Plans_-_Certified_Final_RTA_-_Tainter_Gate_-_Fox_River,_WI.pdf
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- Solicitation number
- W911XK18B0003
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PLANS
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LIBRARY
U.S. PROPERTY
U.S. PROPERTY
KAUKAUNA DAM
PROJECT LOCATION
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...\Active Projects\OM-Fox River, WI(153478)-FY18 Kaukauna Dam Tainter Gate Replace\3 - CADD\CAD_BIM\_Sheets\
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
T R
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M I
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A N A of Engineers
US Army Corps
WILLIAM D. MERTE P.E., CHIEF COST & GENERAL ENGINEERING BRANCH
PHILLIP C. ROSS P.E., CHIEF ENGINERRING & CONSTRUCTION OFFICE
MARIE STRUM P.E., CHIEF ENGINEERING & TECHNICAL SERVICES
REQUIRED BY ER 1110-1-8152
PROJECTS 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.
NICHOLAS J. ZAGER P.E., CHIEF GEOTECHNICAL & STRUCTURES BRANCH
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GATE REPAIRS
FY18 FOX RIVER
OUTAGAMIE COUNTY
30 JULY 2018
VICINITY MAP - KAUKAUNA DAM SITE MAP - KAUKAUNA DAM
SCALE: 1" = 200'SCALE: N/A
SCALE IN MILES
0 10050 50
LOCATION MAP
MILWAUKEE
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NICHOLAS J. ZAGER /S/
WILLIAM D. MERTE /S/
PHILLIP C. ROSS /S/
MARIE STRUM /S/
PROJECT LOCATION
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VICINITY MAP - APPLETON UPPER DAM
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TITLE
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SCALE: 1"=1'
1. TITLE SPECIFIC NOTES
NOTE:
N
0 1' 2'6"
NOTES SPECIFIC TO THIS TITLE
IS BEING CALLED FROM
SHEET ID THE DETAIL OR SECTION
TITLE ITEM IS
LOCATION ON THE GRID THE
TITLE OF DETAIL, PLAN, SECTION
TEXT SCALE GRAPHIC SCALE
NORTH ARROW OF TITLE ITEM
PAPER NORTH
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GRID SPACE DETAIL IS LOCATED
DETAIL CALL OUT
SHEET ID, DETAIL IS ON
SECTION CALL OUT
GRID SPACE SECTION IS LOCATED
DIRECTION OF SECTION CUT
SHEET ID, SECTION IS ON
STANDARD ABBREVIATIONS:
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UPSTREAMU/S
TYPICAL(TYP) OR TYP
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THICKTHK
SYMMETRICALSYMM
SQUARESQ
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STIFFENERSTIFF
STEELSTL
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STAINLESS STEELST STL
SPECIFICATIONSPEC
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REQUIREDREQ'D
REINFORCINGREINF
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POUNDS PER SQUARE INCHPSI
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NOMINALNOM
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NATIONAL GEODETIC VERTICAL DATUMNGVD
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21. LOADING ON SPILLWAY WALKWAY SHALL NOT EXCEED 90 PSF.
SUPPLIED STOPLOGS. TYPICAL ALL SITES.
PIER STOPLOG RECESSES SHOWN MAY BE USED WITH CONTRACTOR 20.
IN AREAS OF THE SLUICEWAY INACCESSIBLE TO GOVERNMENT PERSONNEL.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEBRIS AND ICE REMOVAL 19.
CONTRACT SPECIFICATIONS SECTION 01 35 13
MAINTAINED 24 HOURS/DAY AND 7 DAYS/WEEK DURING CONSTRUCTION, SEE
WALKWAY ACCESS TO THE DAM OPERATING EQUIPMENT MUST BE 18.
DURING CONSTRUCTION. LIGHT POLES EXIST ON PIERS 5, 6, 8, 10 & 12.
CONTRACTOR REQ'D TO PROTECT ALL EXISTING LIGHTS AND LIGHT POLES 17.
AFFECTED BY THE WORK TO ORIGINAL LOCATIONS.
CONTRACTOR REQ'D TO RE- ESTABLISH ALL EXISTING BRASS BENCHMARKS 16.
BE DISTURBED.
THAT THOSE UTILITIES NOT REQUIRING TEMPORARY RELOCATION WILL NOT
AND SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO ENSURE
THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO STARTING WORK 15.
COMPLETION OF WORK.
OF THE RIVER AND BE REINSTALLED IN ORIGINAL LOCATION UPON
CONSTRUCTION, HOWEVER SIGNS ARE REQ'D TO REMAIN VISIBLE TO USERS
NECESSARY, CONTRACTOR MAY RELOCATE SIGNAGE TO FACILITATE
TO DAM SAFETY AND LEAVE IN PLACE FOR DURATION OF CONSTRUCTION. IF
THE CONTRACTOR IS REQ'D TO PROTECT ALL EXISTING SIGNAGE RELATED 14.
DOWNSTREAM.
ORIENTATION FOR "LEFT" AND "RIGHT" VERBIAGE ASSUMES LOOKING 13.
EFFORT TO COMPLETE THE REQUIRED WORK.
COE OF ANY DISCREPANCIES FROM PLANS WHICH EFFECT QUANTITIES OR
DRAWINGS. CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS AND NOTIFY
ALL EXISTING DIMENSIONS SHOWN ARE TAKEN FROM 1931 PROPOSED 12.
ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED AS REQUIRED, (REQ'D).11.
ATTACHMENT BOLTS FOR 8 TAINTER GATES AT APPLETON UPPER DAM.
PLATES, INSTALLATION OF RUBBER SIDE SEALS, CLAMP PLATES AND
OPTION 8 WORK INCLUDES: REMOVAL OF EXISTING SIDE SEALS AND CLAMP 10.
AND ATTACHMENT BOLTS FOR 8 TAINTER GATES AT APPLETON UPPER DAM.
OPTION 7 WORK INCLUDES: SUPPLY OF RUBBER SIDE SEALS, CLAMP PLATES 9.
ATTACHMENT BOLTS FOR 8 TAINTER GATES AT LITTLE KAUKAUNA DAM
PLATES, INSTALLATION OF NEW RUBBER SIDE SEALS, CLAMP PLATES AND
OPTION 6 WORK INCLUDES: REMOVAL OF EXISTING SIDE SEALS AND CLAMP 8.
AND ATTACHMENT BOLTS FOR 8 TAINTER GATES AT LITTLE KAUKAUNA DAM.
OPTION 5 WORK INCLUDES: SUPPLY OF RUBBER SIDE SEALS, CLAMP PLATES 7.
UPSTREAM OF AND INCLUDING THE STOPLOG RECESSES AT KAUKAUNA DAM.
OPTION 4 WORK INCLUDES: CONCRETE REPAIRS AT 9 SLUICEWAY PIERS 6.
KAUKAUNA DAM.
STAINLESS STEEL SIDE SEAL PLATES AT 8 GATES (2 PER GATE) AT
OPTION 3 WORK INCLUDES: FABRICATION AND INSTALLATION OF EMBEDDED 5.
AT KAUKAUNA DAM.
GATE SILL, AND SUPPLY AND INSTALLATION OF 2 NEW RUBBER SIDE SEALS
(PIER 12), FABRICATION AND INSTALLATION OF 1 NEW STAINLESS STEEL
REPLACEMENT OF GALVANIZED STEEL HANDRAIL AT 1 SLUICEWAY PIER
(PIER 12) DOWNSTREAM OF STOPLOG RECESS, REMOVAL AND
CONCRETE REMOVAL, REPLACEMENT AND REPAIRS TO 1 SLUICEWAY PIER
FABRICATION AND INSTALLATION OF 1 NEW STEEL TAINTER GATE,
OPTION 2 WORK INCLUDES: REMOVAL OF 1 STEEL TAINTER GATE (GATE 8), 4.
NEW RUBBER SIDE SEALS AT KAUKAUNA DAM.
OF 1 NEW STAINLESS STEEL GATE SILL, AND SUPPLY AND INSTALLATION OF 2
HANDRAIL AT 1 SLUICEWAY PIER (PIER 11), FABRICATION AND INSTALLATION
OF STOPLOG RECESS, REMOVAL AND REPLACEMENT OF GALVANIZED STEEL
REPLACEMENT AND REPAIRS TO 1 SLUICEWAY PIER (PIER 11) DOWNSTREAM
RIGHT ARM GATE ARM BEARING HOUSING FOR GATE 8, CONCRETE REMOVAL,
FABRICATION AND INSTALLATION OF 1 NEW STEEL TAINTER GATE AND THE
OPTION 1 WORK INCLUDES: REMOVAL OF 1 STEEL TAINTER GATE (GATE 7), 3.
SEALS AT KAUKAUNA DAM.
GATE SILLS, AND SUPPLY AND INSTALLATION OF 12 NEW RUBBER SIDE
(PIERS 4-10), FABRICATION AND INSTALLATION OF 7 NEW STAINLESS STEEL
REPLACEMENT OF GALVANIZED STEEL HANDRAIL AT 7 SLUICEWAY PIERS
(PIERS 4-10) DOWNSTREAM OF STOPLOG RECESS, REMOVAL AND
CONCRETE REMOVAL, REPLACEMENT AND REPAIRS TO 7 SLUICEWAY PIERS
GATES AND THE RIGHT GATE ARM BEARING HOUSING FOR GATE 7,
(GATES 1-6), FABRICATION AND INSTALLATION OF 6 NEW STEEL TAINTER
BASE CONTRACT WORK INCLUDES: REMOVAL OF 6 STEEL TAINTER GATES 2.
CANADA (IGLD 85).
ELEVATION 601.1 FEET ABOVE MEAN WATER LEVEL, AT RIMOUSKI, QUEBEC,
ELEVATIONS ARE REFERENCED TO LOW WATER DATUM FOR LAKE SUPERIOR 1.
GENERAL NOTES
X-###
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GRASS
GRASS
GRAVEL
PARKING LOT
KAUKAUNA UTILITIES DAM
205'-0"
LIBRARY
KAUKAUNA DAM
PROJECT LOCATION
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N
NOTE:
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LIMITS OF WORK PIER #4 THRU #12
LEGEND
WORK AND STORAGE: 76202.72 SQ FT
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REFERENCES-XD0001.PDF: SHEETS 1 - 11
FOR EXISTING SITE PLAN AND SECTIONS SEE KAUKAUNA REFERENCE PDF 2.
THROUGH WORK AND STORAGE AREA AS NEEDED.
CONTRACTOR TO PROVIDE ACCESS TO KAUKAUNA UTILITY'S PERSONNEL 1.
GENERAL NOTES
GENERAL CONTRACT / REAL ESTATE PLAN
LITTLE KAUKAUNA DAM
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NO GOV'T REAL ESTATE IS AVAILABLE FOR WORK AND STORAGE.2.
PDF REFERENCES-XD0001.PDF: SHEETS 12-13
FOR EXISTING SITE PLAN AND SECTIONS SEE LITTLE KAUKAUNA REFERENCE 1.
LIMITS OF WORK
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FOURTH ST.
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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:03:32 AM 7/30/2018
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REFERENCES-XD0001.PDF: SHEETS 14 -15
FOR EXISTING SITE PLAN AND SECTIONS SEE KAUKAUNA REFERENCE PDF 2.
NO GOV'T REAL ESTATE IS AVAILABLE FOR WORK & STORAGE1.
GENERAL CONTRACT / REAL ESTATE PLAN: APPLETON UPPER DAM
6"
ANCHORS AS NECESSARY TO REMOVE ANGLE
1'-6" LONG TO BE REMOVED. CUT EXISTING
EXISTING L 4X4X3/8" W/ 3/4" DIA. HEADED STUDS X
EXISTING HANDRAIL TO BE REMOVED
EXISTING HANDRAIL TO BE REMOVED
TO BE DISTURBED
EXISTING CONDUIT NOT
8"
TO BE DISTURBED
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REQUIRED CONCRETE REPAIR
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TABLE
FULL DEMOLITION:
QUANTITYTYPE
NOTE: REPAIR HATCHING NOT SHOWN FOR CLARITY
K A
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SURFACE REPAIR:
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NOTE: EXISTING WALKWAYS NOT SHOWN FOR CLARITY
32.72 CY
142.71 CF
REINSTALLED IN SAME LOCATION ON NEW GATE.
INCLINOMETER TO BE REMOVED FROM GATE PRIOR TO DEMOLITION AND
FOR CLARITY. SEE REFERENCE DRAWING PAGE 3 FOR DETAILS.
EXISTING GATE TO BE REMOVED & DISPOSED OF. GATE NOT SHOWN HERE 3.
TO REFERENCE DRAWINGS: REFERENCES-XD001.PDF PAGES 7, 8, 9 & 10.
ANCHORAGE FOR EXISTING WALKWAYS NOT SHOWN FOR CLARITY. REFER 2.
SEE SHEET S-501 FOR CONCRETE REPAIR DETAILS1.
GENERAL NOTES
A1
SD301
A1
SD301
A5
SD301
A5
SD301
D4
6"
ANCHORS AS NECESSARY TO REMOVE ANGLE
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EXISTING L 4X4X3/8" W/ 3/4" DIA. HEADED STUDS X
REMOVED & REPLACED
EXISTING LIGHT POLE TO BE
8"
EXISTING HANDRAIL TO BE REMOVED
8"
EXISTING HANDRAIL TO BE REMOVED
REMOVED & REINSTALLED
EXISTING LIGHT POLE TO BE
REMOVED & REINSTALLED
EXISTING LIGHT POLE TO BE
REINSTALLED ON NEW HANDRAIL
HANDRAIL TO BE REMOVED &
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EXISTING CONDUIT FOR LIGHT POLE
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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:05:14 AM 7/30/2018
O J E
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LEGEND
REQUIRED CONCRETE REPAIR
FULL DEMOLITION
TABLE
FULL DEMOLITION: 40.513 CY
QUANTITYTYPE
NOTE: REPAIR HATCHING NOT SHOWN FOR CLARITY
139.50 CF
K A
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FOR CLARITY. SEE REFERENCE DRAWING PAGE 3 FOR DETAILS.
EXISTING GATE TO BE REMOVED & DISPOSED OF. GATE NOT SHOWN HERE 3.
TO REFERENCE DRAWINGS: REFERENCES-XD001.PDF PAGES 7, 8, 9 & 10.
ANCHORAGE FOR EXISTING WALKWAYS NOT SHOWN FOR CLARITY. REFER 2.
SEE SHEET S-501 FOR CONCRETE REPAIR DETAILS1.
GENERAL NOTES
D4
SD302
A5
SD301
A5
SD301
A1
SD301
A1
6"
8" 8"
ANCHORS AS NECESSARY TO REMOVE ANGLE
1'-6" LONG TO BE REMOVED. CUT EXISTING
EXISTING L 4X4X3/8" W/ 3/4" DIA. HEADED STUDS X
NECESSARY
REMOVED & REPLACED AS
EXISTING LIGHT POLE TO BE
EXISTING HANDRAIL TO BE REMOVED
EXISTING HANDRAIL TO BE REMOVED
NEW GUARDRAIL
BE REMOVED AND REINSTALLED WO
ATTACHED TO EXIST GUARDRAIL TO
EXISTING INCLINOMETER CONDUIT
& REINSTALLED AS NECESSARY
EXISTING LIGHT POLE TO BE REMOVED
& REINSTALLED AS NECESSARY
EXISTING LIGHT POLE TO BE REMOVED
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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:06:03 AM 7/30/2018
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LEGEND
REQUIRED CONCRETE REPAIR
FULL DEMOLITION
TABLE
FULL DEMOLITION: 40.513 CY
QUANTITYTYPE
NOTE: REPAIR HATCHING NOT SHOWN FOR CLARITY
147.87 CF
K A
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CONCRETE SURFACE REPAIR
SURFACE REPAIR:
F X
K u
D
NOTE: EXISTING WALKWAYS NOT SHOWN FOR CLARITY
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INCLINOMETER TO BE REMOVED FROM GATE PRIOR TO DEMOLITION AND
FOR CLARITY. SEE REFERENCE DRAWING PAGE 3 FOR DETAILS.
EXISTING GATE TO BE REMOVED & DISPOSED OF. GATE NOT SHOWN HERE 3.
TO REFERENCE DRAWINGS: REFERENCES-XD001.PDF PAGES 7, 8, 9 & 10.
ANCHORAGE FOR EXISTING WALKWAYS NOT SHOWN FOR CLARITY. REFER 2.
SEE SHEET S-501 FOR CONCRETE REPAIR DETAILS1.
GENERAL NOTES
D4
SD303
A5
SD301
A5
SD301
A1
SD301
6"
ANCHORS AS NECESSARY TO REMOVE ANGLE
1'-6" LONG TO BE REMOVED. CUT EXISTING
EXISTING L 4X4X3/8" W/ 3/4" DIA. HEADED STUDS X
EXISTING HANDRAIL TO BE REMOVED
EXISTING HANDRAIL TO BE REMOVED
8"
8"
NEW GUARDRAIL
BE REMOVED AND REINSTALLED WO
ATTACHED TO EXIST GUARDRAIL TO
EXISTING INCLINOMETER CONDUIT
REMOVED & REINSTALLED AS NECESSARY
EXISTING POLE MOUTNED CAMERA TO BE
REMOVED & REINSTALLED AS NECESSARY
EXISTING POLE MOUNTED CAMERA TO BE
REINSTALLED AS NECESSARY
CAMERA TO BE REMOVED &
EXISTING POLE MOUNTED
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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:06:52 AM 7/30/2018
O J E
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D1
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PLAN - PIER #7
D1
LEGEND
REQUIRED CONCRETE REPAIR
FULL DEMOLITION
TABLE
FULL DEMOLITION: 40.513 CY
QUANTITYTYPE
NOTE: REPAIR HATCHING NOT SHOWN FOR CLARITY
218.26 CF
K A
U K
A U
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K A
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CONCRETE SURFACE REPAIR
SURFACE REPAIR:
F X
K u
D
NOTE: EXISTING WALKWAYS NOT SHOWN FOR CLARITY
REINSTALLED IN SAME LOCATION ON NEW GATE.
INCLINOMETER TO BE REMOVED FROM GATE PRIOR TO DEMOLITION AND
FOR CLARITY. SEE REFERENCE DRAWING PAGE 3 FOR DETAILS.
EXISTING GATE TO BE REMOVED & DISPOSED OF. GATE NOT SHOWN HERE 3.
TO REFERENCE DRAWINGS: REFERENCES-XD001.PDF PAGES 7, 8, 9 & 10.
ANCHORAGE FOR EXISTING WALKWAYS NOT SHOWN FOR CLARITY. REFER 2.
SEE SHEET S-501 FOR CONCRETE REPAIR DETAILS1.
GENERAL NOTES
D4
SD304
A5
SD301
A5
SD301
A1
SD301
6"
EXISTING HANDRAIL TO BE REMOVED
EXISTING HANDRAIL TO BE REMOVED
8"8"
ANCHORS AS NECESSARY TO REMOVE ANGLE
1'-6" LONG TO BE REMOVED. CUT EXISTING
EXISTING L 4X4X3/8" W/ 3/4" DIA. HEADED STUDS X
NEW GUARDRAIL
BE REMOVED AND REINSTALLED WO
ATTACHED TO EXIST GUARDRAIL TO
EXISTING INCLINOMETER CONDUIT
& REINSTALLED AS NECESSARY
EXISTING LIGHT POLE TO BE REMOVED
& REINSTALLED AS NECESSARY
EXISTING LIGHT POLE TO BE REMOVED
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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:07:41 AM 7/30/2018
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A5
EAST FACE
SCALE: 1/4" = 1'
N
0 4' 8'2'SD305
D1
SD305
D1
D4SD305
D1 DETAIL - NOSE PIER #8
SCALE: 1" = 1'0 4' 8'2'
PLAN - PIER #8
D1
LEGEND
REQUIRED CONCRETE REPAIR
FULL DEMOLITION
TABLE
FULL DEMOLITION: 40.513 CY
QUANTITYTYPE
NOTE: REPAIR HATCHING NOT SHOWN FOR CLARITY
K A
U K
A U
N A C
IT
Y
W I
OPTION 4BASE CONTRACTOPTION 4 BASE CONTRACT
K A
U K
A U
N A D
A M
W
X K -1
-B -0
H
C A
L A
P P I
CONCRETE SURFACE REPAIR
SURFACE REPAIR:
F X
K u
D
NOTE: EXISTING WALKWAYS NOT SHOWN FOR CLARITY
218.26 CF
REINSTALLED IN SAME LOCATION ON NEW GATE.
INCLINOMETER TO BE REMOVED FROM GATE PRIOR TO DEMOLITION AND
FOR CLARITY. SEE REFERENCE DRAWING PAGE 3 FOR DETAILS.
EXISTING GATE TO BE REMOVED & DISPOSED OF. GATE NOT SHOWN HERE 3.
TO REFERENCE DRAWINGS: REFERENCES-XD001.PDF PAGES 7, 8, 9 & 10.
ANCHORAGE FOR EXISTING WALKWAYS NOT SHOWN FOR CLARITY. REFER 2.
SEE SHEET S-501 FOR CONCRETE REPAIR DETAILS1.
GENERAL NOTES
D4
SD305
A5
SD301
A5
SD301
A1
SD301
6"
8"
EXISTING HANDRAIL TO BE REMOVED
EXISTING HANDRAIL TO BE REMOVED
8"
ANCHORS AS NECESSARY TO REMOVE ANGLE
1'-6" LONG TO BE REMOVED. CUT EXISTING
EXISTING L 4X4X3/8" W/ 3/4" DIA. HEADED STUDS X
NEW GUARDRAIL
BE REMOVED AND REINSTALLED WO
ATTACHED TO EXIST GUARDRAIL TO
EXISTING INCLINOMETER CONDUIT
& REINSTALLED AS NECESSARY
EXISTING LIGHT POLE TO BE REMOVED
& REINSTALLED AS NECESSARY
EXISTING LIGHT POLE TO BE REMOVED
NECESSARY
REMOVED & REINSTALLED AS
EXISTING LIGHT POLE 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
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.pltcfg9:08:30 AM 7/30/2018
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
A N
S I
SD306
K u
D F
Y 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
A
T E R
E P
A
IR
S
F Y F
O X R
IV
E R
O U
T A
G A
M
IE
C
O U
N T
Y J
U L
Y
H E
A T
H E
R C
A L
A P
P I
B
M E
L B
Y
Z Z
A G
E R
P
IE
R
C
O N
C R
E T
E R
E M
O V
A L
A1
WEST FACE
SCALE: 1/4" = 1' 0 4' 8'2'
N
A5
EAST FACE
SCALE: 1/4" = 1'
N
0 4' 8'2'SD306
D1
SD306
D1
D4SD306
D1 DETAIL - NOSE PIER #9
SCALE: 1" = 1'0 4' 8'2'
PLAN - PIER #9
D1
LEGEND
REQUIRED CONCRETE REPAIR
FULL DEMOLITION
TABLE
FULL DEMOLITION: 40.513 CY
QUANTITYTYPE
NOTE: REPAIR HATCHING NOT SHOWN FOR CLARITY
K A
U K
A U
N A C
IT
Y
W I
OPTION 4BASE CONTRACTOPTION 4 BASE CONTRACT
K A
U K
A U
N A D
A M
W
X K -1
-B -0
H
C A
L A
P P I
CONCRETE SURFACE REPAIR
SURFACE REPAIR:
F X
K u
D
NOTE: EXISTING WALKWAYS NOT SHOWN FOR CLARITY
218.26 CF
REINSTALLED IN SAME LOCATION ON NEW GATE.
INCLINOMETER TO BE REMOVED FROM GATE PRIOR TO DEMOLITION AND
FOR CLARITY. SEE REFERENCE DRAWING PAGE 3 FOR DETAILS.
EXISTING GATE TO BE REMOVED & DISPOSED OF. GATE NOT SHOWN HERE 3.
TO REFERENCE DRAWINGS: REFERENCES-XD001.PDF PAGES 7, 8, 9 & 10.
ANCHORAGE FOR EXISTING WALKWAYS NOT SHOWN FOR CLARITY. REFER 2.
SEE SHEET S-501 FOR CONCRETE REPAIR DETAILS1.
GENERAL NOTES
D4
SD306
A5
SD301
A5
SD301
A1
SD301
6"
8"
EXISTING HANDRAIL TO BE REMOVED
EXISTING HANDRAIL TO BE REMOVED
8"
ANCHORS AS NECESSARY TO REMOVE ANGLE
1'-6" LONG TO BE REMOVED. CUT EXISTING
EXISTING L 4X4X3/8" W/ 3/4" DIA. HEADED STUDS X
NEW GUARDRAIL
BE REMOVED AND REINSTALLED WO
ATTACHED TO EXIST GUARDRAIL TO
EXISTING INCLINOMETER CONDUIT
NECESSARY
REMOVED & REINSTALLED AS
EXISTING LIGHT POLE TO BE
& REINSTALLED AS NECESSARY
EXISTING LIGHT POLE TO BE REMOVED
& REINSTALLED AS NECESSARY
EXISTING LIGHT POLE 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.pltcfg9:09:18 AM 7/30/2018
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
A N
S I
SD307
K u
D F
Y 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
A
T E R
E P
A
IR
S
F Y F
O X R
IV
E R
O U
T A
G A
M
IE
C
O U
N T
Y J
U L
Y
H E
A T
H E
R C
A L
A P
P I
B
M E
L B
Y
Z Z
A G
E R
P
IE
R
C
O N
C R
E T
E R
E M
O V
A L
A1
WEST FACE
SCALE: 1/4" = 1' 0 4' 8'2'
N
A5
EAST FACE
SCALE: 1/4" = 1'
N
0 4' 8'2'SD307
D1
SD307
D1
D4SD307
D1
SCALE: 1" = 1'0 4' 8'2'
PLAN - PIER #10
D1
LEGEND
REQUIRED CONCRETE REPAIR
FULL DEMOLITION
TABLE
FULL DEMOLITION: 40.513 CY
QUANTITYTYPE
NOTE: REPAIR HATCHING NOT SHOWN FOR CLARITY
K A
U K
A U
N A C
IT
Y
W I
OPTION 4BASE CONTRACTOPTION 4 BASE CONTRACT
K A
U K
A U
N A D
A M
W
X K -1
-B -0
H
C A
L A
P P I
CONCRETE SURFACE REPAIR
SURFACE REPAIR:
F X
K u
D
NOTE: EXISTING WALKWAYS NOT SHOWN FOR CLARITY
218.26 CF
DETAIL - NOSE PIER #10
REINSTALLED IN SAME LOCATION ON NEW GATE.
INCLINOMETER TO BE REMOVED FROM GATE PRIOR TO DEMOLITION AND
FOR CLARITY. SEE REFERENCE DRAWING PAGE 3 FOR DETAILS.
EXISTING GATE TO BE REMOVED & DISPOSED OF. GATE NOT SHOWN HERE 3.
TO REFERENCE DRAWINGS: REFERENCES-XD001.PDF PAGES 7, 8, 9 & 10.
ANCHORAGE FOR EXISTING WALKWAYS NOT SHOWN FOR CLARITY. REFER 2.
SEE SHEET S-501 FOR CONCRETE REPAIR DETAILS1.
GENERAL NOTES
D4
SD307
A5
SD301
A5
SD301
A1
SD301
6"
8"
EXISTING HANDRAIL TO BE REMOVED
EXISTING HANDRAIL TO BE REMOVED
8"
ANCHORS AS NECESSARY TO REMOVE ANGLE
1'-6" LONG TO BE REMOVED. CUT EXISTING
EXISTING L 4X4X3/8" W/ 3/4" DIA. HEADED STUDS X
NEW GUARDRAIL
BE REMOVED AND REINSTALLED WO
ATTACHED TO EXIST GUARDRAIL TO
EXISTING INCLINOMETER CONDUIT
REINSTALLED AS NECESSARY
CAMERA TO BE REMOVED &
EXISTING POLE MOUNTED
REMOVED & REINSTALLED AS NECESSARY
EXISTING POLE MOUNTED CAMERA TO BE
REMOVED & REINSTALLED AS NECESSARY
EXISTING POLE MOUNTED CAMERA 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
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.pltcfg9:10:07 AM 7/30/2018
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
A N
S I
SD308
K u
D F
Y 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
A
T E R
E P
A
IR
S
F Y F
O X R
IV
E R
O U
T A
G A
M
IE
C
O U
N T
Y J
U L
Y
H E
A T
H E
R C
A L
A P
P I
B
M E
L B
Y
Z Z
A G
E R
P
IE
R
C
O N
C R
E T
E R
E M
O V
A L
A1
WEST FACE
SCALE: 1/4" = 1' 0 4' 8'2'
N
A5
EAST FACE
SCALE: 1/4" = 1'
N
0 4' 8'2'SD308
D1
SD308
D1
D4SD308
D1
SCALE: 1" = 1'0 4' 8'2'
PLAN - PIER #11
D1
LEGEND
REQUIRED CONCRETE REPAIR
FULL DEMOLITION
TABLE
FULL DEMOLITION: 40.513 CY
QUANTITYTYPE
NOTE: REPAIR HATCHING NOT SHOWN FOR CLARITY
K A
U K
A U
N A C
IT
Y
W I
BASE CONTRACTOPTION 4 BASE CONTRACT OPTION 4
K A
U K
A U
N A D
A M
W
X K -1
-B -0
H
C A
L A
P P I
DETAIL - NOSE PIER #11
CONCRETE SURFACE REPAIR
CONCRETE REPAIR:
F X
K u
D
NOTE: EXISTING WALKWAYS NOT SHOWN FOR CLARITY
218.26 CF
REINSTALLED IN SAME LOCATION ON NEW GATE.
INCLINOMETER TO BE REMOVED FROM GATE PRIOR TO DEMOLITION AND
FOR CLARITY. SEE REFERENCE DRAWING PAGE 3 FOR DETAILS.
EXISTING GATE TO BE REMOVED & DISPOSED OF. GATE NOT SHOWN HERE 3.
TO REFERENCE DRAWINGS: REFERENCES-XD001.PDF PAGES 7, 8, 9 & 10.
ANCHORAGE FOR EXISTING WALKWAYS NOT SHOWN FOR CLARITY. REFER 2.
SEE SHEET S-501 FOR CONCRETE REPAIR DETAILS1.
GENERAL NOTES
D4
SD308
A5
SD301
A5
SD301
A1
SD301
6"
TO BE DISTURBED
EXISTING CONCRETE SPILLWAY NOT
EXISTING HANDRAIL TO BE REMOVED
EXISTING HANDRAIL TO BE REMOVED
TO BE DISTURBED
EXISTING CONDUIT NOT
ANCHORS AS NECESSARY TO REMOVE ANGLE
1'-6" LONG TO BE REMOVED. CUT EXISTING
EXISTING L 4X4X3/8" W/ 3/4" DIA. HEADED STUDS X
8"
8"
NEW GUARDRAIL
BE REMOVED AND REINSTALLED WO
ATTACHED TO EXIST GUARDRAIL TO
EXISTING INCLINOMETER CONDUIT
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.pltcfg9:10:56 AM 7/30/2018
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
A N
S I
SD309
K u
D F
Y 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
A
T E R
E P
A
IR
S
F Y F
O X R
IV
E R
O U
T A
G A
M
IE
C
O U
N T
Y J
U L
Y
H E
A T
H E
R C
A L
A P
P I
B
M E
L B
Y
Z Z
A G
E R
P
IE
R
C
O N
C R
E T
E R
E M
O V
A L
A1
WEST FACE
SCALE: 1/4" = 1' 0 4' 8'2'
N
A5
EAST FACE
SCALE: 1/4" = 1'
N
0 4' 8'2'SD309
D1
0 4' 8'2'
N
SD309
PLAN - PIER #12
SCALE: 1/4" = 1' 0 4' 8'2'
D4SD309
SCALE: 1" = 1'
LEGEND
FULL DEMOLITION
REQUIRED CONCRETE REPAIR
NOTE: REPAIR HATCHING NOT SHOWN FOR CLARITY
TABLE
FULL DEMOLITION:
142.71 CF
QUANTITYTYPE
K A
U K
A U
N A C
IT
Y
W I
BASE CONTRACTOPTION 4 OPTION 4BASE CONTRACT
W
X K -1
-B -0
K A
U K
A U
N A D
A M
H
C A
L A
P P I
DETAIL - NOSE PIER #12
CONCRETE SURFACE REPAIR
SURFACE REPAIR:
F X
K u
D
NOTE: EXISTING WALKWAYS NOT SHOWN FOR CLARITY
32.72 CY
REINSTALLED IN SAME LOCATION ON NEW GATE.
INCLINOMETER TO BE REMOVED FROM GATE PRIOR TO DEMOLITION AND
FOR CLARITY. SEE REFERENCE DRAWING PAGE 3 FOR DETAILS.
EXISTING GATE TO BE REMOVED & DISPOSED OF. GATE NOT SHOWN HERE 3.
TO REFERENCE DRAWINGS: REFERENCES-XD001.PDF PAGES 7, 8, 9 & 10.
ANCHORAGE FOR EXISTING WALKWAYS NOT SHOWN FOR CLARITY. REFER 2.
SEE SHEET S-501 FOR CONCRETE REPAIR DETAILS1.
GENERAL NOTES
D4
SD309
A5
SD301
A5
SD301
A1
SD301
EXISTING WALKWAY SYSTEM
EXISTING STOPLOG RECESS
REQ'D SIDE SEAL PLATE
EXISTING CONCRETE PIER WITH SURFACE REPAIRS
REQ'D SILL PLATE
REQ'D MAINTENANCE PLATFORM
REQ'D TAINTER GATE
REQ'D NEW CONCRETE PIER
REQ'D GATE ARM PLATE
REQ'D GUARD RAIL
REQ'D SAFETY GATE, 30" OPENING WIDTH
REQ'D TRUNNION PIN INSTALLATION
VARIES
N.P TAIL WATER
EXISTING REMOVABLE GRATING
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.pltcfg9:11:45 AM 7/30/2018
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
A N
S I
S-301
K u
D F
Y S -3
.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
A
T E R
E P
A
IR
S
F Y F
O X R
IV
E R
O U
T A
G A
M
IE
C
O U
N T
Y J
U L
Y
H E
A T
H E
R C
A L
A P
P I
B
M E
L B
Y
Z Z
A G
Q U
IR
E D P
IE
R S
E C
T
IO
N
A4
SCALE: 3/8" = 1' 4'0 2' 8'
REQUIRED PIER SECTION: SEAL PLATE LOCATIONS
K A
U K
A U
N A C
IT
Y
W I
W
X K -1
-B -0
H
C A
L A
P P I
F X
K u
D
N.P. HEADWATER
EL. 656.84
EL. 654.01
EL. 642.51
EL. 644.01
EL. 645.51
EL. 662.17
SS101
A1
TRUNNION PIN.
OF NEWLY INSTALLED TRUNNION PIN MATCHES ELEVATION AND LOCATION OF EXISTING
3. GOV'T FURNISHED TRUNNION PIN TO BE INSTALLED SUCH THAT ELEVATION AND LOCATION
2. EXISTING ELECTRIC HOIST EQUIPMENT NOT SHOWN FOR CLARITY.
AND VARIOUS CONTRACT OPTIONS. SEE NOTES ON G-003 FOR CLARIFICATION.
1. THIS SECTION CONSISTS OF PROJECT FEATURES INCLUDED IN THE BASE CONTRACT
NOTE:
S-502
A4
S-502
A1
SC201
A1
SC301
A1
SC302
A1
S-302
A1
SC501
C1
SC504
A4
WITH 12" LEGS
@ TOP OF PIER @ 9" O.C.
REQ'D #8 U-SHAPED BARS
REINFORCEMENT
ANCHORAGE
REQ'D TRUNNION
WITH EPOXY GROUT
CONCRETE AND BEDROCK
#8 BARS 3'-0" INTO
REQ'D DRILL AND GROUT
REQ'D #8 BARS @ 9" O.C. E.W. , E.F.
EXISTING SILL TO REMAIN
REQ'D NOSE PLATE
3'-6"
12'-3" 15'-9"
REQ'D #8 BARS
REQ'D #6 DOWELS
SIDE OF PIER
HYDROPHILIC WATERSTOP EACH
REQ'D NON- METALLIC
AT END PIERS)
PIER. (ONLY ONE SIDE REQUIRED
ANCHORAGE BARS EACH SIDE OF
REQ'D (5) #8 TRUNNION
O.C. WITH 12" LEGS
DOWNSTREAM FACE OF PIER @9"
REQ'D #8 U-SHAPED BARS AT
TOP OF PIER
8'-0"
AT END PIERS)
PIER. (ONLY ONE SIDE REQUIRED
ANCHORAGE BARS EACH SIDE OF
REQ'D (5) #8 TRUNNION
DEMOLITION
PLATE IN VICINITY OF
REMOVE EXISTING NOSE
6"
S
P A
REQ'D GRAB BAR
REQ'D CONC PIER
PIERS 4, 6, 8, 10 & 12
REQ'D LADDER RUNGS AT
1'-6"
1'-2"
STEEL ROD
REQ'D 1" DIA
PIER CONCRETE REPAIR AREAS
SEE SHEETS SD301 - SD309 FOR
REQ'D GUARD RAIL
PIER CONCRETE REPAIR AREAS
SEE SHEETS SD301 - SD309 FOR
REQ'D CONC PIER
EXISTING CONC PIER
PIERS 4, 6, 8, 10 & 12
REQ'D LADDER RUNGS AT
SUPPLIED BY GOV'T
INSTALLATION, TRUNNION PIN
REQ'D 7" TRUNNION PIN
REQ'D NOSE PLATE
OPEN OVER PIER
REQ'D SAFTEY GATE TO
"2 111"2
111"2 111"2
111"2
CONCRETE WITH EPOXY GROUT.
AND GROUT 1'-6" INTO EXISTING
DOWELS @ 2'-0" O.C. BY 3'-0
REQ'D (3) VERTICAL ROWS OF #6
REQ'D CONC PIER
REQ'D #6 BARS
2"
6"
@ 6" O.C.
REQ'D #4 BARS
8"
"2 14'-9
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US Army Corps
U .S
A R
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O J E
C T N
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IL
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S I
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IR
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N.P. TAIL WATER VARIES
A1 0 4' 8'2'
CL TRUNNION PIN
CL PIER
E1S-302
A1 REQ'D GATED SLUICEWAY PIER REPAIRS
SCALE: 3/8" = 1'-0"
TYPICAL SECTION: GATED SLUICEWAY PIER REPAIR
SCALE: 1/4" = 1'-0" SCALE:
A6S-302
A1
2. REQ'D TO SPACE TRUNNION ANCHORAGE BARS 3" MINIMUM CLEARANCE BETWEEN BARS.
1.REQ'D TRUNNION ANCHORAGE REINFORCING SHALL HAVE 3" MAX. 2" MIN CLEARANCE FROM TRUNNION PIN.
NOTE:
VARIES
WATER
N.P. TAIL
A8
SCALE:
C8
SCALE:
CL RUNG CL RUNG
CL RUNG
SECTION: LADDER RUNGDETAIL: TRUNNION REINFORCEMENT
S-302
A1
K A
U K
A U
N A C
IT
Y
W I
H
C A
L A
P P I
CL REINFORCING
F X
K u
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LADDER RUNG & GRAB BAR
SS101
A1
SEE NOTES ON G-003 FOR BASE AND OPTION WORK DESCRIPTIONS.5.
EXISTING ELECTRIC HOIST EQUIPMENT NOT SHOWN FOR CLARITY.4.
IMPACT HAMMERS TO A DEPTH 2" LESS THAN SHOWN ON DRAWINGS.
CONCRETE IS REQ'D TO BE REMOVED USING ELECTRIC OR PNEUMATIC 3.
SECTION 02 41 00.
LIMITS UNLESS OTHERWISE NOTED. SEE SPEC
REQ'D TO PROVIDE TWO INCH SAW CUT AT PERIMETER OF DEMOLITION 2.
COFFERDAM REQUIREMENTS.
EXCEED 658.40 (IGLD 85). SEE SPEC SECTION 01 35 13 FOR ADDITIONAL
WATER LEVEL AT THE TOE OF THE SPILLWAY SHALL NOT
MINIMUM UPSTREAM COFFERDAM ELEVATION SHALL BE 664.7 (IGLD 85). THE
DOWNSTREAM AS NECESSARY TO ACCOMMODATE WORK IN THE DRY. THE
CONTRACTOR SHALL PROVIDE LOCAL COFFERDAMS AT PIER NOSES AND 1.
GENERAL NOTES
GRAB BAR
RUNG
E6
SCALE: 1/2" = 1' 0 2' 4'1'
DETAIL: REQ'D STAIRS STEP REINFORCEMENT
E8
SCALE: 3/4" = 1' 2'0 1' 4'
REQUIREMENTS
2. REFER TO SPEC SECTION 03 20 01.00 10 FOR EPOXY GROUT
1. LADDER RUNGS AND GRAB BAR NOT SHOWN FOR CLARITY
NOTE:
COVER
C O
V E
R
S-302
E1
S-302
E1
S-501
E5
S-302
A6
S-302
C8
E6
SOUND CONCRETE
NEW CONCRETE
#5" DOWEL
FASTEN WWF TO DOWELS WITH ANNEALED IRON WIRE
FORMED SURFACE
1" COVER
APPLY EPOXY BONDING COMPOUND
NEW OR EXISTING REINFORCEMENT
3" MIN
SOUND CONCRETE
FORMED SURFACE
REQ'D CONCRETE
CONCRETE
PRIOR TO PLACING REQ'D
AND DELETERIOUS MATERIAL
REQ'D TO REMOVE ALL LOOSE
REQ'D 1" SAWCUT AT EDGE OF REPAIR (TYP)
WITH EPOXY GROUT.
GROUT 1'-3" INTO EXISITNG CONCRETE
HOOK. SPACE @ 3'-0" O.C. E.W. DRILL AND
REQ'D #5 DOWELS WITH STD. 90 DEGREE
C L P
IE
R
2" MIN COVER 2" MIN COVER
REQ'D #5 BARS @ 12" O.C. E.W
ALL AROUND WELD BACK OF ANGLE TO BE FLUSH WITH CONC.
CONC ANCHOR @ 12" C/C. ANCHORS TO BE ATTACHED TO ANGLE WITH
REQ'D 4"X4" X 3/8" , FULL LENGTH OF PIER W/ 3/4" DIA X 6" LONG HEADED
WITH EPOXY GROUT.
GROUT 1'-3" INTO EXISITNG CONCRETE
HOOK. SPACE @ 3'-0" O.C. E.W. DRILL AND
REQ'D #5 DOWELS WITH STD. 90 DEGREE
REQ'D CONC
S O
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US Army Corps
U .S
A R
M Y C
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O J E
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U M
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S
TYPICAL DOWEL DETAIL
SCALE: N/S
LEGEND
REMOVE DETERIORATED CONCRETE
W
X K -1
-B -0
H
C A
L A
P P I
B4
CONCRETE SURFACE REPAIR
SCALE: N/S
E5
SCALE: 3" = 1'
TYPICAL NOSE DETAIL
S-302
E1
F X
K u
NOTE: ENSURE DOWELS ARE EMBEDDED SUCH THAT THEY WILL NOT INTERFERE WITH CONC ANCHORS
3" 6" 3"
1'-0"
PLATE 3/4" X 6" SS
WELDED AND GROUND SMOOTH
GROUT HAS SET AND HOLES PLUG
NUT TO BE REMOVED AFTER
EXISTING FACE OF CONC. PIER
REQ'D DOUBLE NUT
REQ'D 3/4" X 1'-0" SS ROD
EXISTING CONC SILL
EXISTING #3 BARS @ 2'-0" C/C
EXISTING #8 BARS @ 1'-3" C/C
EXISTING C8X16.25
2"
REQ'D S.S. PLATE 1" X 18" X 20'-0"
FINAL ADJ OF SEAL PLATE
CEMENT GROUT AFTER
BACKFILL TRENCH W/
R 1" R 0.28125"
R 0.28125"
R 0.5" 0 .8
0.75"1.21875"
"4
1"
"16
R 0.5"
"8
R 0.25"
R 0.25"
R 1"
RUBBER SEAL 5254 OR EQUAL
SEALS UNLIMITED NATURAL
PLATE
REQ'D 3 1/4" X 3/8" CLAMP
REQ'D 1/2" DIA BOLT
EXISTING 3/8" SKIN PLATE
EXISTING PIER FACE
CENTER OF SILL PLATE TO MATCH GATE BOTTOM
MANUFACTURERS RECOMMENDATION
BOLT SIZE AND SPACING TO BE PER
PLATE 1/2" X 2 1/4" SEAL PLATE ATTACHMENT
2"
"2
2"
7/8" BOLTS
PLATE STRAP HELD BY 1/2" X 1
RUBBER BELTING 6" WIDE. 6
STRAP TO HOLD FLASHING OF
3 1/2" X 3/8" X 14'-3" PLATE
4.75"
TO HAVE 1/4" PRESET
RUBBER SEAL 6404 OR EQUAL.
SEALS UNLIMITED NATURAL
EXISTING PIER FACE
"2
EXISTING W8X18 OR C8X11.5
J-BULB IF OPTION 3 AWARDED
TO BE CENTERED ABOUT
EMBEDDED SIDE SEAL PLATES
3"
REQ'D 3/4" DIA S.S. EPOXY ANCHORS
11"
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O J E
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NOTE:
SIDE SEAL PLATE
SCALE: 3" = 1"
A4 SILL PLATE SEAL
SCALE: 3" = 1" 6"0 3" 1'6"0 3" 1'
G
TYP
S-502
C4
SCALE: 1" = 1"
C1 0 1" 2"1/2"
SIDE SEAL: MOLD NO. 6404
C4 6"0 3" 1'SCALE: 3" = 1'M-201
F1
0 1" 2"1/2"
SIDE SEAL: MOLD NO. 5254
SCALE: 1" = 1"S-502
E4
E1
SIDE SEAL CONNECTION
KAUKAUNA DAMKAUKAUNA DAM
A.U. & L. K. DAM
CL EXISTING BOLT HOLE
CLEARANCE
A. U. & L. K. DAM
E4X-###
X#
SCALE: N/A
SIDE SEAL CONNECTION
K A
U K
A U
N A C
IT
Y
W I
SCALE: 3" = 1' 6"0 3" 1'D7
SIDE SEAL ELEVATION
WORK.
SEE GENERAL NOTES ON SHEET G-003 AND SHEET S-301 FOR BASE & OPTION 1.
GENERAL NOTES
W
X K -1
-B -0
H
C A
L A
P P I
F X
K u
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EXISTING A. U. & L.K.
SEE SPEC SECTION 05 50 13.
1. LEVELLING GROUT TO BE PLACED PRIOR TO PLACEMENT OF SILL.
25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0"
205'-0"
20'-0"5'-0" 5'-0" 20'-0" 5'-0" 20'-0" 5'-0" 20'-0" 5'-0" 20'-0" 5'-0" 20'-0" 20'-0"5'-0" 20'-0"5'-0" 5'-0"
REQ'D TAINTER GATE
REQ'D SILL PLATE REQ'D REINF CONC REPAIRS
DEMO & REPLACEMENT
REQ'D REINF CONC
INSTALLATION
REQ'D TRUNNION PIN
S O
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U .S
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O J E
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F L
O W
A1
SCALE: 1/8" = 1' 0 8'4' 16'
N
REQUIRED SLUICE WAY - PIER 4 THRU PIER 12
H
C A
L A
P P I
F X
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P
IE
R
GATE #1 GATE #2 GATE #3 GATE #4 GATE #5 GATE #6 GATE #7 GATE #8
NOTE: EXISTING HOIST BRIDGE & OPERATOR'S BRIDGE NOT SHOWN FOR CLARITY
A4
S-301
A4
S-301
A1
S-302
WT 8X22.5
W 21X44
W 21X68
W 21X44
19'-11"
7" 1'-2" "2 11'-2 7"1'-2""2
11'-22'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"
7" 7"1'-2""2 11'-22'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0""2
11'-21'-2"
7/16" SKIN PLATE
SIDE SEAL
WT 8X22.5 (TYP)
FACE OF CONC PIER
AFTER GATE IS IN FINAL POSITION
REMOVE PLATE & REPLACE BOLTS
REQ'D TEMPORARY LIFTING LUG.
REQ'D GATE ARM
REQ'D BENT PLATE
REQ'D GIRDER
REQ'D LIFTING LUGREQ'D LIFTING LUG
"16 115'-11"16
115'-11
"2 1"2
19'-11"
19'-5"
"2 13 "2
3'-0"3'-0"
S O
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SCALE: 3/4" = 1' 2'0 1' 4'SC201
A1
A1
ELEVATION
SCALE: 3/4" = 1' 2'0 1' 4'S-301
A4
SECTION
OUTSIDE OF STEEL
K A
U K
A U
N A C
IT
Y
W I
T A
IN
T E
R G
A T
E A
R M E
L E
V A
T
IO
N
H
C A
L A
P P I
OUTSIDE OF STEEL
3/16
F X
K u
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NOTE: SIDE SEAL & PERMANENT BOTTOM LIFTING LUGS NOT SHOWN FOR CLARITY
EDGE OF SKIN PLATE
FACE OF CONC PIER TO
EDGE OF SKIN PLATE
FACE OF CONC PIER TO
EDGE OF GIRDER
MT 100%
1/16" RADIUS PRIOR TO PAINTING.
BREAK ALL SQUARE EDGES & HOLES OTHER THAN BOLT HOLES & GRIND TO 3.
VARIOUS CONTRACT OPTIONS. SEE NOTES ON G-003 FOR CLARIFICATION.
WORK SHOWN ON THIS SHEET IS INCLUDED IN THE BASE CONTRACT AND 2.
EVERYTHING IS REQ'D UNLESS NOTED OTHERWISE.1.
GENERAL NOTES
S-502
C4
SC301
A1
SC503
D4
SC503
D7
SC503
D4
SC201
F1
SC503
F7
WP
WP
WP
WP
WP
REQ'D L 8" X 8" X 3/4"
REQ'D W 21X44
REQ'D W 21X68
REQ'D WT 8X38.5
REQ'D L 8" X 8" X 3/4"
REQ'D W 21X44
REQ'D 3/8" STIFFENER GUSSET PLATES
REQ'D WT 8X22.5 RIB
REQ'D 7/16" SKIN PLATE
REQ'D GUSSET PLATE
HOUSEING AND GATE ARM PLATE
REQ'D GATE ARM BEARING
REQ'D GATE ARM PLATE
REQ'D 1 1/8" DIA F3125 BOLTS
NECESSARY AT GATE ARM PLATE
REQ'D WT8X38.5 CUT WEB AS
"8 56'-1
"16
14'-8
"8 55'-5
4'-8"
"16
5'-6
.1
.1
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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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V a l g i n e e r i
O J E
C T N
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F
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D E
T R
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D
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A
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F Y F
O X R
IV
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O U
T A
G A
M
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C
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N T
Y J
U L
Y
H E
A T
H E
R C
A L
A P
P I
B
M E
L B
Y
Z Z
A G
E R
T A
IN
T E
R G
A T
E A
R M S
E C
T
IO
SCALE: 1" = 1' 0 1' 2'6"SC201
A1 SECTION: END FRAME
C L T
R U
N N
IO
N P
IN
N E
U T
R A
L A
X
IS
L
X
X /4
C L T
R U
N N
IO
N P
IN
REQ'D L 3 1/2" X 3 1/2" X 3/8"
R E
Q 'D L /2 " X /2 " X /8
REQ'D L 3 1/2" X 3 1/2" X 3/8"
R
EQ
'D L /2 " X /2 " X /8
R E
Q 'D L /2
X /2
X /8
REQ'
D
L 1/ 2" X /2 " X /8
K A
U K
A U
N A C
IT
Y
W I
BRACINGLINE OF SYMMETRY FOR
3. ALL BOLTS ARE ASTM F3125 A325, TYPE 3 STRUCTURAL BOLTS.
2. ALL STRUCTURAL STEEL IS ASTM A572 GR. 50.
1. WIRE ROPE CONNECTION & WORK PLATFORM NOT SHOWN FOR CLARITY. SEE DETAIL A1 SHEET SC302
NOTE:
H
C A
L A
P P I
F X
K u
D
FABRICATION OF GATES.
CONTRACTOR TO FIELD VERIFY EXISTING PIER DIMENSIONS PRIOR TO 3.
ASSEMBLED GATES.
FABRICATOR TO VERIFY AND PROVIDE FINAL WEIGHT OF COMPLETED, 2.
VARIOUS CONTRACT OPTIONS. SEE NOTES ON G-003 FOR CLARIFICATION.
WORK SHOWN ON THIS SHEET IS INCLUDED IN THE BASE CONTRACT AND 1.
GENERAL NOTES
SC502
A4
SC502
D1
SC502
F4
SC502
F1
SC503
F1
SC503
A1
SC502
D4
SC502
A1
SC503
F4
SC503
D1
SC502
A7
SC503
A4
SC501
F1
SC501
A8
SC501
C1
40 TYP
REQ'D HANDRAIL PIPE 1 1/2" SCH
SUPPORT PLATE 8" X 8'-2" X 1/2"
FACE OF PIER FACE OF PIER
GATE ARM
REQ'D 5 11/16" X 5 13/16" X 19'-2"
REQ'D 5 13/16" X 7 7/16" X 19'-2" X
40 TYP
REQ'D HANDRAIL PIPE 1 1/2" SCH
GALVANIZED W/CLIPS
X 19'-0", 19-W-4 SERRATED
REQ'D PLATFORM GRATING, 5'-5 1/4"
REQ'D BENT PLATE
REQ'D SKIN PLATE
REQ'D GRATING1/2" BENT PLATE
REQ'D 5 11/16" X 5 7/8" X 19'-2" X
PLATE AT TOP GATE ARM
1/2" BENT PLATE. ALIGN W/ BENT
REQ'D 5 13/16" X 7 7/16" X 19'-2" X
BENT PLATE
REQ'D 6" X 6" X 19'-4" x 1/2"
PLATFORM TO MATCH EXIST
GALVANIZED W/CLIPS. ANGLE OF
X 19'-0", 19-W-4 SERRATED
REQ'D PLATFORM GRATING, 5'-5 1/4"
APPROX 7'-0" FIELD LOCATE
REQ'D (2) - 3/4" DIA BOLTS
REQ'D (2) - 3/4" DIA BOLTS
REQ'D HANDRAIL PIPE
SUPPORT PLATE
SUPPORT PLATE
REQ'D (2) - 3/4" DIA BOLTS
REQ'D GATE ARM
REQ'D GATE ARM
"16
3'-11
"8
3" 9'-7" 9'-7" 3"
6" 6"
3"
"8
1"
6"
A P P
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X '-0
S O
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SHEET ID
®of Engineers
US Army Corps
U .S
A R
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N
0 1' 2'6"
K A
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M A
IN
T E
N A
N C
E P
L A
T F
O R
M
A1 A5
SCALE:
PLATFORM ELEVATION
F5
D5
SC302
A1
SC302
A1
2'0 1' 4'
6"0 3" 1' 6"0 3" 1'
6"0 3" 1'
3/16
3/16
1. SKIN PLATE AND RIB CONNECTIONS, NOT SHOWN FOR CLARITY
NOTE:
SC302
A1
SC302
A1
NORTH CONNECTION SOUTH CONNECTION
SKIN CONNECTION
SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"SCALE: 3"=1'-0"
MAINTENANCE PLATFORM SECTION
SCALE: 1"=1'-0"
1. MAINTENANCE LADDER NOT SHOWN FOR CLARITY
NOTE:
W
X K -1
-B -0
H
C A
L A
P P I
1/4
F X
K u
D
VARIOUS CONTRACT OPTIONS. SEE NOTES ON G-003 FOR CLARIFICATION.
WORK SHOWN ON THIS SHEET IS INCLUDED IN THE BASE CONTRACT AND 1.
GENERAL NOTES
SC302
F5
SC302
A5
SC302
F7
SC302
SUPPORT PLATE 8" X 8'-2" X 1/2"
FACE OF PIER
2'-0" 1'-0"
3" 1'-6" 6"
REQ'D BAR 2 1/2" X 3/8"
REQ'D 3/4" DIA BAR
PLATES
SUPPORT BENT
REQ'D GRATING
GRATING
19-W-14 GALV STL
REQ'D GRATING 1"
1'-6" 6" 1'-0"
3"
GRATING
19-W-14 GALV STL
REQ'D GRATING 1"
FACE OF PIER
GATE ARM
3"
REQ'D 3/4" DIA BAR
REQ'D BAR 2 1/2" X 3/8"
BENT PLATE
STEP 01
STEP 02
STEP 03
STEP 04
STEP 05
PIER
SECTION OF
LOWER
PIER
SECTION OF
TOP
"2
"2
"2
"4
"4
REQ'D LADDER
"8
"6
PIER
SECTION OF
LOWER
STEP 01
STEP 02
STEP 03STEP 04
STEP 05
PIER
SECTION OF
TOP
3"
3"
3"
3"
REQ'D BENT PLATE 3/8" X 3" X 7 1/2"
REQ'D BENT PLATE 3/8" X 3" X 7 1/2"
GATE ARM
GATE ARM
1/2" BENT PLATE
REQ'D 5 13/16" X 7 7/16" X 19'-2" X
1/2" BENT PLATE
REQ'D 5 11/16" X 5 7/8" X 19'-2" X
X 3/8" X 7 1/2" X 3" (TYP)
REQ'D BENT PLATE 3/8"
7 1/2" X 3" (TYP)
PLATE 3/8" X 3/8" X
REQ'D BENT
3"
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SHEET ID
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US Army Corps
U .S
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0 1' 2'6"
K A
U K
A U
N A C
IT
Y
W I
F5
2'0 1' 4'
6"0 3" 1' 6"0 3" 1'
1. SKIN PLATE AND RIB CONNECTIONS, NOT SHOWN FOR CLARITY
NOTE:
SC303
A1NORTH CONNECTION SOUTH CONNECTION
SCALE: 3" = 1'-0"SCALE: 3"=1'-0"
SCALE: 1"=1'-0"
M A
IN
T E
N A
N C
E P
L A
T F
O R
M L
A D
D E
A9
SCALE: 3/4"=1'-0"
MAINTENANCE LADDER SECTION
2'0 1' 4'A7SC303
A9
SCALE: 3/4"=1'-0"
MAINTENANCE LADDER PLANVIEW
6"0 3" 1'SCALE: 3"=1'-0"
GRATING PLATFORM SUPPORT
H
C A
L A
P P I
1/4
TYP
1/4
TYP
1/4
TYP
LADDER
F X
K u
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VARIOUS CONTRACT OPTIONS. SEE NOTES ON G-003 FOR CLARIFICATION.
WORK SHOWN ON THIS SHEET IS INCLUDED IN THE BASE CONTRACT AND 1.
GENERAL NOTES
SC303
F5
SC303
A5
SC303
F7
SC303
D5
A7
"4 19"2
15'-1"4
.9
1'-3"
"4
-.010
+ .000
0.125" RADIUS
STUD (4 TOTAL)
STEEL HEADED
LONG STAINLESS
5/8" DIA BY 4"
REQ'D CONCRETE PIER
CAST TRUNNION PIN IN
19" DIA
R. 7 3/8"
R. 7 3/8"
SLOTTED HOLES (TYP)
SPACING TO MATCH EXISTING
3 3/16 " X 1 3/16 " ALIGNMENT &
.5
7/8" PLATE
1'-6
"4
"8
"21
1'-
"4
"8
"21
6"
REQ'D INNER RING
REQ'D OUTER RING
19" DIA
18" DIA
BEARING PRESS FIT
PLAIN SPHERICAL BEARING.
12.5" DIA BORE HOLE FOR
1'-6"
"2 11'-
"2
"2
"2
6'-0"
"2
3'-11
"81
3'-4
"21
REQ'D 7/8 " PLATE
REQ'D 7/8" PLATE
REQ'D 7/8 " THICK STIFFENER
GOV'T FURNISHED TRUNNION PIN
REQ'D INSTALLATION OF
1/8" BOTH ENDS
CHAMFER EDGE 1/6" X
ANCHOR PIN
REQ'D 1/2" DIA
CONTRACTOR
ANCHOR PIN SUPPLIED BY
TRUNNION PIN FOR 1/2' DIA
9/16" DIA. HOLE THROUGH
ARM PLATE
REQ'D GATE
"81
3'-4
.3
"8
'-5
.7
"2
1'-2
"2
3'-11
"2
2'-3
"2
4"
5"
1'-3
"8
"8 71 4"4"4"4"4"
1'-8"
REQ'D L 8" X 8" X 3/4"
2"
"2 12'-3
"4 32 "4
32 "4 32 "4 32 "4
32 "4 32"4
32"4 32 "4
32"4 32"4
32 "4
REQ'D L 8" X 8" X 3/4"
REQ'D 1 3/16" DIA HOLESREQ'D 1 3/16" DIA HOLES
2"
10 SPA @
2 3/4" = 2'-3 1/2"
"4
"87
5 S
PA @
4" = 1 '-8"
2'-2
"4
'-6
2'-11"
90.36°
.8
.9 9°
.3
4 REQ'D
REQ'D 7/8 " THICK STIFFENER
HAS BEEN ASSEMBLED
HOUSING
GATE ARM BEARING
TO BE BORED AFTER
1'-1/2"
BEARING ASSEMBLY
MANUFACTURER WITH
BY BEARING
BOLTS TO BE PROVIDED
BUSHING
REQ'D FLANGED
.0
"2
"4
(TYP)
REQ'D 1 3/16" DIA HOLES
HOLES (TYP)
REQ'D 1 3/16" DIA
EXISTING GOV'T FURNISHED TRUNNION PIN
BEARING IAW SPEC SECTION 05 50 13, TO FIT
REQ'D SELF LUBRICATING PLAIN SPHERICAL
"4
'-1 " "2
11'-
1'-6" "8
"2 11'-
1'-7"
REQ'D 1 3/16" DIA HOLES (TYP)
REQ'D 3/8" THICK PL
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
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P S O
F E
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