F L O
W
F L
O W
CERTIFIED FINAL - READY TO ADVERTISE
S L
U
IC
E W
A Y S
P
IL
L W
A Y R
E P
A
IR
S
F Y F
O X R
IV
E R A
P P
L E
T O
N U
P P
E R L
O W
E R
J
U L
Y
CLARITY.
GATE HOIST EQUIPMENT AND SLUICEWAY WALKWAY NOT SHOWN FOR 5.
MORE SHALL BE BROUGHT TO THE C.O.R.'S ATTENTION IMMEDIATELY.
LOSS OF SECTION OF 10% OR MORE AND LOSS OF RIVET HEADS OF 25% OR
PINS, THE EXISTING YOKE STEEL AND ANCHORAGE SHALL BE INSPECTED.
IMMEDIATELY UPON REMOVAL OF EXISTING TAINTER GATES AND TRUNNION 4.
DRAWINGS.
SEE DRAWING INDEX ON GI001 FOR EXISTING TAINTER GATE REFERENCE 3.
BE REMOVED PRIOR TO DEMOLITION AND INSTALLED ON THE NEW HANDRAIL.
EXISTING INCLINOMETER CONDUIT ON SLUICEWAY PIER HANDRAILS SHALL 2.
DEMOLITION AND RE-INSTALLED IN THE SAME LOCATION ON THE NEW GATE.
EXISTING INCLINOMETERS TO BE REMOVED FROM GATES PRIOR TO 1.
GENERAL SHEET NOTES
M A
T C
H L
IN
E S
D
MATCHLINE SD101
MATCHLINE SD101
SD300
A1
SD300
A1
SD301
BE REMOVED
EXISTING SPILLWAY NOT TO
BE REMOVED
EXISTING SPILLWAY NOT TO
TO BE REMOVED
CONCRETE SPILLWAY PIER
EXISTING REINFORCED
SEE NOTE 3
DEMO AND CONSTRUCTION,
TO BE SUPPORTED DURING
EXISTING UTILITY CONDUITS SEE NOTE 2
WALKWAY TO BE REMOVED,
EXISTING HANDRAIL &
TO BE REMOVED
CONCRETE SPILLWAY PIER
EXISTING REINFORCED
REMOVED
EXISTING NOSE PLATE TO BE
@ 5'-0" C/C TO BE REMOVED
STOPLOG SUPPORT 4 BRACE
EXISTING STEEL ROD
TO REMAIN
EMBEDDED IN OGEE SECTION
EXISTING 1 1/2" STD PIPE
STOPLOGS TO BE REMOVED
EXISTING 2X12 TIMBERS
REMAIN
EXISTING WALKWAY TO
BE REMOVED
EXISTING WALKWAY SPAN TO
BE REMOVED
EXISTING WALKWAY SPAN TO
BE NOTCHED OUT
EXISTING PIER CONCRETE TO
5'-0"
3'-0"
4'-0"1'-0" "8 31'-15'-0"
21'-0" +/-
7'-6""8 35'-2"8
53'-3
2'-0" "4 36'-4
"4 38'-4
12'-0"
1'-4"1'-4"1'-4"
7'-0"
"8 12'-27""8
72'-2
5'-0"
"8 13'-9
1'-6"
S O
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
A
M A
R K
S
IZ
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
A AF
E
Y
Y
T
P S
C O
R
G I
N E
E R
S
D E
T R
O
S T
R I
C T
I n c r e a o f i t
S u b m
C P
S
V a l g i n e e r i
DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:57:45 PM 7/28/2020
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
A N
S I
D
-L
S
D .d g n
D E
T R
O
IT
M I
M
IC
H
IG
A N A
V E
D E
T R
O
IT
D
IS
T R
IC
T
W P
B
A P
P L E
T O
N
W I
O U
T A
G A
M
IE
C
O U
N T
Y
B
M E
L B
Y
H
C A
L A
P P I
T S
M
IT
H
A P
P L E
T O
N L
O W
E R D
A M
D
E M
O
E X
IS
T
IN
G C
R O
S S S
E C
T
IO
N S
CREST LINE
C R
E S
T L
IN
SCALE: 1/4" = 1' 0 4' 8'2'SD300
D1 SLUICEWAY PIER #9
A1
SCALE: 1/4" = 1' 0 4' 8'2'SD102
G2 SLUICEWAY PIER #9
A7
SCALE: 1/4" = 1'
SPILLWAY
0 4' 8'2'
CREST LINE
C R
E S
T L
IN
SCALE: 1/4" = 1' 0 4' 8'2'SD101
E7 SPILLWAY PIER #10 TO #14 DEMO (TYP)
CREST LINE
E4
SCALE: 1/2" = 1' 0 2' 4'1'SD300
G2 SPILLWAY PIER DMEO
'-6
" R
'-6
" R
4" R
R
EL. 699.70
EL. 707.78
EL. 711.62
EL. 716.95
EL. 699.28
EL. 698.48
P
R O
S S
CERTIFIED FINAL - READY TO ADVERTISE
S L
U
IC
E W
A Y S
P
IL
L W
A Y R
E P
A
IR
S
F Y F
O X R
IV
E R A
P P
L E
T O
N U
P P
E R L
O W
E R
J
U L
Y
SPILLWAY FLASHBOARD
E6
SCALE: 1 1/2" = 1' 1' 2'0 6"SD100
EL. 714.28
EL. 706.83
EL. 706.83
IN EXCESS OF 10,000 PSI.
EXISTING SPILLWAY AND PIER CONCRETE COMPRESSIVE STRENGTH MAY BE 5.
CONCRETE AS DEFINED IN SPEC SECTION 02 41 00.
REPLACED AS NECESSARY TO ENSURE PIER IS ANCHORED TO SOUND
SPILLWAY CONCRETE SHALL BE REMOVED TO SOUND CONCRETE AND 4.
THERE ARE (2) CONDUITS RANGING FROM 1" TO 1-1/2".3.
L2 1/2 X 2 1/2X3/16 VERTICALS AND 1/2" WIRE ROPE.
LATERAL BRACING AND STEEL GRATING. EXISTING HANDRAIL CONSISTS OF
EXSITING WALKWAY CONSISTS OF 2 C15X33 SUPPORT CHANNELS, L3X3X1/4 2.
ELEVATIONS.
UPSTREAM SIDE OF THE SPILLWAY DUE TO LOW DOWNSTREAM WATER
IT IS ANTICIPATED THAT ALL CONSTUCTION WILL TAKE PLACE FROM THE 1.
GENERAL SHEET NOTES
SD300
E4
SD300
E4
SD300
A5
3'-6"
55'-0" +/-
EXISTING LIMESTONE ABUTMENT TO BE REPOINTED
EXISTING LIMESTONE ABUTMENT TO BE REPOINTED
EXISTING LIMESTONE ABUTMENT TO BE REPOINTED
EXISTING CONC CAP TO REMAIN APPROX 2' THICK
EXISTING CONC CAP TO REMAIN APPROX 2' THICK
APPROX 2' THICK
EXISTING CONC CAP TO REMAIN
FOR NEW SPAN GIRDERS
CAP TO BE REMOVED
EXISTING CONCRETE
S O
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
A
M A
R K
S
IZ
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
A AF
E
Y
Y
T
P S
C O
R
G I
N E
E R
S
D E
T R
O
S T
R I
C T
I n c r e a o f i t
S u b m
C P
S
V a l g i n e e r i
DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:58:19 PM 7/28/2020
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
A N
S I
D
SD301
-L
S
D .d g n
D E
T R
O
IT
M I
M
IC
H
IG
A N A
V E
D E
T R
O
IT
D
IS
T R
IC
T
W P
B
A P
P L E
T O
N
W I
O U
T A
G A
M
IE
C
O U
N T
Y
B
M E
L B
Y
H
C A
L A
P P I
T S
M
IT
H
A P
P L E
T O
N L
O W
E R D
A M
D
E M
O
E X
IS
T
IN
G C
R O
S S S
E C
T
IO
N S
EL. 696.78
EL. 704.98
EL. 712.54
EL. 715.25
TOP CONCRETE CAP
TOP OF ABUTMENT
EL. 704.28
TOP OF ABUTMENT
EL. 714.38
EL. 706.83
A4
EAST ABUTMENT
SCALE: 1/4" = 1' 0 4' 8'2'SD101
A1
NOTE:
E1
WEST ABUTMENT
SCALE: 1/4" = 1' 0 4' 8'2'SD100
E1
NOTE:
SCALE: 1/4" = 1' 0 4' 8'2'X-###
NOTE:
WEST ABUTMENT SECTION
EL. 714.38
EL. 698.71
EL. 695.88
P
R O
S S
APPROX EL. 698.7
CERTIFIED FINAL - READY TO ADVERTISE
S L
U
IC
E W
A Y S
P
IL
L W
A Y R
E P
A
IR
S
F Y F
O X R
IV
E R A
P P
L E
T O
N U
P P
E R L
O W
E R
J
U L
Y
REFER TO SPEC SECTION 04 20 00 FOR REPOINTING REQUIREMENTS.1.
GENERAL SHEET NOTE
DOWNSTREAM STONE MASONRY ABUTMENT WALL: 48'-0" +/- UPSTREAM STONE MASONRY ABUTMENT WALL: 66'-0" +/-
EXISTING STEP TO BE REMOVED AND REPLACED
EXISTING STEP TO BE REMOVED AND REPLACED
EXISTING SPALLING TO BE REPAIRED
EXISTING STEP TO BE REMOVED AND REPLACED
EXISTING SPALLING TO BE REPAIRED
EXISTING SPALLING TO BE REPAIRED
EXISTING SPALLING TO BE REPAIRED
EXISTING WALKWAY TO REMAIN
EXISTING WALKWAY TO REMAIN
EXISTING WALKWAY TO REMAIN
S O
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
A
M A
R K
S
IZ
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
A AF
E
Y
Y
T
P S
C O
R
G I
N E
E R
S
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I n c r e a o f i t
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O J E
C T N
U M
B E
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F
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E
A N
S I
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SD302
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D .d g n
D E
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M I
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IC
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A N A
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D E
T R
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IT
D
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W P
B
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W I
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B
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H
C A
L A
P P I
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IT
H
A P
P L E
T O
N L
O W
E R D
A
SCALE: 1/4" = 1' 0 4' 8'2'SD302
B3
NOTE:
A4
SCALE: 1/4" = 1' 0 4' 8'2'SD302
B2
PIER #5 PLAN
0 4' 8'2'X-###
X#
PIER #9 PLAN
0 4' 8'2'X-###
X#
NOTE:
E4
SCALE: 1/4" = 1' 0 4' 8'2'SD302
F3
NOTE:
PIER #5 EAST FACE ELEVATIONPIER #5 WEST FACE ELEVATION
PIER #9 EAST ELEVATION
LEGEND
P
IE
R
P
IE
R
D E
M O S
P A
L L
IN
G
P
R O
S S
CERTIFIED FINAL - READY TO ADVERTISE
S L
U
IC
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A Y S
P
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L W
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F Y F
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P P
E R L
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J
U L
Y
SEE SB501 FOR STAIR AND SPALL REPAIR REQUIREMENTS.1.
GENERAL SHEET NOTES
REQ'D DEMO
REQ'D SPALLING REPAIR
SD302
A8
SD302
A4
SD302
"8 357'-10 52'-9"
52'-9" 52'-9"
3'-0" 49'-9" 3'-0"
49'-9"3'-0" 49'-9"3'-0" 3'-0"
WALKWAY SPAN#6 (57'-9 5/8")
REQ'D LEFT ABUTMENT SPANS (#2 TO #5) @ 52'-8 1/4")
REQ'D SPILLWAY WALKWAY SPAN (TYP OF 4
SPANS (#2 TO #5) @ 52'-8 1/4")
REQ'D SPILLWAY WALKWAY SPAN (TYP OF 4
SPAN#1 (52'-8 1/4")
REQ'D SPILLWAY TO SLUICEWAY WALKWAY
EXISTING SPILLWAY
CONCRETE PIER #14
REQ'D REINFORCED
CONCRETE PIER #13
REQ'D REINFORCED
CONCRETE PIER #12
REQ'D REINFORCED
CONCRETE PIER #11
REQ'D REINFORCED
CONCRETE PIER #10
REQ'D REINFORCED
APPROX 190'-0" +/-
REQ'D FENCE, REQ'D STOPLOG GUIDE
REPAIRED
ABUTMENT TO BE
REQ'D LIMESTONE
REPAIRED
ABUTMENT TO BE
REQ'D LIMESTONE
IN FENCE
GATE WIDTH SHOULD MATCH GAP
ALIGN W/ NEW WALKWAY SPAN.
REQ'D WALK SWING GATE TO
S O
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B
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2 3 4 5 6 7 8 9 10
SHEET ID
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US Army Corps
U .S
A R
M Y C
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P S O
F E
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IN
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I n c r e a o f i t
S u b m
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V a l g i n e e r i
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O J E
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IL
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A M
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A N
S I
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S-100
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S -1
.d g n
D E
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M I
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IC
H
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A N A
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D E
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D
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C A
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A P
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T O
N L
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A M
PIER #14
F L
O W
E1
SCALE: 1/8" = 1'
N
0 8'4' 16'
A1
SCALE: 1/8" = 1'
N
0 8'4' 16'
PIER #13
PIER #12 PIER #11 PIER #10
F L
O W
NOTE: LIGHT POLES TO BE TEMPORARILY REMOVED AND RE-INSTALLED
R E
Q U
IR
E D S
IT
E W
O R
K
49'-9"
52'-9"
52'-9"
49'-9"
52'-9"
49'-9"
REQUIRED PLAN VIEW - LEFT SPILLWAY
REQUIRED PLAN VIEW - LEFT SPILLWAY
P
R O
S S
CERTIFIED FINAL - READY TO ADVERTISE
S L
U
IC
E W
A Y S
P
IL
L W
A Y R
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F Y F
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J
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SEE SD301 FOR LIMESTONE ABUTMENT REPAIRS.4.
SEE SPEC SECTION 32 31 13.53 FOR FENCE REQUIREMENTS.3.
FENCE PROFILE TO MATCH EXIST. U/S LIMITS OF REQ'D FENCE TO MATCH EXISTING. D/S LIMITS TO EXTEND TO END OF EXISTING CONC CAP.2.
LIGHT POLES TO BE TEMPORARILY REMOVED AND RE-INSTALLED.1.
NOTE:
M A
T C
H L
IN
E
M A
T C
H L
IN
E S -1
M A
T C
H L
IN
E
SS100
A1
SB500
A6
SB500
A6
SS100
E8
SS502
A7
SS502
20'-0" 5'-0" 20'-0"5'-0" 5'-0" 20'-0"
SPAN#1 (52'-8 1/4")
SLUICEWAY WALKWAY
REQ'D SPILLWAY TO
GATE #9
REQ'D TAINTER
GATE #8
REQ'D TAINTER
GATE #7
REQ'D TAINTER
GATE #6
REQ'D TAINTER
CONCRETE WALL
EXISTING
25'- 0"
SEAL INSTALLATION, GATE #5
REQ'D RECOATING & SIDE
INSTALLATION, GATE #4
REQ'D RECOATING & SIDE SEAL
INSTALLATION, GATE #3
REQ'D RECOATING & SIDE SEAL
INSTALLATION, GATE #2
REQ'D RECOATING & SIDE SEAL
INSTALLATION, GATE #1
REQ'D RECOATING & SIDE SEAL
(OPTION 1)
REQ'D GUARD RAIL,
(OPTION 1)
REQ'D GUARD RAIL,
(OPTION 1)
REQ'D GUARD RAIL,
(OPTION 1)
REQ'D GUARD RAIL,
(OPTION 1)
REQ'D GUARD RAIL,
(OPTION 1)
REQ'D GUARD RAIL,
(OPTION 1)
REQ'D GUARD RAIL,
(OPTION 1)
REQ'D GUARD RAIL,
(OPTION 1)
REQ'D GUARD RAIL,
(OPTION 1)
REQ'D GUARD RAIL,
REPAIRED
ABUTMENT TO BE
REQ'D LIMESTONE
REPAIRED
ABUTMENT TO BE
REQ'D LIMESTONE
S O
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B
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2 3 4 5 6 7 8 9 10
SHEET ID
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US Army Corps
U .S
A R
M Y C
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I n c r e a o f i t
S u b m
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V a l g i n e e r i
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O J E
C T N
U M
B E
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F
IL
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A M
E
A N
S I
D
S-101
-L
S -1
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D E
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M I
M
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H
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A N A
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D E
T R
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D
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T R
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W P
B
A P
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W I
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N L
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E1
SCALE: 1/8" = 1'
N
0 8'4' 16'X-###
X#
A1
SCALE: 1/8" = 1'
N
0 8'4' 16'X-###
X#
PIER #9 PIER #8 PIER #7 PIER #6
PIER #5
49'-9"
53'-9"
PIER #4
PIER #3
PIER #2
PIER #1
REQUIRED PLAN VIEW - LEFT SPILLWAY & LOWER DAM
REQUIRED PLAN VIEW - LOWER DAM & ABUTMENT
R E
Q U
IR
E D S
IT
E W
O R
K
90'- 0"
REQ'D SIDE SEALS AND SIDE SEAL PLATES ON GATES #6 TO GATES #9 ARE NOT SHOWN FOR CLARITY.1.
NOTE:
P
R O
S S
F L
O W
F L O
W
CERTIFIED FINAL - READY TO ADVERTISE
S L
U
IC
E W
A Y S
P
IL
L W
A Y R
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A
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S
F Y F
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P P
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J
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M A
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H L
IN
E S -1
MATCHLINE
MATCHLINE
1. SEE SD301 FOR LIMESTONE ABUTMENT REPAIRS.
NOTE:
X-###
X#
S-300
A4
S-300
REQ'D TAINTER GATE
REQ'D SILL PLATE
REQ'D SIDE SEAL PLATE
EXISTING SLUICEWAY WALKWAY
EXISTING STOPLOGS AND RECESS
SLUICEWAY PIER
EXISTING REINFORCED CONCRETE
PLATFORM
REQ'D MAINTENANCE
(OPTION 1)
REQ'D GUARD RAIL
& BEARING
REQ'D TRUNNION PIN
AND PLATFORM
ALIGN WITH LADDER
GATE OPENING TO
(OPTION 1)
50" OPENING WIDTH
EDGEHALT OR EQUAL,
PS SAFETY ACCESS
REQ'D SAFETY GATE,
S O
L
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A T
IO
N N
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S
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D R
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IS
S
U E D
A T
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
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
A AF
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Y
Y
T
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C O
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G I
N E
E R
S
D E
T R
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R I
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I n c r e a o f i t
S u b m
C P
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O J E
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U M
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F
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S I
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S-300
-L
S -3
.d g n
D E
T R
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IT
M I
M
IC
H
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A N A
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D E
T R
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D
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T R
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T
W P
B
A P
P L E
T O
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W I
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B
M E
L B
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H
C A
L A
P P I
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M
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SCALE: 1/2" = 1' 0 2' 4'1'S-111
B5
R E
Q 'D S
E C
T
IO
N
A P
P L E
T O
N L
O W
E R D
A M
REQ'D TAINTER GATE & SLUICEWAY PIER SECTION
P
R O
S S
CERTIFIED FINAL - READY TO ADVERTISE
S L
U
IC
E W
A Y S
P
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L W
A Y R
E P
A
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F Y F
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IV
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P P
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P P
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TAILWATER ELEVATIONS.
SEE ATTACHMENT TO SPEC SECTION 01 35 13 FOR HEADWATER AND 2.
BASED ON TRUNNION PIN SURVEY.
STRUTS SHALL BE MILLED TO BAR ON THE STRUT END AND WEB PLATES
REQ'D TRUNNION PINS SHALL BE SURVEYED AFTER INSTALLATION. W8X40 1.
GENERAL SHEET NOTE
EL. 699.70
N.P TAILWATER VARIES
EL. 707.78
EL. 711.62
EL. 716.95
EL. 699.28
EL. 698.48
H.P. HEADWATER - SEE NOTE 2
SEE NOTE 2
SC310
A4
SC510
A1
SC210
A7
SC210
A1
SC510
E8
SC510
A8
SC510
A6
SC512
E9
SC512
A7
SC512
A4
M-500
REQ'D PTFE SLIDE BEARING
REQ'D RAILING (TYP)
CONNECTION ANGLE (TYP)
REQ'D RAILING
REQ'D LACING BRACEPLATE (TYP)
REQ'D LACING GUSSET
SPANS #1 TO #5 = 17 @ 3'-0" = 51'-0" , SPAN #6 = 19 @ 3'-0" = 57'-0"
3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0"3'-0"3'-0"3'-0" 3'-0"3'-0"3'-0"3'-0" 3'-0"3'-0"3'-0"
"2
"2 15 7" "2
11'-11 "2 11'-11 7" "2
"16 52'- 7" "16
114 "16 114 7" "16
52'- "8
71'-1
"16 135'-11
"8
"8
A
A A
EDGE TO EDGE GIRDER: SPANS #1 TO #5 = 52'-8 1/4", SPAN #6 = 57'-9 5/8"
S O
L
IC
IT
A T
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N N
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S
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B
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
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US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
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A AF
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T
P S
C O
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I n c r e a o f i t
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S I
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SS100
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D E
T R
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M I
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H
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A N A
V E
D E
T R
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D
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T R
IC
T
W P
B
CERTIFIED FINAL - READY TO ADVERTISE
S L
U
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A Y S
P
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L W
A Y R
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A
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F Y F
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S P
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L A
N D
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A
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S
A1
SCALE: 1/2" = 1'
N
0 2' 4'1'S-100
C7
SCALE: 1 1/2" = 1' 1' 2'0 6"SS100
C1 END OF SPAN AT PIER
REQ'D TYPICAL SPILLWAY WALKWAY SPAN
SPAN # KEY LETTER DIMENSIONS
A1 TO 5
6 A
10 1/8"
4 3/4"
P
R O
S S
E4
SCALE: 1 1/2" = 1' 1' 2'0 6"SS100
C6 TYPICAL SPAN PANEL
E8
SCALE: 1" = 1'
ABUTMENT SPAN
0 1' 2'6"S-100
E1
CL GIRDER
CL GIRDER
CL SPAN
CREST LINE
U.S.
D.S.
D.S.
U.S.
SS200
A1
SS100
E1
SS100
E4
SS300
A7
SS300
A7
SS300
A4
SS300
A1
SS300
A4
SS300
1'-6" 6'-6" 1'-6"
"4
HAND RAIL
REQ'D 2" DIA STD GALV PIPE
HAND RAIL
REQ'D 2" DIA STD GALV PIPE
HAND RAIL
REQ'D 2" DIA STD GALV PIPE
REQ'D GALV TOE PLATE, 1/4" X 6"
19-W-4
REQ'D 1" X 1/8" GALV GRATING,
REQ'D W21X55 GIRDER (TYP, FCM) REQ'D GALV L 7" X 4" X 3/8" X 9"
RAIL END
HAND
REQ'D
"4
A A
C = TOTAL LENGTH OF 6'-6" HAND RAIL SPAN
B = END TO END OF GIRDERS
6'-6" 6'-6" 6'-6" 6'-6" 6'-6"
S O
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SHEET ID
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US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
S
A AF
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Y
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C O
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T R
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I n c r e a o f i t
S u b m
C P
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V a l g i n e e r i
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B E
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A M
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A N
S I
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SS200
-L
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S .d g n
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M I
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H
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A N A
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D E
T R
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D
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T R
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W P
B
A P
P L E
T O
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W I
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B
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A M
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Q 'D T
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A1
SCALE: 1/2" = 1' 0 2' 4'1'SS100
C5
S P
A N E
L E
V A
T
IO
N
EL. 715.54
SPAN # KEY LETTER DIMENSIONS
5'-3 1/8"1 A
B1
C1
52' - 8 1/4"
6 @ 6'-6" = 39'-0"
A
B
C
2 TO 5
2 TO 5
2 TO 5
4'-6 3/4"6 A
B6
C6 7 @ 6'-6" = 45'-6"
REQ'D TYPICAL SPILLWAY WALKWAY SPAN ELEVATION
EL. 714.28
EL. 713.60
6 @ 6'-6" = 39'-0"
52' - 8 1/4"
5'-3 1/8"
57'-9 5/8"
P
R O
S S
CERTIFIED FINAL - READY TO ADVERTISE
S L
U
IC
E W
A Y S
P
IL
L W
A Y R
E P
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NOTE: CONTRACTOR TO PROVIDE SLOTTED ANCHOR BOLT HOLES IN W21 FLANGE AT SAME END AS SLIDE BEARING TO ALLOW EXPANSION AND CONTRACTION OF THE BRIDGES.
SS501
D1
REQ'D HAND RAIL
POSTS
REQ'D HAND RAIL
GRATING, 19-W-4
REQ'D 1" X 1/8" GALV
"8 71'-1 "8
71'-1
"4 32'-3"16
REQ'D GALV GUSSET PLATE
REQ'D GALV L 3" X 3" X 3/8" LACING
"8 73'-2
"8 73'-2
REQ'D HAND RAIL
TOE PLATE, 1/4" X 6"
REQ'D GALV STEEL
STIFFENER PLATE
REQ'D GALV
BRACING
GALV CROSS
REQ'D L 3" X 3" X 3/8"
PLATE
REQ'D GALV GUSSET
BOLTS (TYP)
SPACER PLATE W/ 3/4" F3125
REQ'D GALV 3" X 3" X 3/8"
GRATING, 19-W-4
REQ'D 1" X 1/8" GALV
"8 71'-1 "8
71'-1
"4 32'-3
BOLTS (TYP)
SPACER PLATE W/ 3/4" F3125
REQ'D GALV 3" X 3" X 3/8"
PLATE
REQ'D GALV GUSSET
BRACING
GALV CROSS
REQ'D L 3" X 3" X 3/8"
BEARING
REQ'D PTFE SLIDE
PLATE
REQ'D BEARING
REQ'D GROUT PAD
STIFFENER PLATE
REQ'D GALV
TOE PLATE, 1/4" X 6"
REQ'D GALV STEEL
REQ'D HAND RAIL END
REQ'D CONC PIER
ON ALL CORNERS OF
REQ'D 3/4" CHAMFER
EQUAL EQUAL
END OF GIRDER END OF GIRDER
1" CAMBER
L 7" X 4" X 3/8" X 9"
REQ'D GALV
GIRDER (TYP, FCM)
REQ'D W21X55 GALV
GIRDER (TYP, FCM)
REQ'D W21X55 GALV
GALV GIRDER (TYP, FCM)
REQ'D W21X55
REQ'D BENT BAR 3/16" X 2" X 2'-1 3/4"
6"
REQ'D GIRDER
REQ'D GRATING
FOR 3/8" DIA GALV BOLTS
REQ'D 7/16" DIA HOLES
REQ'D TOE PLATE
S O
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U .S
A R
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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg2:02:11 PM 7/28/2020
O J E
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C3 TYPICAL CROSS BRACING SECTION
C L W
A L
K W
A Y
A7
SPAN PANEL DETAIL
SCALE: 1 1/2" = 1' 1' 2'0 6"SS100
C9
C L M
ID
S
P A
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CAMBER ALL SPANS - TYP
P
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CERTIFIED FINAL - READY TO ADVERTISE
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SCALE: 3" = 1' 6"0 3" 1'X-###
X# FLASHBOARD HOOK DETAIL
FLASHBOARD HOOK LOCATION TO MATCH EXISTING. APPROX 32 HOOKS REQ'D2.
HANDRAILS AND HANDRAIL CONNECTION ANGLE NOT SHOWN FOR CLARITY.1.
NOTE:
SS500
"8 71'-1
THREAD W/ RISER BAR
REQ'D 1" X 1/8" GALV STEEL GRATING
REQ'D C7X14.5 (2) PLACES
ANCHORING EACH C7
EMBEDMENT. (2) REQ'D FOR
CONCRETE ANCHORS, 3" MIN
REQ'D 1/2" DIA MECHANICAL
3'-6"
GIRDERS
CONCRETE TO ANCHOR WALKWAY
SAWCUT NOTCH INTO EXISTING
1'-0"
1'-0" 5
REQ'D #7 DOWEL
REQ'D (2) 8" X 48" FOOTING
REQ'D #5 BARS
EXISTING TOP OF ABUTMENT
REQ'D (2) 8" X 48" FOOTING
REQ'D CONCRETE STEPS
REQ'D CONCRETE STEPS EXISTING TOP OF ABUTMENT
8"
3'-0"
S O
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U .S
A R
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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg2:02:43 PM 7/28/2020
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SS301
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NOTCH
E7
SCALE: 1" = 1' 0 1' 2'6"SS301
SCALE: 1" = 1'
ABUTMENT NOTCH
0 1' 2'6"SS301
A1
RISER BAR SHALL BE A MIN 1/4" THICK AND SHALL BE OF A HEIGHT THAT NO GAPS EXIST BETWEEN TREADS.2.
STEP RISE SHOWN IS APPROXIMATE AND SHALL BE FEILD VERIFIED AND COORDINATED WITH C.O.R.1.
SCALE: 3/4" = 1' 2'0 1' 4'X-###
SCALE: 1 1/2" = 1' 1' 2'0 6"SS301
A7
SCALE: 1 1/2" = 1' 1' 2'0 6"SS301
A1STEP DETAIL STEP ELEVATIONLEFT ABUTMENT
ABUTMENT / SPAN CONNECTION
R E
Q 'D L
E F
T A
B T
U M
E
SS301
E7
SS301
A4
"2
"2
"4
REQ'D GALV L3" X 3" X 3/8"
REQ'D GALV. 9 1/4" X 7" X 3/8" PLATE
STIFFENER PLATE
REQ'D GALV 3 15/16" X 1'-7 3/4" X 3/8"
1 1/2" R.
REQ'D W21X55 GIRDER (TYP, FCM)
REQ'D GALV. TOE PLATE 1/4" X 6"
HANDRAIL
REQ'D GALV. 2" DIA STD PIPE
RECOMMENDATION
BOLTS PER MANUFACTURER'S
OR EQUAL AT EACH HANDRAIL POST.
REQ'D GALV. PIPE STRAP B-LINE 3180
REQ'D GALV. L 7" X 4" X 3/8" X 9"
GRATING 19-W-4
REQ'D GALV. 1" X 1/8"
"2
REQ'D W21X55 GIRDER (TYP, FCM)
REQ'D GALV L3" X 3" X 3/8"
REQ'D GALV. 8 7/8" X 7" X 3/8" PLATE
REQ'D CROSS BRACING
"2
"2
"2 114""2
7"
"2
"2
"2
"2
"2
"2
"8 74"2
114""2
7"
REQ'D CROSS BRACING
REQ'D GALV L3" X 3" X 3/8"
X 3/8" PLATE
REQ'D GALV. 8 7/8" X 7"
REQ'D W21X55 GIRDER (TYP, FCM)
"2
"2
3"
"16
"2
"2
"2
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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg2:03:18 PM 7/28/2020
O J E
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B E
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SS500
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SCALE: 3" = 1' 6"0 3" 1'SS300
FCW
FCW
TYPICAL CROSS BRACING CONNECTION
SCALE: 6" = 1'????
3"0 6"1-1/2"
3/16
TYPICAL HANDRAIL CONNECTION
SCALE: 6" = 1' 3"0 6"1-1/2"
TYPICAL D/S LACING CONNECTION
SCALE: 6" = 1' 3"0 6"1-1/2"
TYPICAL U/S LACING CONNECTION
WRAP ALL FILLET WELDS2.
ALL HOLES 13/16" DIA FOR 3/4" DIA F3125 BOLTS W/ NUTS AND WASHERS.1.
GENERAL SHEET NOTES
S P
A N C
O N
N E
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CERTIFIED FINAL - READY TO ADVERTISE
S L
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1/4"
4"4"
"8 51'-1 "8
34 "8 34 "8
51'-1
3'-0"
M
IN
T Y
P
"4
(TYP, FCM)
REQ'D W21X55 GIRDER
REQ'D BAR GRATING (TYP)
PATTERN
SLIDE BEARING HOLES
FLANGE TO MATCH PTFE
REQ'D SLOTTED HOLE IN W21
REQ'D PTFE, LOWER SLIDE BEARING
(1 1/2" MAX)
REQ'D NON-SHRINK CONCRETE GROUT
REQ'D BEARING PLATE W/ LEVELING NUT
ANCHOR (TYP)
REQ'D 3/4" DIA EPOXY
CONCRETE PIER
REQ'D REINFORCED
2"4"2"
8"
2" 2"4"
8"
8" X 5" X 1/2"
REQ'D GALV. PLATE
REQ'D 13/16" DIA HOLES
BEARING: 8" X 6" X 7/32"
REQ'D PTFE UPPER SLIDE
HORIZONTAL SLOTS
REQ'D 13/16" DIA
BEARING: 8" X 4" X 7/32"
REQ'D PTFE LOWER SLIDE
REQ'D 13/16" DIA HOLES
2"4"2"
8"
"8 12 2" "8
122"
REQ'D BEARING PLATE W/ LEVELING NUT
REQ'D PTFE, LOWER SLIDE BEARING
SOUND CONCRETE
EQUAL, MIN EMBEDMENT 8" INTO
REQ'D 3/4" DIA HILTI-HY 150 MAX-SD OR
(1 1/2" MAX)
CONCRETE GROUT
REQ'D NON-SHRINK
CONC PIER
ALL CORNERS OF REQ'D
REQ'D 3/4" CHAMFER ON
CONCRETE PIER
REQ'D REINFORCED
2" 2"4"
8"
REQ'D 13/16" DIA HOLES
BEARING: 8" X 4" X 7/32"
REQ'D PTFE UPPER FIXED
REQ'D PTFE, UPPER SLIDE / FIXED BEARING
REQ'D PTFE, UPPER SLIDE / FIXED BEARING
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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg2:03:52 PM 7/28/2020
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6"0 3" 1'
A X
EXP END FIXED END
D1
SCALE:
PIER BEARING DETAIL
SCALE: 3" = 1'SS200
B9
C1
6"0 3" 1'SCALE: 3" = 1'
6"0 3" 1'B1
SCALE: 3" = 1'
BEARING PLATE
PTFE UPPER SLIDE BEARING
6"0 3" 1'SCALE: 3" = 1'
PTFE LOWER SLIDE BEARING
FILLED PTFE TO PREVENT BEARING DISTORTION.
THE POLYTETRAFLOUROETHYLENE (PTFE) SLIDE BEARING TO BE A 3.
SNUG TIGHT TO PREVENT LOWER NUT FROM LOOSENING.
WITH THE TOP PLATE AND THEN BACK OFF 1/2 TURN. INSTALL UPPER NUT
INSTALLATION OF CONCRETE ANCHOR: INSTALL LOWER NUT IN CONTACT 2.
BEARING BARS.
GRATE PANELS TO INCLUDE BANDING BARS AT ENDS THAT MATCH SIZE OF
GRATING TO BE DISCONTINUOUS BETWEEN WALKWAY SPANS AND ALL BAR 1.
F6
PIER BEARING DETAIL
6"0 3" 1'SS511
F5
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6"0 3" 1'SCALE: 3" = 1'
PTFE UPPER FIXED BEARING
"2
ABUTMENT
CONCRETE PIER OR
EDGE OF REQ'D
AND BASE PLATE, SEE NOTE 1
REQ'D S.S. STOPLOG GUIDE
SEE NOTE 4
SEE NOTE 1
REQ'D S.S. SILL PLATE BETWEEN GUIDES,
CREST LINE
JOINT
CONCRETE SPILLWAY
REQ'D BRIDGE GIRDER
REQ'D S.S. STOPLOG GUIDE
REQ'D S.S. BASE PLATE
GALV PIPE, TO BE FILLED WITH GROUT
EXISTING 1 1/2" DIA X 1'-3" LONG, STD
REQ'D S.S. STOPLOG GUIDE
EXISTING PIPE INSERTS
STOPLOGS, CENTERED OVER
REQ'D COMPOSITE
EXISTING STEEL L 4X4X3/8"
ALL 4 CORNERS
REQ'D SIDE SEAL TYP
REQ'D LIFTING BARS
6"
RECESS
EXISTING STOPLOG
REQ'D S.S. SILL PLATE
REQ'D INVERT SEAL
STEEL STOPLOGS
REQ'D GALVANIZED
STOPLOG
REQ'D GALVANIZED STEEL
S O
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U .S
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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg2:04:27 PM 7/28/2020
O J E
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S L
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A Y S
P
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L W
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A
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F Y F
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A7
SCALE: 1 1/2" = 1' 1' 2'0 6"S-100
SCALE: 6" = 1' 3"0 6"1-1/2"SS502
D6
SCALE: 1 1/2" = 1' 1' 2'0 6"
N
STOPLOG SPILLWAY SECTIONBASE PLATE CONNECTION
WELDED S.S. CONNECTIONS SHALL CONFORM TO A.W.S D1.6.6.
REQUIREMENTS.
SEE SPEC SECTION 35 20 15 FOR SPILLWAY STOPLOG AND STOPLOG GUIDE 5.
SIZED SUCH THAT THE WEIGHT OF STOPLOGS DOES NOT EXCEED 800 LBS.
SPILLWAY STOPLOG GUIDES SHALL BE SPACED AND STOPLOGS SHALL BE 4.
DESIGN COMPRESSIVE STRENGTH OF NEW PIERS IS 4,000 PSI.3.
BE 3,000 PSI FOR DESIGN OF ANCHORS.
ABUTMENT MAY BE IN EXCESS OF 10,000 PSI BUT SHOULD BE ASSUMED TO
COMPRESSIVE STRENGTH OF EXISTING SPILLWAY AND EXISTING CONCRETE 2.
CLOSURE AT THE PIERS OR ABUTMENTS.
TO THE STONE ABUTMENT. GROUT MAY BE USED TO ENSURE POSITIVE
ANCHORED TO THE CONCRETE. STOPLOG GUIDES SHALL NOT BE ATTACHED
GUIDES ADJACENT TO CONCRETE PIERS OR CONCRETE ABUTMENT MAY BE
SPILLWAY AS RECOMMENDED BY THE STOPLOG MANUFACTURER. STOPLOG
SILL PLATE AND STOPLOG GUIDE BASE PLATES TO BE ANCHORED TO THE 1.
GENERAL SHEET NOTES
POSITIVE BEARING OF BASE PLATE ON CONCRETE SPILLWAY.
BASE PLATE TO BE SHIMMED AS NECESSARY TO ENSURE1.
NOTE:
SPILLWAY STOPLOG PLAN
20'-0" EDGE TO EDGE OF PIER FACE
F1
SCALE: 1 1/2" = 1'
SLUICEWAY STOPLOG
1' 2'0 6"
SLUICEWAY STOPLOG SECTION
6"0 3" 1'
LIFTING
APPLETON, WI.
DELIVERED TO U.S. ARMY CORPS OF ENGINEERS AT 2619 E. CAPITOL DR.
AFTER COMPLETION OF ALL SLUICEWAY WORK STOPLOGS ARE TO BE 1.
NOTE:
SS512
C1
SS512
REQ'D CRACK / JOINT INJECTION
REQ'D CRACK / JOINT INJECTION REQ'D CRACK / JOINT INJECTION
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R
P
IE
R
PIER #2 PLAN
X#
A3
PIER #2 WEST ELEVATION
0 4' 8'2'SB301
B1
0 4' 8'2'D1
PIER #3 PLAN
SCALE: 1/4" = 1'X-###
X#
D3
PIER #3 WEST ELEVATION
0 4' 8'2'SB301
E1
D6
PIER #3 EAST ELEVATION
0 4' 8'2'SB301
E2
NOTE:
C O
N C
R E
T E R
E P
A
IR
S
P
R O
S S
FOR CRACK / JOINT INJECTION REQUIREMENTS SEE SPEC SECTION 03 01 00.1.
GENERAL SB300 TO SB301 SHEET NOTE
SB301
A3
SB301
D6
SB301
D3
REQ'D CRACK / JOINT INJECTION
REQ'D CONCRETE STAIRS
REQ'D CONCRETE STAIRS
REQ'D CRACK / JOINT INJECTION
REQ'D CRACK / JOINT INJECTION
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NOTE:
0 4' 8'2' A4
SCALE: 1/4" = 1'SB302
B2
NOTE:
PIER #5 WEST FACE ELEVATION
0 4' 8'2' A8
SCALE: 1/4" = 1'SB302
B3 PIER #5 EAST FACE ELEVATION
0 4' 8'2'
0 4' 8'2'D1
PIER #6 PLAN
NOTE:
X-###
D8
PIER #6 EAST ELEVATION
0 4' 8'2'X-###
X#
D5
PIER #6 WEST ELEVATION
0 4' 8'2'X-###
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NOTE:
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D8
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XXXX
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CONCRETE
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REQ'D GRAB BAR
REQ'D NOSE PLATE
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REQ'D #7 BAR SPACED
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PIER SURFACE BEARING ON
APPLIED UNDER REQ'D CONCRETE
REQ'D CONCRETE BONDING AGENT
EPOXY GROUT. SEE SPEC SEC 00 00 00
EXISTING SPILLWAY APRON USING
REQ'D 2'-0" MIN EMBEDMENT INTO PIERS AT 1'-0" C/C
DOWNSTREAM SIDE OF ALL
REQ'D LADDER RUNGS AT
REQ'D LADDER RUNG
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O/C (TYP)
REQ'D #7 BAR SPACED 12"
REQ'D NOSE PLATE
3'-0"
4" 4"
HEIGHT OF PIER
REQ'D L4"X4" X 3/8", FULL
WITH CONCRETE
BACK OF ANGLE TO BE FLUSH
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REQ'D 3/4" X 12" LONG
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REQ'D REINFORCED
OF REQ'D PIER
REQ'D DOWNSTREAM SIDE
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REQ'D 1" DIA STEEL ROD,
WITH 3" HOOKS DOWN
REQ'D 1" DIA STEEL ROD,
OF REQ'D PIER
REQ'D DOWNSTREAM SIDE
REINFORCEMENT
REQ'D #7 BAR PIER
SPILLWAY
EXISTING CONCRETE
SEC 00 00 00
EPOXY GROUT, SEE SPEC
SPILLWAY APRON USING
GROUTED INTO EXISTING
REQ'D #7 DOWEL TO BE
O/C (TYP)
REQ'D #7 BAR SPACED 12"
1'-0"
1'-0"
4"
4"
1'-6"
1'-2"
4'-10" "4 32'-6
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6"
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SCALE: 3/4" = 1' 2'0 1' 4'SB500
C6
SCALE: 3" = 1' 6"0 3" 1'SB502
F4
SCALE: 1 1/2" = 1' 1' 2'0 6"SB502
C3
SCALE: 1 1/2" = 1' 1' 2'0 6"SB502
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REQ'D LAP SPLICEREQ'D SPILLWAY PIER REINFORCMENT PLAN
REQ'D NOSE PLATE REQ'D LADDER RUNG REQ'D GRAB BAR
REQ'D SPILLWAY PIER SECTION: PIERS 10, 11, 12, 13 & 14
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REQ'D CONCRETE
O.C. E.W
REQ'D #5 BARS @ 12"
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DRILL AND GROUT 1'-3" INTO EXISTING
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REQ'D #5 DOWELS WITH STD. 90
OF REPAIR (TYP)
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PLACING REQ'D CONCRETE
DELETERIOUS MATERIAL PRIOR TO
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REQ'D FORMED SURFACE
SOUND CONCRETE
REQ'D FORMED SURFACE
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APPLY EPOXY BONDING
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REQ'D CONCRETEEXISTING PIER
EXISTING PIER
EXISTING PIER REQ'D CONCRETE
REQ'D #4 BARS @ 6" O.C
REQ'D #6 BARS
2"
1'-8"
6"
EXISTING PIER
2"
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1"
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ID 311077200
ACRES, PORTION OF PARCEL
REQ'D ACCESS AREA: 0.33
APPLETON LOWER DAM
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0.3 ACRES
WORK AND STORAGE USACE
LOWER APPLETON DAM
NON-WORK RADIUS
REQ'D 660' EAGLE NEST
NON-WORK RADIUS
REQ'D 660' EAGLE NEST
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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg2:07:46 PM 7/28/2020
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SCALE: 1" = 100' 100' 200'0
E. JOHN ST.
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SCALE: NTS
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S S
IP
PI
V
V E
R
F O
X
W I S
C O
N S
V E
R
GREEN BAY
I L L I N O I S
W I S C O N S I N
M I C H I G A N
MICHIGAN
LAKE
FOX RIVER DAMS
PROJECT SITES
LEGEND
ACCESS ROAD
WORK AND STORAGE
APPLETON LOWER DAMACCESS & WORK AND STORAGE
R E
Q U
IR
E D R
E A
L E
S T
A T
E
PARKING IS NOT PERMITTED ALONG THE APPLETON LOWER ACCESS ROAD. 1.
TOE OF SPILLWAY
TOP OF SPILLWAY
WALKWAY OVER SPILLWAY
RETAINING WALL
COAL BIN WALL
TO BE REMOVED AND REPLACED
EXISTING GATES 1, 2, 3, 4, 5, 6, 7 & 8
TO BE REMOVED AND REPLACED
EXISTING (9) SPILLWAY WALKWAYS
REPLACED
16 & 17 TO BE REMOVED AND
EXISTING PIERS 10, 11, 12, 13, 14, 15,
STOPLOGS. THIS SPILLWAY BAY ONLY
REMOVED AND REPLACED WITH
EXISTING FLASHBOARDS TO BE
BE REPAIRED
EXISTING BEDROCK DEPRESSIONS TO
REMOVED & REPLACED (OPTION 2)
REPAIRED (BASE), HAND RAILS TO BE
EXISTING PIERS 1, 2, 3, 4, 5, 6, 7, 8 & 9 TO BE
S O
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
A
M A
R K
S
IZ
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
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