W912P6-19-B-0021-114419-CHICAGO_LOCK_CHAMBER_WALL_REPAIR-PLANS.pdf
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- Attached to
- Chicago Harbor Lock Chamber Wall All Resurfacing Project, Chicago Harbor Lock, Chicago, IL
- Solicitation number
- W912P619B0021
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PROJECT AREA
PROJECT AREA
ACCESS ROUTE
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US Army Corps
SHEET INDEX
NN NN
LOCATION MAP VICINITY MAP
(N.T.S.) (N.T.S.)
PROJECT MANAGER
CHIEF, DESIGN BRANCH
DATE
DATEDATE
ALL DRAWINGS IN THIS SET.
INDICATE OFFICIAL RECOMMENDATION OF
REQUIRED BY ER 1110-1-8152. SIGNATURES
THE SCOPE OF THEIR EMPLOYMENT AS
ON THESE PROJECT DOCUMENTS WITHIN
TION DESIGNATIONS OF INDIVIDUALS APPEAR
INITIALS OR SIGNATURES AND REGISTRA-
CHICAGO DISTRICT CORPS OF ENGINEERS. THE
THIS PROJECT WAS DESIGNED BY THE
DRAWINGS CONTAINED IN THE SHEET INDEX.
RECOMMENDATION AND APPROVAL FOR ALL
SIGNATURE AFFIXED BELOW INDICATE OFFICAL
REVIEWED BY:
APPROVED BY:
APPROVAL RECOMMENDED BY:
ATR TEAM LEADER
of Engineers
US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
CHICAGO DISTRICT
CHICAGO, ILLINOIS
CHAMBER WALL REPAIR
CHICAGO LOCK
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SHEET SHEET TITLE
NUMBER REFERENCE
W912P6-19-C-00XX
W912P6-19-B-0021
W P -1
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1. G-001 LOCATION, VICINITY MAP AND SHEET INDEX
2. G-002 LEGEND, ABBREVIATIONS AND SYMBOLS
3. V-001 SURVEY CONTROL AND BENCHMARKS
4. C-001
5. C-002 SITE PLAN - WORK LIMITS
6. C-003 SITE PLAN - WORK LIMITS
7.
S-101 LOCK CHAMBER WALL PLAN
8.
S-102
9.
S-103
10.
S-501 TYPICAL LOCK WALL REHABILITATION DETAIL
11.
S-502 STEEL ARMOR PANEL DETAILS
12.
13.
14.
15.
16.
17.
18.
LOCK WALL LADDER DETAIL
19.
SD-101 LOCK CHAMBER WALL DEMOLITION PLAN
20.
SD-301
21.
SD-501 EXISTING LOCK WALL DEMOLITION CROSS SECTION
22.
S-504
S-505 JOINT DETAILS
R-101
R-102
R-103
R-104
R-105
R-106
R-107
REFERENCE DRAWING
REFERENCE DRAWING
REFERENCE DRAWING
REFERENCE DRAWING
REFERENCE DRAWING
REFERENCE DRAWING
REFERENCE DRAWING
S-104
S-105
23.
24.
25.
26.
EXISTING UTILITIES AND ACCESS ROUTE
S-901 CONSTRUCTION SEQUENCE - 3D REPRESENTATION
27.
OVERALL LOCK CHAMBER DEMOLITION CROSS SECTION
S-503
STEEL PANEL HOOK DETAIL
AUGUST 2019
A U
G U
S T
CERTIFIED FINAL DOCUMENTS - RTA
CERTIFIED FINAL DOCUMENTS - RTA
08-09-19BRENT ANDERSON JOHN GROBOSKI
MIKE NGUYEN
08-13-19
08-13-19
NORTH WALL PLAN AND ELEVATION VIEW 1
NORTH WALL PLAN AND ELEVATION VIEW 2
SOUTH WALL PLAN AND ELEVATION VIEW 1
SOUTH WALL PLAN AND ELEVATION VIEW 2
DIRECTION OF CUT
DETAIL IS SHOWN
SHEET WHERE
SECTION IS SHOWN
SHEET WHERE
OF DETAIL
GRID LETTER/NUMBER
SECTION
GRID LETTER/NUMBER OF
GRID LETTER/NUMBER
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LEGEND
STORM MANHOLE
WATER MANHOLE
FENCE
WORK LIMITS
STANDARD ABBREVIATIONS
MONITORING WELL
WATER VALVE VAULT
FIRE HYDRANT
CATCH BASIN
WATER LEVEL
ELECTRIC HANDHOLE
GUY WIRE
WORK POINTWP
WORK LIMITWL
WELL POINTSWLP
VERTICALV
VERIFY IN FIELDVIF
TYPICALTYP.
STEEL SHEET PILESSP
REINFORCED CONCRETE PIPERCP
PIPE SLOPES
OCEAN SURVEYS, INC.OSI
NOT TO SCALENTS
NORTH AMERICAN VERTICAL DATUMNAVD
NATURAL WATER LINENWL
NATIONAL GEODETIC VERTICAL DATUMNGVD
MONITORING WELLMW
MINIMUMMIN
MANHOLEMH
LOCAL CONTROL PANELLCP
ILLINOIS DEPARTMENT OF TRANSPORTATIONIDOT
HORIZONTALH
HIGH WATER ELEVATIONHWL
GRATED MANHOLEG.M.H.
GRATE DRAING.D.
GRADE AT FOUNDATIONGF
FIRE HYDRANTFH
FINISH FLOORFF
EXTRACTION WELLEN
EXPANSION JOINTEJ
ELEVATIONELEV
ELECTRICAL MAN HOLEEMH
ELECTRICAL HAND HOLEEHH
DUCTILE IRON PIPED.I.P.
DIGITAL TERRAIN MODELDTM
DIAMETER AT BREAST HEIGHTDBH
DIAMETERDIA.
CORRUGATED METAL PIPECMP
CORPS OF ENGINEERSCOE
CONTRACTING OFFICER'S REPRESENTATIVECOR
CONSTRUCTION JOINTCJ
CENTERLINECL
CATCH BASINCB
ARMY CORPS OF ENGINEERSACOE
TREE
TELEPHONE LINE
LINE STYLES
SYMBOLS
WATER DOMESTIC MAIN
STORM DRAIN
EDGE OF WATER
-10 DESIGN CONTOUR
EXISTING CONTOUR-11
H
W
ELECTRICAL MANHOLE UTILITY POLE
CB
CATCH BASIN ROUND
X-###
X#
DETAIL INDICATOR
X-###
X#
X# SCALE:
DRAWING AREA TITLE
TRIANGULATION POINT
SECTION INICATOR
D
W
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MW
CB
W.L. AT '( )
ELECTRICAL PRIMARY
ELECTRICAL SECONDARY
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DRAWING AREA TITLE INDICATOR
GAS LINE
CONDUITS
ACCESS ROAD
CONCRETE
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GENERAL NOTES
SANITARY FORCE MAIN
WATER MAIN
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X
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TELECOMFIBER OPTIC
MISC (AS NOTED)
LIGHT FIXTURE
WATER (PUBLIC MAIN)
R A
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PANELS ON THE PARKING LOT.
10. ALL THE WORK SHALL BE COMPLETED ASSUMING ONLY MARINE ACCESS EXCEPT UNLOADING THE
REQUIREMENTS MANUAL EM 385-1-1.
9. ALL WORK MUST BE IN ACCORDANCE WITH CORPS OF ENGINEERS SAFETY AND HEALTH
PRE-CONSTRUCTION CONDITION OR AS SPECIFIED IN THE PLANS AND SPECIFICATION.
8. ALL AREAS AND FACILITIES DISTURBED DUE TO CONSTRUCTION WORK MUST BE RESTORED TO
BECOME APPARENT, THE COR MUST BE NOTIFIED PRIOR TO TART OF WORK.
7. THE CONTRACTOR MUST VERIFY ALL ELEVATIONS SHOWN ON THE DRAWINGS. IF DISCREPANCIES
ADDITIONAL COST TO THE GOVERNMENT.
LIMITS. UTILITIES DAMAGED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT NO
6. THE CONTRACTOR MUST BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES WITHIN THE WORK
DISCREPANCIES TO THE COR.
BY THE CONTRACTOR IN THE FIELD. THE CONTRACTOR MUST IMMEDIATELY REPORT ANY
5. UTILITIES AND SITE FEATURES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND MUST BE VERIFIED
PRIOR TO PERFORMING ANY EXCAVATION.
4. THE CONTRACTOR MUST CALL J.U.L.I.E AND DIGGER AT 811 TO LOCATE UNDERGROUND UTILITIES
OF CONSTRUCTION AND MUST COMPARE THE SITE CONDITIONS AS INDICATED ON THE DRAWINGS.
3. THE CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL SITE CONDITIONS PRIOR TO COMMENCEMENT
RECOMMENDATIONS AND AS APPROVED BY THE GOVERNMENT.
2. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS
1. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE SPECIFIED WORK LIMITS.
A U
G U
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CERTIFIED FINAL DOCUMENTS - RTA
LOCK PARKING LOT
CHICAGO HARBOR
GATE
WEST SECTOR
CONTROL HOUSE
CHICAGO LOCK
GATE
EAST SECTOR
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F
IL
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NAVD88
IL EAST NAD83 STATEPLANE COORDINATES
BRASS DISK
BRASS DISK
BRASS DISK
HORIZONTAL & VERTICAL CONTROL POINTS
POINT
NORTHING (Y) EASTING (X)
DESCRIPTION
ELEV.
C-7 1,903,091.14 1,181,013.77 588.024
MSD-1 1,903,092.51 1,181,777.02 587.659
N PIER 1953 1,903,088.56 1,181,339.68 587.862
GENERAL NOTES
NAVY PIER
ILLINOIS STREET
L A
K E S
H O
R E D
R
IV
E
C-7 N PIER 1953 MSD-1
100 0 100 200
SCALE IN FEET
5. CONVERSION FROM NAVD88-579.03 = CCD
TO NGS PIDS M33251, ME1961, AND AJ2806.
4. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE REFERENCED
VERTICAL DATUM OF 1988 (NAVD88) U.S. FEET.
3. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN
OF 1983 (NAD83) U.S. FEET.
PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM
2. ALL COORDINATES SHOWN ARE REFERENCED TO THE ILLINOIS STATE
TIME OF BIDDING, AND INCLUDE COST ACCORDINGLY IN THE BID.
NECESSARY ACTIONS TO ASSESS THE EXISTING CONDITIONS AT THE
DIFFER FROM THOSE SHOWN. THE CONTRACTOR SHALL TAKE ALL
TIME. EXISTING CONDITIONS DURING CONSTRUCTION MAY VARY AND
CHICAGO DISTRICT AND REPRESENTS CONDITIONS EXISTING AT THAT
2015 SURVEY PERFORMED BY US ARMY CORPS OF ENGINEERS,
1. THE CONTROL POINTS SHOWN ON THIS SHEET ARE FROM AN JUNE
GRAND AVE.
V-001
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CERTIFIED FINAL DOCUMENTS - RTA
FH
SCC
RIPRAP
TP
TP
FH
SCC
RIPRAP
TP
TP
RPZ
ABOVE
GRADE
RPZ
METER
VAULT
WORK LIMITS
BUILDING OFF LIMITS
MWRD CONTROL
ACCESS ROUTE TO PARKING LOT
GATE
ACCESS
ACCESS LOCATION
RIVER SIDE
BARGE MOORING AREA
250'
NORTH PIER TUNNEL
NORTH PIER TUNNEL
WL01
FH
SCC
TP
GENERAL NOTES
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E N
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A1
SCALE: 1" = 40'
N
40' 80'0
SITE PLAN
CHICAGO RIVER
C-001
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W P -1
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A S
A L L E S
T S
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LAKE MICHIGAN
D A
V E S
C H
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ACCESS ROUTE
LEGEND
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CERTIFIED FINAL DOCUMENTS - RTA
5. FINAL LOCATION FOR MOORING AREA TO BE COORDINATED WITH COR.
THE LOCK WALLS DUE TO RECONSTRUCTION OF THE NORTH PIER TUNNEL.
CONTRACTOR MAY BE REQUIRED TO UTILIZE ONLY A MARINE PLANT FOR ACCESS TO
REQUIRE COORDINATION WITH THE NORTH PIER TUNNEL CONTRACTOR. THE
OF THE NORTH PIER TUNNEL. ANY ACCESS ACROSS THE NORTH PIER TUNNEL WILL
LOCK WALLS OVER THE NORTH PIER TUNNEL WILL BE LIMITED DUE TO REHABILITATION
OF THE NORTH PIER TUNNEL EXISTING RIVERSIDE SHEET PILE WALL. ACCESS TO THE
THE NORTH BASIN WALL. ADDITIONALLY, NO LOADS MAY BE APPLIED WITHIN 50 FEET
4. CONSTRUCTION LOADS SHALL BE LIMITED TO 150 PSF ON ANY OF THE LOCK WALLS AND
COORDINATIONS TO BE DONE 7 DAYS PRIOR, WITH COR.
3. PARKING AREA WILL BE OCCUPIED BY ANOTHER CONTRACTOR DELIVERY
AREA.
2. NO STAGING /STORAGE AREA TO BE ALLOWED ON LAND WITHIN THE PARKING/PIER
PLATFORM).
FLOATING PREFABRICATED STEEL PANEL PLATES (CRANE SHALL BE SET UP ON MARINE
1. CONTRACTOR WILL ONLY BE ALLOWED TO ACCESS PARKING AREA TO MOB/DEMOB
LAKE MICHIGAN
LOCK CHAMBER
WATER DEPTH ~22 FEET
LAKE MICHIGAN
WATER DEPTH ~20 FEET
WORK LIMITS
WORK LIMITS
BUILDING OFF LIMITS
MWRD CONTROL
SEE NOTE 1
WL06
WL01
WL02
WL05
GENERAL NOTES
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40' 80'0
C-002
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S
LAKE MICHIGAN
RIVER
CHICAGO
1,902,633.991,181,777.18WL06
1,902,650.591,182,536.97WL05
1,902,667.191,183,297.76WL04
1,902,923.671,183,291.16WL03
1,902,907.071,182,531.36WL02
1,902,890.471,181,771.57WL01
EASTING NORTHINGNAME
WORK LIMITS
PLAN - WORK LIMITS
M A
T C
H L
IN
E T
O S
H E
E T C -0
A U
G U
S T
CERTIFIED FINAL DOCUMENTS - RTA
WIDTH AFTER THE CONSTRUCTION IS COMPLETED.
WALL LOCATION TO SHOW 80 FOOT LOCK CHAMBER
ALIGNMENT SURVEY OF THE WALL BASED ON CURRENT
2. THE CONTRACTOR SHALL SUBMIT PRE AND POST
KEPT IN OPERATION MODE.
TEMPORARY RELOCATED DURING CONSTRUCTION AND
1. EXISTING DEPTH GAGE/CONTROL BOX SHALL BE
NORTH-WEST WALL
NORTH-EAST WALL
SOUTH-WEST WALL
140' OPTION
SOUTH-EAST WALL
APPROX. 140' OPTIONS
APPROX. 140' OPTIONS
140' BASE
WORK LIMITS
WORK LIMITS
SEE NOTE 1
WL03
WL04
GENERAL NOTES
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40' 80'0
C-003
S I
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LAKE MICHIGAN
1,902,633.991,181,777.18WL06
1,902,650.591,182,536.97WL05
1,902,667.191,183,297.76WL04
1,902,923.671,183,291.16WL03
1,902,907.071,182,531.36WL02
1,902,890.471,181,771.57WL01
EASTING NORTHINGNAME
WORK LIMITS
PLAN - WORK LIMITS
M A
T C
H L
IN
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O S
H E
E T C -0
CHAMBER
LOCK
S
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A U
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CERTIFIED FINAL DOCUMENTS - RTA
CONSTRUCTION.
1. OPTIONAL LOCATIONS FOR MOORING BARGES DURING
AREA OF DEMO/REHAB
AREA OF DEMO/REHAB
EXPANSION JOINT (TYP.)
140'-3"
139'-8 3/16 " 131'-3 3/8 "
128'-9 7/8 "
AREA OF DEMO/REHAB
AREA OF DEMO/REHAB
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LOCK CHAMBER DEMOLITION PLAN
SCALE: 3/32" = 1' 0 8' 32'16'
NORTH
PLAN
T R
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X-###
X#
SD-101SD-101
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B1
SD-301
A4
SD-501
40'-0"40'-0"40'-0"40'-0"
7'-2"±
70' MINIMUM CLEARANCE
7'-2"±
11"
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O V
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SD-301
O V
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A L L L
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SD-301
OVERALL LOCK CHAMBER DEMOLITION CROSS SECTION
D E
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N
GENERAL NOTES
A M
M A
R A
L J
A W
H A
R A
M M
A R A
L J
A W
H A
RCOFFERDAM AND INUNDATION SHOULD THE LAKESIDE GATES BE OPENED.
ALL COFFERDAMS SHALL BE DESIGNED TO PREVENT FLOODING OF THE 15.
COFFERDAMS.
ALL COFFERDAMS SHALL BE DESIGNED FOR WATER TO THE TOP OF THE 14.
REMOVED CONCRETE BE LEFT ACCESSIBLE TO VESSEL TRAFFIC.
AT NO TIME SHALL A PARTIALLY INSTALLED WALL PANEL OR NEWLY 13.
COFFERDAM AT THIS TRANSITION.
EXISTING CONCRETE. THE CONTRACTOR WILL BE REQUIRED TO SEAL THE
TRANSITION COULD OCCUR BETWEEN THE NEWLY INSTALLED PANEL AND
CONDITION OF LOCKWALLS PRIOR TO COFFERDAM FABRICATION. A LARGE
REBAR IS EXPOSED IN SOME AREAS. CONTRACTOR SHOULD SURVEY
EXISTING LOCK WALLS WHICH ARE IRREGULAR IN SHAPE AND ERODED.
CONTRACTOR WILL BE REQUIRED TO SEAL COFFERDAM AGAINST THE 12.
CONTROL ICE DURING THE WINTER MONTHS.
ENCLOSURES TO PERFORM THE WORK, ADEQUATELY CURE MATERIALS, AND
CONTRACTOR MUST PLAN TO PROVIDE ANY NECESSARY DRY AND HEATED 11.
PANELS DURING CONCRETE REMOVAL.
CONTRACTOR IS REQUIRED TO ACCOMMODATE PROTECTION TO INSTALLED
ANCHORED TO NEWLY INSTALLED LOCK WALL ARMOR PANELS.
TEMPORARY SHORING, STRONGBACKS, OR COFFERDAMS MUST NOT BE 10.
SEE SPECIFICATIONS FOR LAKE AND RIVER ELEVATION DATA. 9.
FLUSHING HISTORICAL DATA.
OPERATIONS DURING COLD WEATHER. SEE SPECIFICATIONS FOR ICE
THE CONTRACTOR IS REQUIRED TO ACCOMMODATE ICE FLUSHING 8.
COFFERDAM AS A NAVIGATION AID.
IMPACT. CONTRACTOR SHALL PROVIDE LIGHTS AND REFLECTORS ON THE
PASSAGE OR ALTERNATELY PROTECT ANY COFFERDAMS FROM VESSEL
THE CONTRACTOR MUST EVACUATE ALL COFFERDAMS DURING ANY VESSEL 7.
CLEARANCE WITH MARINE PLANT ONLY.
VESSEL TRAFFIC, THE CONTRACTOR MAY RESTRICT THE 70 FEET
DURING LOCK CLOSURE PERIODS AND WHEN THE LOCK IS NOT OPENED TO
INSTALLED COFFERDAMS AND THE OPPOSITE LOCK WALL AT ALL TIMES.
THE CONTRACTOR SHALL MAINTAIN 70 FEET CLEARANCE BETWEEN 6.
PLATE WALL SECTION FALLS BETWEEN LENGTHS OF CONCRETE REMOVAL.
MINIMUM OF 30 FEET OF UNREMOVED CONCRETE OR COMPLETED ARMOR
REMOVAL IN ALTERNATING 30 FOOT REMOVAL SECTIONS PROVIDING A
WALL AT A TIME. THE CONTRACTOR MAY “HOP SCOTCH” CONCRETE
REMOVAL WILL BE LIMITED TO ONE CONTINUOUS 30 FOOT SECTION OF LOCK
TO MAINTAIN THE STRUCTURAL INTEGRITY OF THE LOCK WALLS, CONCRETE 5.
BACKFLOW EVENT OR EMERGENCY OPENING OF THE LOCK GATES.
THE CONTRACTOR MUST EVACUATE ANY COFFERDAM DURING ANY 4.
EVENT OR EMERGENCY OPENING OF THE LOCK GATES.
VELOCITY OF 10 FT/SEC WHICH COULD OCCUR DURING ANY BACKFLOW
ALL COFFERDAMS MUST BE DESIGNED, AS A MINIMUM, FOR WATER 3.
5 KIP/FT.
ALL COFFERDAMS MUST BE DESIGNED, AS A MINIMUM, FOR AN ICE LOAD OF 2.
STRUCTURAL ENGINEER.
AND CALCULATIONS MUST BE STAMPED BY AN ILLINOIS LICENSED
IN SPECIFICATION SECTION 31 23 19. ALL COFFERDAM DESIGN DRAWINGS
ANY COFFERDAMS PROVIDED SHALL MEET THE REQUIREMENTS SHOWN AND
FABRICATION OF ANY COFFERDAMS NECESSARY TO COMPLETE THE WORK.
CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE DESIGN AND 1.
CERTIFIED FINAL DOCUMENTS - RTA
A U
G U
S T
D A
V
ID
F
O R
C E S
E D
A V
ID
F
O R
C E S
E
NORTH LOCK WALLSOUTH LOCK WALL
LOCK CL
REHAB
REMOVAL AND
AREA OF
LAKE FLOOR
EL. +555.5'
EL. +554.31'
EL. +553.39'
EL. +555.5'
LAKE FLOOR
EL. 576.0'
EL. +586.0'
EL. +570.0'
LOCK CHAMBER LAKE MICHIGANLAKE MICHIGAN
EL. +534.0' MINIMUM
REHAB
REMOVAL AND
AREA OF
A4
SD-501
LOCAL COFFERDAM
AND DISPLACED.
PANELS HAVE BEEN LIFTED
EXISTING LOCK FLOOR
PANELS. NOTE THAT
EXISTING LOCK FLOOR
RIVER/LAKE WATER LEVEL (VARIES)
UNEVEN LOCK FLOOR
EXPOSED REINFORCEMENT
EXISTING UNEVEN LOCK WALLS WITH
SHEET PILE CELLS
1'-0"
16'-0"
7'-0"
4'-0"
12'-0"
6"
6" (MIN.) CONCRETE REMOVAL
6" CONCRETE REMOVAL
15"
18"
10"
7'-2"± LOCK WALL HORIZONTAL SURFACE REMOVAL
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SD-501A4
SCALE: 1" = 1' 0 1' 2'6"
A1
SCALE: NTS
DETAIL A
EXISTING LOCK WALL DEMOLITION DETAIL
A M
M A
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L J
A W
H A
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A R A
L J
A W
H A
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CERTIFIED FINAL DOCUMENTS - RTA
A U
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D A
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ID
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ID
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SD-501
WATER LEVEL VARIES REFER TO SPEC
EL. 586.0 PER NAVD 88
TO REMAIN
EXISTING CONCRETE
ANCHORAGE
ARMOR PLATE
ARMOR PLATE AND
REMOVE EXISTING
2-1/2" SAWCUT
EL. 574
SURFACE VARIES
EXISTING LOCK WALL
VARIES)
EXISTINGSURFACE,
LINE (6" MIN. FROM
CONCRETE REMOVAL
JOINT
LOCATE AT EXISTING
FULL DEPTH SAWCUT.
ONLY MAY BE REMOVED
EXISTING TOP SLAB REINFORCEMENT
(SEE REF. DRAWINGS)
DURING CONCRETE REMOVAL
EXISTING REINFORCEMENT
DO NOT CUT OR REMOVE
EXPANSION JOINT (TYP.)
140'-3 1/2 "
139'-8 1/2 "
128'-9 5/8 "
131'-3 5/8 "
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S-101
A1
SCALE: 3/32" = 1' 0 8' 32'16'
NORTH
PLAN
T R
U E N
LOCK CHAMBER WALL PLAN
A M
M A
R A
L J
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H A
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CERTIFIED FINAL DOCUMENTS - RTA
A U
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F A
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E F F
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A1 S-103
A1 S-105
BASE CONTRACT - NORTH WEST WALLS PRIORITY 2 & 4 - NORTH EAST WALLS
PRIORITY 1 - SOUTH WEST WALLS PRIORITY 3 & 5 - SOUTH EAST WALLS
A1 S104
A1 S-102
20'-7 3/8 "24'-8 3/8 "24'-8 3/8 "24'-8 3/8 "24'-8 3/16 " 6'-6 3/4 "
6'-6 3/4 " *
10'-9 3/4 " *
24'-8 3/16 " 24'-8 3/8 " 24'-8 3/8 " 24'-8 3/8 " 20'-7 3/8 "
140'-3 1/2 " *
7'-6 3/8 " *6'-9 5/8 " *
10'-11"
4'-0"
1'-0" CONCRETE SEAT
7'-2"±
5'-0" 5'-0"
MATCH EXISTING
MATCH EXISTING
7'-6 3/8 " *6'-9 5/8 " *
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A L L
S-102
K P
C
D1
NORTH WALL PLAN VIEW
SCALE: 1/8" = 1'
NORTH
PLAN
0 8'4' 16'
A1
NORTH WALL ELEVATION VIEW
SCALE: 1/8" = 1'
NORTH
PLAN
0 8'4' 16'
PLATE FABRICATION TO ENSURE ALL ELEVATIONS CAN BE MET.
CONTRACTOR SHALL VERIFY LOCK WALL ELEVATIONS PRIOR TO ARMOR 5.
HOOK DETAILS.
TYPICAL ARMOR PLATE DETAILS TO ACCOMMODATE THE HOOKS IAW THE
HOOKS IN SAME LOCATION. CONTRACTOR SHALL MAKE ADJUSTMENT TO THE
CONTRACTOR SHALL LOCATE ALL EXISTING HOOKS AND LOCATE NEW 4.
BOLLARD AND CLEATS TO ENSURE LOCATIONS ARE MAINTAINED.
CONDUCT AND SUBMIT FOR APPROVAL A PRE AND POST SURVEY OF ALL
CONTRACTOR SHALL REMOVE AND REUSE ALL CLEATS. CONTRACTOR SHALL 3.
ALIGN WITH EXISTING MONOLITH JOINTS.
SURFACES OF THE EXISTING MONOLITH JOINTS TO ENSURE NEW PANELS
SHALL CLEAR THE JOINTS AS NECESSARY TO LOCATE ORIGINAL FORMED
MONOLITH JOINTS FROM THE LOCK CHAMBER SIDE. THE CONTRACTOR
THE CONTRACTOR SHALL LOCATE THE EXISTING CENTERLINE OF THE 2.
TO BEGINNING WORK.
SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR
ERECTION BRACING, RIGGING, AND SHORING. ALL PLANS AND DESIGNS
CONTRACTOR IS RESPONSIBLE FOR DESIGN AND EXECUTION OF ALL 1.
GENERAL NOTES
A M
M A
R A
L J
A W
H A
R A
M M
A R A
L J
A W
H A
R
CERTIFIED FINAL DOCUMENTS - RTA
A U
G U
S T
D A
V
ID
F
O R
C E S
E D
A V
ID
F
O R
C E S
E
CAUTION
LOCK AREA
REQUIRED IN
LIFE JACKETS
LOCKAGE
BOAT DURING
ON OR OFF
DO NOT GET
CAUTION
LOCKAGE
BOAT DURING
ON OR OFF
DO NOT GET
CAUTION
DO NOT REMOVE
STEEL BOLLARDS,
RE-USE EXISTING REMOVE AND RE-USE CLEATS
A1 S-509
(SEE S-501)
NEW HOOK (TYP.)
C EJC EJC EJC EJ
EXISTING MJ'S (TYP.)
MATCH SHAPE OF
MONOLITH JOINTS AND
PROVIDE EJ @
SAW-CUT
EL. 586
EXISTING CONCRETE
TO REMAIN
CL
A3 S-501
STEEL ARMOR PANEL
RE-USE CLEATS
REMOVE AND
EL. 574 SAWCUT
B/GROUT EL. 575
(NEW
PANEL
HEIGHT)
A3 S-501
LLLL
(NOT IN CONTRACT)
BLOCK BOLLARD
EXISTING GATE
CHAIN LINE
DETACHABLE
EXPANSION JOINT
1" EXISTING MONOLITH
JOINT
EXPANSION
MONOLITH
1" EXISTING
CONTRACT)
IN
SLOT (NOT
STOP LOG
(NOT IN CONTRACT)
GATE BLOCK
EXISTING CONCRETE
NL1
STEEL SHEET PILE
EXISTING HANDRAIL
REMOVE AND RE-USE
C MJ
L
C EJ
L
C EJ
L
C EJ
L
C EJ
L
C EJ
L
C MJ
L
SIGN
SAFETY
CENTERLINE OF LADDER
PRECAST CONCRETE LOCK FLOOR
NOT REMOVE
BOLLARD. DO
RE-USE STEEL
NEW CONCRETE SEAT
JOINT
1" GROUTING
N
ISOLATION JOINT
PILE CELL BELOW
EXTENT OF SHEET
CONTRACT)
BLOCK (NOT IN
CONCRETE GATE
EXISTING
(NOT IN CONTRACT)
GATE BLOCK BOLLARD
EXISTING
EXPANSION JOINT
1" EXISTING MONOLITH
JOINT
EXPANSION
MONOLITH
1" EXISTING
JOINT
EXPANSION
STEEL SHEET PILE (TYP)
GRASS OVER FILL WITHIN
EXISTING CONCRETE OR
HANDRAILS
REUSE EXISTING
REMOVE AND
LADDER
STEEL
NEW
C CCJ
L
C CCJ
L
C CCJ
L
C CCJ
L
C CCJ
L
C EJ
128'-9 5/8 " *
7'-2 3/8 " *
10'-5 3/4 " *
128'-9 5/8 " *
7'-2 3/8 " *
10'-5 3/4 " *
3'-9 7/8 " *3'-9 7/8 " * 6'-6 3/4 "
PRIORITY 4OPTION - PRIORITY 2
20'-7 3/8 "20'-7 3/8 "20'-7 3/8 "24'-8 3/8 "24'-8 3/16 " 7'-2 3/8 " *6'-6 3/4 "
6'-6 3/4 "
PRIORITY 4OPTION - PRIORITY 2
20'-7 3/8 "20'-7 3/8 "20'-7 3/8 "24'-8 3/8 "24'-8 3/16 "
1'-0" CONCRETE SEAT
10'-11"
4'-0"
5'-0"
MATCH EXISTING
3'-9 3/4 " *
10'-5 3/4 " *
7'-2"±
20'-7 3/8 "20'-7 3/8 "20'-7 3/8 "24'-8 3/8 "24'-8 3/16 "
1'-0" CONCRETE SEAT
10'-11"
4'-0"
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K P
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NORTH WALL PLAN VIEW
SCALE: 1/8" = 1' 0 8'4' 16'
NORTH
PLAN
A1
NORTH WALL ELEVATION VIEW
SCALE: 1/8" = 1'
NORTH
PLAN
0 8'4' 16'
A M
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L -J
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CERTIFIED FINAL DOCUMENTS - RTA
A U
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D A
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ID
F
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C E S
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A V
ID
F
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C E S
E
LOCKAGE
BOAT DURING
ON OR OFF
DO NOT GET
CAUTION
LOCKAGE
BOAT DURING
ON OR OFF
DO NOT GET
CAUTION
LOCKAGE
BOAT DURING
ON OR OFF
DO NOT GET
CAUTION
LOCKAGE
BOAT DURING
ON OR OFF
DO NOT GET
CAUTION
STEEL ARMOR PANEL
CL
CENTERLINE OF LADDERRE-USE CLEATS
REMOVE AND
EL. 586
EL. 574 SAWCUT
B/GROUT EL. 575
SAW-CUT
EXISTING CONCRETE
TO REMAIN
(NEW
PANEL
HEIGHT)
STEEL ARMOR PANEL
CL
CENTERLINE OF LADDERRE-USE CLEATS
REMOVE AND
EL. 586
EL. 574 SAWCUT
B/GROUT EL. 575
SAW-CUT
EXISTING CONCRETE
TO REMAIN
(NEW
PANEL
HEIGHT)
N
EXISTING HANDRAIL
REMOVE AND RE-USE
CHAIN LINE
DETACHABLE
STEEL SHEET PILE
C MJ
L
C EJ
L
C MJ
L
PRECAST CONCRETE LOCK FLOOR
C EJ
L
C EJ
L
C EJ
L
C EJ
L
NOT REMOVE
BOLLARDS. DO
RE-USE STEEL
JOINT
1" GROUTING
NEW CONCRETE SEAT
JOINT
EXPANSION
MONOLITH
1" EXISTING
JOINT
EXPANSION
MONOLITH
1" EXISTING
(SEE S-504)
NEW HOOK (TYP.)
N
A3 S-501
JOINT
ISOLATION
STEEL SHEET PILE (TYP)
EXISTING CONCRETE OR GRASS OVER FILL WITHIN
JOINT
EXPANSION
MONOLITH
1" EXISTING
HANDRAILS
RE-USE EXISTING
REMOVE AND DO NOT REMOVE
STEEL BOLLARDS.
RE-USE EXISTING
CLEATS
RE-USE
AND
REMOVE
LADDER
STEEL
NEW
JOINT
EXPANSION
MONOLITH
1" EXISTING
CL
C MJ
L
C EJ
L
C EJ
L
C EJ
L
C MJ
LLC EJ LC EJ
LC CCJLC CCJ LC CCJ LC CCJ LC CCJ
EXISTING MJ'S (TYP.)
MATCH SHAPE OF
MONOLITH JOINTS AND
PROVIDE EJ @
BOLLARD WITHIN NEW SLAB
REMOVE ABANDONED
N
EXISTING HANDRAIL
REMOVE AND RE-USE
CHAIN LINE
DETACHABLE
STEEL SHEET PILE
C MJ
L
C EJ
L
C MJ
L
PRECAST CONCRETE LOCK FLOOR
C EJ
L
C EJ
L
C EJ
L
C EJ
L
NOT REMOVE
BOLLARDS. DO
RE-USE STEEL
JOINT
1" GROUTING
NEW CONCRETE SEAT
JOINT
EXPANSION
MONOLITH
1" EXISTING
JOINT
EXPANSION
MONOLITH
1" EXISTING
(SEE S-504)
NEW HOOK (TYP.)
6'-6 3/4 " 24'-8 3/8 " 24'-8 3/8 " 24'-8 3/16 "
139'-8 1/2 " *
OPTION - PRIORITY 1
20'-7 3/8 " 24'-8 3/8 " 24'-8 3/8 " 24'-8 3/8 " 24'-8 3/16 "7'-8 5/8 " *
11'-0" *
24'-8 3/8 "
SAW-CUT
7'-8 5/8 " *
CENTERLINE OF LADDER
20'-7 3/8 "
11'-0" *
CLEATS
EXISTING
RE-USE
REMOVE AND
6'-0 1/2 " *
EXISTING GATE CONTROLS
EXISTING CONCRETE GATE BLOCK
EXPANSION JOINT
MONOLITH
1" EXISTING
(NOT IN CONTACT)
BLOCK BOLLARD
EXISTING GATE
CHAIN LINE
DETACHABLE
STEEL SHEET PILE
SLOT
LOG
STOP
SL1
JOINT
EXPANSION
MONOLITH
1" EXISTING
EXISTING HANDRAIL
REMOVE AND RE-USE
PRECAST CONCRETE LOCK FLOOR
NOT REMOVE
BOLLARDS. DO
RE-USE STEEL
10'-11"
4'-0"
JOINT
1" GROUTING
1'-0" CONCRETE SEAT
NEW CONCRETE SEAT
( SEE S-504)
NEW HOOK (TYP.)
7'-2"±
5'-0"5'-0"
MATCH EXISTING
6'-0 1/2 " *6'-6 3/4 "
50100150
CAUTION
ZONE
NO WADE
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REMOVE AND RE-USE
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SCALE: 1/8" = 1'
NORTH
PLAN
0 8'4' 16'
A1
SOUTH WALL ELEVATION VIEW
SCALE: 1/8" = 1'
NORTH
PLAN
0 8'4' 16'
T R
U E N
BOLLARD AND CLEATS TO ENSURE LOCATIONS ARE MAINTAINED.
CONDUCT AND SUBMIT FOR APPROVAL A PRE AND POST SURVEY OF ALL
CONTRACTOR SHALL REMOVE AND REUSE ALL CLEATS. CONTRACTOR SHALL 4.
* IS DIMENSIONS TO VERIFY.3.
ADJACENT TO THE BOTH SIDES OF THE LADDERS AS NECESSARY.
CONTRACTOR SHALL ADJUST THE PANELS S6 (TYPE B) AND S7 (TYPE C) THAT 2.
THE PANELS AND LADDERS.
JOINTS AND LADDERS PRIOR TO STARTING THE FABRICATIOON PROCESS OF
CONTRTACTOR SHALL VERIFY ALL THE LOCATIONS OF THE MONOLITH 1.
GENERAL NOTES
A M
M A
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A R A
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CERTIFIED FINAL DOCUMENTS - RTA
A U
G U
S T
D A
V
ID
F
O R
C E S
E D
A V
ID
F
O R
C E S
E
A1 S-509
HEIGHT)
PANEL
(NEW
STEEL ARMOR PANEL
CL
EL. 574 SAWCUT
B/GROUT EL. 575
EL. 586
TO REMAIN
EXISTING CONCRETE
CENTERLINE OF LADDER
C MJ
L
C MJ
L
C EJ
L
C EJ
L
C EJ
L
C EJ
L
C EJ
L
EXISTING
CONCRETE GATE
BLOCK
N
WAVE CREST WALL
EXPANSION JOINT
PILE CELL BELOW
EXTENT OF SHEET
ISOLATION JOINT
(NOT IN CONTACT)
BLOCK BOLLARD
EXISTING GATE
EXISTING
CONCRETE GATE
BLOCK
EXPANSION JOINT
MONOLITH
1" EXISTING
A3 S-501
LADDER
NEW STEEL
STEEL SHEET PILE (TYP)
EXISTING GRASS OR CONCRETE OVER FILL WITHIN
EXISTING HANDRAIL
REMOVE AND REUSE
EXPANSION JOINT
MONOLITH
1" EXISTING
DO NOT REMOVE
STEEL BOLLARDS.
REUSE EXISTING
C L
C MJ
L
C MJ
L
C EJ
L
C EJ
L
C EJ
L
C EJ
L
C EJ
L
L
C CCJ
L
C CCJ
L
C CCJ
L
C CCJ
L
C CCJ
EXISTING MJ'S (TYP.)
MATCH SHAPE OF
MONOLITH JOINTS AND
PROVIDE EJ @
4'-11 1/8 " *
6'-6 3/4 " 20'-7 3/8 "
131'-3 5/8 " *
24'-8 3/8 " 24'-8 3/16 "4'-11 1/8 " *
( SEE S-504)
NEW HOOK (TYP.)
OPTION - PRIORITY 5OPTION - PRIORITY 3
20'-7 3/8 " 20'-7 3/8 " 20'-7 3/8 " 24'-8 3/8 " 24'-8 3/16 "8'-7 1/8 " * 6'-6 3/4 "
11'-10 1/2 " *
20'-7 3/8 "8'-7 1/8 " * 20'-7 3/8 "
11'-10 1/2 " *
CLEATS
EXISTING
RE-USE
REMOVE AND
SAW-CUT
5'-0"
MATCH EXISTING
7'-2"±
STEEL SHEET PILE
SL1
JOINT
EXPANSION
MONOLITH
1" EXISTING
CENTERLINE OF LADDER
CHAIN LINE
DETACHABLE
EXISTING HANDRAIL
REMOVE AND RE-USE
JOINT
EXPANSION
MONOLITH
1" EXISTING
NOT REMOVE
BOLLARDS. DO
RE-USE STEEL
PRECAST CONCRETE LOCK FLOOR
10'-11"
1'-0" CONCRETE SEAT
4'-0"
JOINT
1" GROUTING
NEW CONCRETE SEAT
200250300
CAUTION
LOCK AREA
REQUIRED IN
LIFE JACKETS
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K P
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SOUTH WALL PLAN VIEW
SCALE: 1/8" = 1' 0 8'4' 16'
T R
U E N
NORTH
PLAN
NORTH
PLAN
0 8'4' 16'A1
SOUTH WALL ELEVATION VIEW
SCALE: 1/8" = 1'
A M
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CERTIFIED FINAL DOCUMENTS - RTA
A U
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ID
F
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A V
ID
F
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C E S
E
A1 S-509
A3 S-501
C L
CL
STEEL ARMOR PANEL
HEIGHT)
PANEL
(NEW
EL. 574 SAWCUT
B/GROUT EL. 575
EL. 586
TO REMAIN
EXISTING CONCRETE
N
EXISTING HANDRAIL
REMOVE AND REUSE
EXPANSION JOINT
ISOLATION JOINT
PILE CELL BELOW
EXTENT OF SHEET
STEEL SHEET PILE (TYP)
EXISTING GRASS OR CONCRETE OVER FILL WITHIN
LADDER
NEW STEEL
EXPANSION JOINT
MONOLITH
1" EXISTING
EXPANSION JOINT
MONOLITH
1" EXISTING
BOLLARDS. DO NOT REMOVE
RE-USE EXISTING STEEL
C EJ
L
C EJ
L
C EJ
L
C EJ
L
C EJ
L
L
C CCJ
L
C CCJ
L
C CCJ
L
C CCJ
L
C CCJ
EXISTING MJ'S (TYP.)
MATCH SHAPE OF
MONOLITH JOINTS AND
PROVIDE EJ @
LC MJLC MJ
N
C MJ
L
C EJ
L
C EJ
L
C EJ
L
C EJ
L
C MJ
L
C EJ
18"
1/4 " ISOLATION JOINT
1/4 " ISOLATION JOINT
10"
6"
1'-3"
7'-0"
10'-11"
2'-8" MIN. 4'-8" MAX.
7'-4"
5'-0"
1'-5"
4'-6"
5'-0"
3"
6"
6"
9"
12"
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K P
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GENERAL NOTES
A3
SCALE: 1" = 1' 0 1' 2'6"
ANCHORS.
CONTRACTOR MAY CUT EXISTING REBAR ONLY AS REQUIRED TO DRILL 3.
CONCRETE UNDER BOLLARDS.
SAFETY YELLOW IAW SPECIFICATIONS. DO NOT EXCAVATE OR DAMAGE
EXISTING BOLLARDS (CHECK POSTS) ARE TO REMAIN AND BE PAINTED 2.
SHOWN OR NOTED.
ALL STRUCTURAL STEEL SHALL BE ASTM A572 GR 50 UNLESS OTHERWISE 1.
SECTION - NEW ARMOR PLATE
C8
SCALE: NTS
TOP CORNER DETAIL
A M
M A
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CERTIFIED FINAL DOCUMENTS - RTA
A U
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D A
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C E S
E
B6 S-505
C8 S-501
#6@12-1/4"
NON SHRINK GROUT
5'-6 3/4" MAX. 1'-9 1/4" MIN.
EXTENT OF CONCRETE
NEW CONCRETE SLAB
UPPER EXTENT OF CURVED STEEL SHEET PILE
REINFORCEMENT
EXISTING
EXISTING CURVED STEEL SHEET PILE
EL. 586
EL. 575
BOND-BREAKER
RIVER/LAKE WATER LEVEL (VARIES)
PLATE
ARMOR
NEW
PLATE
ARMOR
NEW
EL. 581
(EL. +2.0 CCD)
EL. 576.5
(EL. -2.5 CCD)
EXISTING CONCRETE TO REMAIN
(EL. +7.0 CCD)
(TYP)
HEADED STUD
3/4"X6"@12-1/4"
1" NON SHRINK GROUT
NON SHRINK GROUT
NON SHRINK GROUT
EXISTING BOLLARDS TO REMAIN
SURFACE 6" (MIN.)
VARIES WITH EXISTING
CONCRETE REMOVAL LINE
DOWELS & 1"Ø ANCHORS
INTO EXISTING CONCRETE
15" MIN. EMBEDMENT
CARBON STEEL PLATE
CONTACT OF STAINLESS STEEL WITH
WASHERS & SLEEVE TO PREVENT
PROVIDE DIELECTRIC INSULATING NYLON
WASHERS WITH EPOXY GROUT (TYP.).
STAINLESS STEEL ALL THREADBAR, NUTS &
1"ØX2'-6" LONG @ 2'-0 1/2" O.C. TYPE 316L
#5 @ 6" O.C. E.W. CENTERED
EL. 574
EXISTING)
MATCH
R=8" (VERIFY,
2-1/2" SAWCUT
STIFFENER (TYP.)
24'-7" (TYPICAL PANEL)
24'-8 3/8 " @ 32° F (TYPICAL ARMOR PLATE)
1 3/8 " EJ @ 32° F1 3/8 " EJ @ 32° F (EJ STEEL NOT SHOWN FOR CLARITY 4'-1" (TYP.)
2'-0 1/2 "2'-0 1/2 "
11 3/4 "2'-0 1/2 "11 3/4 "
3" (TYP.)
4'-0"
1"X2-1/2" PLATE 1-1/4"X5" PLATE
1 1/4 " (MATCH ANCHOR HOLE DIAMETER)
11 3/4 " (MAX @ EJ)
1'-3"
1-1/4"x4" PLATE
ANCHOR HOLE Ø)
1-1/4"Ø HOLE (MATCH
3"
1-1/4"X5" PLATE (TYP.)
1"X2-1/2" PLATE @ 4'-1" O.C.
17"
1"X2-1/2" PLATE
1-1/4"X4" PLATE
2 1/2 "
2 1/2 "
1/4 " MIN.
1" 1"1"
2"
3/8 " @ 32°F STEEL TEMP (SEE TABLE)
1 3/8 " @ 32°F STEEL TEMP (SEE TABLE)
1"X2-1/2" PLATE
3/4"X1" PLATE (TYP.)
3/16 "
PROFILE AS SHOWN
EACH SIDE OF EJ TO
GRIND OR MACHINE
1 1/4 "
1/2 "
3/4 "
MATCH EXISTING RADIUS)
8" RADIUS (VERIFY,
3"
3"Ø ANCHOR HOLE (TYP.)
1/4 " (MIN.)
TO STEEL PANEL
COLOR MATCH
EPOXY GROUT
NON-SHRINK
FILL WITH
(DIELECTRIC)
& WASHER
NYLON SLEEVE
MATCH STEEL PANEL
EPOXY GROUT. COLOR TO
FILL WITH NON-SHRINK
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L E
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S-502
K P
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.d g n
W P -1
-C -0
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A N
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F A
Y E L
E F F
L E
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S-502
K P
E1
SCALE: 3/4" = 1' 2'0 1' 4'
A1
STEEL ARMOR PANEL SECTION
SCALE: 3/4" = 1' 2'0 1' 4'S-502
D6
A3
SCALE: 3/4" = 1' 2'0 1' 4'
E3
STEEL ARMOR PANEL DETAILS
SCALE: 3/4" = 1' 2'0 1' 4'
F1
F9
S T
E E
L A
R M
O R P
A N
E L D
E T
A
IL
S S
T E
E L A
R M
O R P
A N
E L D
E T
A
IL
S
S-502
D10
S-501
G3
GENERAL NOTES
SEE HOOK DETAIL FOR ADJUSTMENTS TO PANEL TO ACCOMODATE HOOKS.2.
NOT BE EXCEEDED ON OTHER PANEL SIZES.
TYPICAL PANEL SHOWN. ANCHOR SPACING AND STIFFENER SPACING SHALL 1.
F3
F7
F5
C2
EXPANSION JOINT DETAIL
TOP ANCHOR DETAIL
LOCKSIDE ELEVATION
WELD DETAIL
STEEL ARMOR PANEL DETAILS (TYP.)
A M
M A
R A
L J
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M M
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L J
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A U
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S T
D A
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ID
F
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C E S
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A V
ID
F
O R
C E S
E
F1 S-502
F3 S-502
F5 S-502
E3 S-502
C OF EJL C OF EJL
(TYP.) (TYP.) (TYP.)
(TYP.)
C OF EJL
EL. 586
EL. 581
EL. 576.5
EL. 586
EL. 581
EL. 576.5
(EL. +7 CCD)
(EL. -2.5 CCD)
(EL. +2 CCD)
ASTM A572 GR. 50
C 1"Ø ANCHOR BOLTS
L
A1 S-502
GRIND FLUSH
FULL PEN
3/8
TYP.
3/8
GRIND FLUSH
FULL PEN
FLUSH
FULL PEN (TYP.)
1-3/8"
1-1/4"
1-7/16"
1-5/16"
°F
STEEL TEMP
JOINT WIDTH
EXPANSION
32°
64°
96°
4'-0"
PLUS 1" GROUT)
(10-11" PANEL HEIGHT
NEW CONCRETE SEAT
6"
3"
6"
12"
18 1/2 "
12"
6"
3"18"3"
4 3/8 "
3"
3 1/4 "
31"
6"4 3/4 "9 1/2 "4 3/4 "6"
2"
5 3/4 "
3" 6"9 3/16 "9 3/16 " 6" 9 3/16 " 9 3/16 " 3"
12"
12"
9"
12"
12"
9"
6"
6'-6 3/4 "
12" REBAR #6 EMBEDMENT
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A L L L
A D
D E
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S-503
K P
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W P -1
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X
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A D
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A
IL
S-503
K P
C
A1
SCALE: 1" = 1' 0 1' 2'6"
E6
B6
LOCK WALL LADDER PLAN VIEW
LOCK WALL LADDER ELEVATION VIEW
LOCK WALL LADDER SIDE VIEW
A M
M A
R A
L J
A W
H A
R A
M M
A R A
L J
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H A
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CERTIFIED FINAL DOCUMENTS - RTA
A U
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D A
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ID
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ID
F
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C E S
E
LADDER STEEL 3/4"
1'X2-1/2" PLATE
8" RADIUS (VERIFY, MATCH EXISTING)
RUNG DIMENSIONS TO BE VERIFIED BY CONTRACTOR
EL. 586
EL. 575
EL. 570
8" RADIUS (VERIFY, MATCH EXISTING)
EL. 574
SAW-CUT LEVEL
STEEL PANEL SEAT
CONCRETE FOR THE
NEW CAST-IN-PLACE
REMAIN
CONCRETE RECESS TO
EXISITNG LADDER AND
GROUTING
EXISTING CONCRETE
PLATE
ARMOR
3/4" STEEL
1-1/4" STEEL PANEL
1/2"X5"X5/16" @ 12" STUD ANCHORS
GRIND FLUSH
FULL PEN
LADDER STEEL 3/4"
1-1/4"Ø RUNG @ 12"
3" RADIUS
#6 @ 12"
#6
LINE
REMOVAL
CONCRETE
PEN
FULL
3/8"
PEN
FULL
(TYP.)
1 3/4 "
9 1/4 "
1 3/4 " 1 3/4 "
8 1/4 "
4"
12"
5"
5"
STUD ANCHORS 1/2"X5"X5/16"
4 ANCHORS - 1 1/2"X16"
SECTION
SIDE OF OPENING, SEE
ADDITIONAL #6 BARS EACH
STEEL HOOK OPENING
1-1/4" STEEL PANEL
12"
SIDE OF OPENING
#6 BARS AT EACH
9"
1-1/4"X5" PLATE
STEEL ANCHOR
1"X20" STAINLESS
OPENING
CONCRETE FOR THE HOOK
REQUIRED TO EXCAVATE THE
REINFORCEMENT ONLY AS
CUT INTO EXISTING
PL 14 - 1/2"X14 1/2"X 2-1/2"
NON SHRINK GROUTING
2"
OPENING
HOOK
STEEL
PL 14 - 1/2"X14 1/2"X 2-1/2"
CONCRETE SAFETY YELLOW
GROUTING PLACEMENT. PAINT
FORM OPENING DURING
STIFFENERS
TO CLEAR
PLATE LOCATIONS ±4"
FABRICATION. ADJUST
PRIOR TO PANEL
LOCATE HOOKS
THICKNESS
PIPE SIZE AND WALL
PIPE CAP TO MATCH
I.D. 3.15", T 0.674")
PIPE 4XXS (O.D. 4 1/2",
12"12"
6"
6"
6"
1-1/4"X5" PLATE
12" SPLICES
REINFORCEMENT
AND SHRINKAGE
#4 TEMPERATURE
6"
6"
1" 3" 17" 3" 1"
11"11"
1 1/2 " 1 1/2 "
1"
5"
26"
3"
1"
1 1/2 "
16 1/2 "
16 1/2 "
1 1/2 "
8 1/4 "
5"
16 1/2 "
2 1/4 "
7 1/4 "
DETAIL S-502
HOOK, SEE ANCHOR
SIX ANCHORS PER
HOLE
ANCHOR
3"Ø
(TYP.)
1-1/4"X5" PLATES
STIFFENERS AT THE
DISCONTINUE
1" NON-SHRINK GROUT
CONCRETE TO REMAIN
REMOVAL. DO NOT DAMAGE
AT FACE OF CONCRETE
CUT EXISTING 2-1/2" HOOK 12"
12" REINFORCEMENT SPLICES
REINFORCEMENT
#4 TEMPERATURE AND SHRINKAGE
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F A
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E F F
L E
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S-504
K P
C
C1
SCALE: 1 1/2" = 1' 1' 2'0 6" C6
SCALE: 1 1/2" = 1'
SECTION
1' 2'0 6"
S T
E E
L P
A N
E L H
O O
K S
E C
T
IO
N S
S T
E E
L P
A N
E L H
O O
K S
E C
T
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N S
SECTION
A M
M A
R A
L J
A W
H A
R A
M M
A R A
L J
A W
H A
R
NON-SHRINK GROUT
AT CONCRETE REMOVAL LINE OVER 1" MAXIMUM
NOTE: CONTRACTOR SHALL INSTALL 2-1/2" PLATE
A U
G U
S T
CERTIFIED FINAL DOCUMENTS - RTA
D A
V
ID
F
O R
C E S
E D
A V
ID
F
O R
C E S
E
C6 S-510
C1 S-510
EXISTING CONCRETE
PEN
FULL
FULL PEN
EL. 581 (EL. +2 CCD)
(VERIFY, MATCH EXISTING)
2" 3/8 "
1/2 "
1/2 "
6" (MIN.)
6" (MIN.)
4"
1'-3"
2"
3" 3"
1/4 "
6" 6"6"
3" CLR.
3/8 "
3" CLR. 1/4 " SAWCUT
1 1/2 "
D /4 /2 S
A W
C U
T
3" CLR.
1 1/2 " CL.1 1/2 " CL. 1 1/2 " CL.
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SCALE: 1 1/2" = 1' 1' 2'0 6"
D6
E4
TYP. MONOLITH JOINT AT WEST GATE BLOCK
E1
TYP. MONOLITH JOINT BETWEEN STEEL PANELS
B6
SCALE: 1 1/2" = 1' 1' 2'0 6"
TYP. PANEL SEAT DETAIL
(SHOWING TEMPORARY FORM)
F6
F8
CONTRACTION CONTROL JOINT (CCJ)
E8
DETAIL AEXPANSION JOINTISOLATION JOINT
M
M A
R A
L J
A W
H A
R A
M M
A R A
L J
A W
H A
R
CERTIFIED FINAL DOCUMENTS - RTA
A U
G U
S T
D A
V
ID
F
O R
C E S
E D
A V
ID
F
O R
C E S
E
1-1/4" STEEL PANEL
AS A STAY IN PLACE FORM
1-1/4"X6" MIN OR LONGER TO USE
90° STEEL SHEET END
EXISTING CONCRETE
MONOLITH JOINT CENTERLINE
1" MONOLITH JOINT
WEST GATE BLOCK
MONOLITH JOINT
GROUT ENTERING
TO PREVENT THE
SEAL COMPLETELY
TEMPORARY FORM
CLEAN AND PROVIDE
MONOLITH JOINT CENTERLINE
1" MONOLITH JOINT
1-1/4" STEEL SHEET
3" GROUTING
EXISTING CONCRETE
MONOLITH JOINT
GROUT ENTERING
TO PREVENT THE
SEAL COMPLETELY
TEMPORARY FORM
CLEAN AND PROVIDE
NEW CONCRETE
1-1/4" STEEL PANEL
EL. 575
EL. -4.0 CCD
EL. 574
EL. -5.0 CCD
WITH NON-SHRINK GROUT
THEN FILL ENTIRE REMAINING VOID
GROUT PLACEMENT,
PROVIDE TEMPORARY FORM DURING
FOR THE PANEL AS REQUIRED
BRACING/SHORING,ANCHORS
PROVIDE A TEMPORARY
REMOVAL LINE
CONCRETE
NOTE, IF THE FACE OF THE EXISTING WALL AT EL. 575 (-4 CCD) ALIGNS
WITH THE NEW PANEL FACE +/-1" TOLERANCE, THE CONTRACTOR
MAY MOVE THE SAWCUT TO EL.575 AND PLACE THE PANEL OVER 1"
OF GROUT, RESTING ON EXISTING CONCRETE
MATCH EXISTING
SLOPE AS REQUIRED TO
GROUTING
@ 2'-0" O.C. (MAX.)
STEEL SHIMS (6" X 1" MAX.)
#6 DOWELS @ 12" O.C.
EXISTING CONCRETE
REMOVAL LINE
CONCRETE
REMOVAL LINE
CONCRETE
TO REMAIN
REINFORCEMENT
EXISTING #6
NEW #6 @ 12"
6" GROUTING
STAY IN PLACE FORM
LONGER TO USE AS A
1-1/4"X6" MIN OR
EXPANSION JOINT FILLER
OVER BACKER ROD OVER
JOINT SEALANT (¼" RECESS)
EXPANSION CAP
EXPANSION JOINT FILLER
OVER BACKER ROD OVER
JOINT SEALANT (¼" RECESS)
SIDE OF DOWEL
GREASE THIS
BACKER ROD
OVER 3/8"Ø
JOINT SEALANT
DETAIL A
@ 12" O.C. (CENTERED)
DOWEL GREASED ONE SIDE
COATED SMOOTH
1" Ø x 18" LONG EPOXY
EPOXY COATED @ 12" O.C.
1"Ø x 18" LONG SMOOTH DOWEL of Engineers ®
SHEET ID
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CERTIFIED FINAL DOCUMENTS - RTA
_S
-9
.R
VT
1. INSTALL COFFERDAM
1A. SEAL COFFERDAM
1B. DEWATER COFFERDAM
2. REMOVE CONCRETE
2A. CLEAN CONCRETE AND EXPOSED REINFORCEMENT AND PREPARE FOR GROUTING
NOTE: THIS CONSTRUCTION SEQUENCE IS FOR INFORMATION ONLY. THE CONTRACTOR MUST SUBMIT CONSTRUCTION SEQUENCING IN ACCORDANCE TO SECTION 31 23 19, PROTECTION AND DEWATERING.
COFFERDAM REQUIREMENTS ARE SHOWN ON SHEET SD-301.
4. MOVE COFFERDAM AND REPEAT3. INSTALL STEEL PLATE
3A. LEVEL AND ALIGN STEEL PLATE
3B. INSTALL TEMPORARY SUPPORTS AND STRONG BACKS FOR GROUTING
3C. INSTALL PERMANENT ANCHORS
3D. SEAL ALL EDGES AND IRREGULAR SURFACES
3E. FULLY GROUT VOID BEHIND STEEL PLATE
1 OVERALL DEMO AND COFFERDAM REQUIREMENTS
L
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INDEX DRAWING OF THE LOCK
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| ChgoLock Chamber Wall Repair - Civil Sheets_13 AUG |
| 114419_SD-101 |
| 114419_SD-301 |
| 114419_SD-501 |
| 114419_S-101 |
| 114419_S-102 |
| 114419_S-103 |
| 114419_S-104 |
| 114419_S-105 |
| 114419_S-501 |
| 114419_S-502 |
| 114419_S-503 |
| 114419_S-504 |
| 114419_S-505 |
| 114419_S-901 |
| Sheets |
| S-901 - CONSTRUCTION SEQUENCE 3D Representation |
| 114419_R-101 |
| 114419_R-102 |
| 114419_R-103 |
| 114419_R-104 |
| 114419_R-105 |
| 114419_R-106 |
| 114419_R-107 |
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