Attachment 5_ LD24 Service Bridge and Tainter Gate Rehab Plan Set.pdf

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2023/05/10

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PIKE COUNTY, MISSOURI

UPPER MISSISSIPPI

SERVICE BRIDGE AND TAINTER GATE REHAB

LOCK AND DAM NO. 24

W912P9-23-R-0023

JUNE 2023

ST. LOUIS DISTRICT

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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G-001 COVER SHEET

S-001

M-101

E-101

G-003

INDEX OF DRAWINGS

PROJECT LOCATION AND VICINITY MAPS

H-001 DAM 24 POOL AND TAILWATER STAGE HYDROGRAPHS 1939 TO 1953

H-002

H-003

H-004

H-005

DAM 24 POOL AND TAILWATER STAGE HYDROGRAPHS 1954 TO 1968

DAM 24 POOL AND TAILWATER STAGE HYDROGRAPHS 1969 TO 1983

DAM 24 POOL AND TAILWATER STAGE HYDROGRAPHS 1984 TO 1998

DAM 24 POOL AND TAILWATER STAGE HYDROGRAPHS 1999 TO 2013

M-102

M-103

M-104

M-501

M-502

M-503

M-504

M-505

M-506

G-004

G-005

S-002

SB-401 DAM 24 - SERVICE BRIDGE PAINTING

GENERAL NOTES

SB-501

SG-701

SG-702

SG-703

INDEX OF REFERENCE DRAWINGS

L24 CHAIN GUARD LIMIT SWITCH PLAN

E-601

E-602

E-603

E-604

L24 TAINTER GATE SCHEMATIC, SHEET 1

L24 TAINTER GATE SCHEMATIC, SHEET 2

L24 TAINTER GATE WIRING DIAGRAM

L24 TAINTER GATE REMOTE PLC RACK WIRING DIAGRAM, TYPICAL

S-003

DAM 24 - MACHINERY ASSEMBLY ELEV. - CHAIN LOCKER & MISC. DETAILS.

DAM 24 - T-GATE MACH'Y - POCKET WHEEL PLAN, SECTS & DTLS.

DAM 24 - CHAIN STRIPPER GUARD MTG. BRACKET & MISC. DTLS.

DAM 24 - GATE CONNECTION ASSEMBLY

DAM 24 - GATE CONNECTION DETAILS

DAM 24 - MISCELLANEOUS DETAILS

DAM 24 - POCKET WHEEL SHAFT GEAR

DAM 24 - GOVERNMENT FURNISHED EQUIPMENT

SG-601

DAM 24 - PLAN AND ELEVATION - REPAIR LOCATIONS

DAM 24 - TAINTER GATE MACHINERY - MACHINERY REMOVAL PLAN

SB-502

DAM 24 - RIVET REPLACEMENT CRITERIA

DAM 24 TAINTER GATES - WORK ACCESS PLAN

SG-704

SG-705

DAM 24 SERVICE BRIDGE - BEARING SHOE BOLT REPLACEMENT

DAM 24 SERVICE BRIDGE - GUSSET PLATE REPAIR

DAM 24 SERVICE BRIDGE - CRANE RAIL REPAIRS PLAN AND DETAILS

DAM 24 TAINTER GATES - REPAIR SCHEDULE

DAM 24 TAINTER GATES - SKIN PLATE CRACK AND BOLTED COVER PLATE REPAIR ELEVATION AND DETAILS

DAM 24 TAINTER GATES - CHAIN GUIDE ASSEMBLY ELEVATION, SECTIONS, AND DETAIL

SG-706 DAM 24 TAINTER GATE 3 - BOTTOM STRUT REPAIR PLAN, ELEVATION, SECTIONS AND DETAILS

SG-707 DAM 24 TAINTER GATES - UPPER SKIN PLATE DAMAGE REPAIR PLAN, ELEVATION, SECTIONS, AND DETAILS

SG-708

H-006 DAM 24 POOL AND TAILWATER STAGE HYDROGRAPHS 2014 TO PRESENT

DAM 24 TAINTER GATES - END SHIELD REPAIRS ELEVATION AND DETAILS

DAM 24 TAINTER GATES - WORK ACCESS ELEVATIONS AND SECTION

DAM 24 - T-GATE MACHINERY - POCKET WHEEL SHAFT, BUSHING, KEYWAY & SECTIONS

ACCESS AND STAGING AREA - CONSTRUCTION LIMITS

SG-709 DAM 24 TAINTER GATES - INTERIOR MEMBER REPLACEMENT SECTION

DAM 24 TAINTER GATES - BOTTOM STRUT DEBRIS DEFLECTOR, ELEVATION, SECTIONS, AND DETAILS

G-002

SB-503

INDEX OF DRAWINGS

TITLESHT TITLESHT SHT

GENERAL

STRUCTURAL - GENERAL

MECHANICAL

ELECTRICAL

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HYDRAULIC

SD-101

SB-201

SB-202

SB-203

SB-301

SB-302

SB-303

SB-304

GEOTECHNICAL

NOT USED

CIVIL

NOT USED

CONCRETE DEMOLITION

CONCRETE REHABILITATION

CONCRETE FRAME ELEVATIONS

CONCRETE DETAILS

TEMPORARY BRIDGE SUPPORT SHEET 1 OF 2

TEMPORARY BRIDGE SUPPORT SHEET 2 OF 2

SEQUENCE OF OPERATIONS TO SUPPORT TAINTER GATE

INSTALLATION AND REMOVAL PROCEDURES FOR TEMPORARY BRIDGE SUPPORT

E-102 LIGHTING PLAN

E-103 INCLINOMETER PLAN

STRUCTURAL - SERVICE BRIDGE

STRUCTURAL - TAINTER GATES

G-006 SYMBOLS & ABBREVIATIONS

SB-204

SB-205

MISCELLANEOUS DETAILS

REINFORCEMENT DETAILS

DAM 24 - TAINTER GATE MACHINERY - MACHINERY ASSEMBLY PLAN

M-507

M-601

DAM 24 - TAINTER GATE MACHINERY - MACHINERY ASSEMBLY DETAIL

2023/05/09

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REFERENCE

TITLE

INDEX OF REFERENCE DRAWINGS

REFERENCE REFERENCE

TAINTER GATE BULKHEAD PICKUP BOOM

TAINTER GATE BULKHEAD PICKUP BOOM DETAILS

TAINTER GATE BULKHEAD PICKUP LATCH DETAILS

TAINTER GATE BULKHEAD PICKUP LATCH DETAILS AND PARTS LIST

GENERAL PLAN

DESIGN DATA - TAINTER GATE PIER

DESIGN DATA - ABUTMENT PIER NO. 16

GENERAL ARRANGEMENT - TAINTER GATE

MASONRY - PLAN AND ELEVATION - PIER NO. 1

MASONRY - DETAILS PIER NO. 1

MASONRY - PLAN AND ELEVATIONS PIERS NO. 2 TO 15 INCLUSIVE

REINFORCING - PIERS NO. 2 TO 15 INCLUSIVE

REINFORCING DETAILS - PIERS NO. 2 TO 15 INCLUSIVE

MASONRY - PLAN AND ELEVATION ABUTMENT PIER NO. 16

MASONRY - SECTIONS - ABUTMENT PIER NO. 16

REINFORCING - ELEVATIONS & SECTIONS ABUTMENT PIER NO. 16

MASONRY - PLAN AND ELEVATIONS PIER NO. 17

STORAGE YARD - STEEL RETAINING WALLS

STORAGE YARD - PAVING AND TRACK DETAILS

NOSE PLATES, LADDERS AND MISCELLANOUS DETAILS

TAINTER GATE-FIXED METAL-RIVETED TRUNNOIN SHAFT ASSEMBLY PIERS NO. 2 TO 15 INCLUSIVE

TAINTER GATE - FIXED METAL - BULKHEAD BEARING ASSEMBLY

UPLIFT PRESSURE PIPES

STORAGE YARD - EARTHWORK AND STONE PROTECTION

SERVICE BRIDGE - DESIGN DATA

SERVICE BRIDGE - SPANS OVER TAINTER GATES D. S. GIRDER

SERVICE BRIDGE - SPANS OVER TAINTER GATES U. S. GIRDER

SERVICE BRIDGE - SPANS OVER TAINTER GATES SECTIONS

SERVICE BRIDGE - SPANS OVER TAINTER GATES SECTIONS

SERVICE BRIDGE - SPANS OVER TAINTER GATES ANCHOR. DTLS.

SERVICE BRIDGE - SPANS OVER T-GATE PLATFORM AT PIER NO. 1

SERVICE BRIDGE - SPANS OVER TAINTER GATE PLATFORM AT INTERMEDIATE PIERS

SERVICE BRIDGE EXTENSION - GROUND PLAN

SERVICE BRIDGE EXTENSION - DECK PLAN AND ELEVATIONS

SERVICE BRIDGE EXTENSION - SPAN DETAILS

SERVICE BRIDGE EXTENSION - SPAN SECTIONS

SERVICE BRIDGE EXTENSION - PLATFORM AT PIER NO. 17

CONDUIT INSTALLATION - PIERS NO. 1 TO 17 INCLUSIVE

CONDUIT INSTALLATION - STORAGE YARD

TAINTER GATE CONTROL SYSTEM

ELECTRICAL EQUIPMENT INSTALLATION TAINTER GATE SPAN

LIMIT SWITCH INSTALLATION DETAILS

ELECTRICAL HEATER INSTALLATION

EMERGENCY BULKHEADS - DESIGN DATA

UPSTREAM EMERGENCY BULKHEADS GIRDER DETAILS

UPSTREAM EMERGENCY BULKHEADS HOUSING AND SEAL DETAILS

UPSTREAM EMERGENCY BULKHEADS ROLLER AND PARTS DETAILS

TAINTER GATE BULKHEAD PICKUP ASSEMBLY

SPEED REDUCER, HANGER, CHAIN GUARD AND PARTS LIST

CHAIN RACK, HOISTING UNIT, AND MOTOR SUPPORTS

TAINTER GATE OPERATING MACHINERY BEARINGS AND BUSHINGS

TAINTER GATE OPERATING MACHINERY LIFTING CHAIN AND CONNECTIONS

TAINTER GATE OPERATING MACHINERY SHAFTS, KEYS AND BEARNING

80'x25' TAINTER GATE - RIVETED POSITION & CLEARANCE DIAGRAM

80'x25' TAINTER GATE - RIVETED SECTION AT END SHIELD

TAINTER GATE OPERATING MACHINERY GENERAL ARRANGEMENT

TAINTER GATE BULKHEAD PICKUP LATCH AND SHEAVE DETAILS

UPSTREAM EMERGENCY BULKHEADS T-GATE PICKUP LUG DETAILS

SITE PLAN - CONSTRUCTION LIMITS

CONCRETE DEMOLITION

CONCRETE REHABILITATION - SHEET 1 OF 2

CONCRETE REHABILITATION - SHEET 2 OF 2

CONCRETE CAP ON TRUNNION PIN

MISCELLANEOUS DETAILS

REPLACEMENT BULKHEAD SHEET 1 OF 7

REPLACEMENT BULKHEAD SHEET 2 OF 7

REPLACEMENT BULKHEAD SHEET 4 OF 7

REPLACEMENT BULKHEAD SHEET 5OF 7

REPLACEMENT BULKHEAD SHEET 6 OF 7

REPLACEMENT BULKHEAD SHEET 7 OF 7

REPLACEMENT BULKHEAD SHEET 3 OF 7

TAINTER GATE DEMOLITION DETAILS

TAINTER GATE DEMOLITION DETAILS SKIN PLATE ELEVATION

TAINTER GATE RECONSTRUCTION DETAILS

TAINTER GATE RECONSTRUCTION DETAILS

RACEWAY TABLE

TAINTER GATE MOTOR CONTROL SCHEMATICS

TAINTER GATE CONTROLLER ELEVATION AND DETAILS

RACEWAY TABLE

80'x25' TAINTER GATE - RIVETED DIMENSION DATA SHEET

80'x25' TAINTER GATE - RIVETED UPSTREAM SKIN PLATES

TAINTER GATE OPERATING MACHINERY SPROCKET, GEARS AND PINIONS

80'x25' TAINTER GATE - RIVETED TYPICAL CROSS SECTION

80'x25' TAINTER GATE - RIVETED RUBBER SEAL ARRANGEMENT

80'x25' TAINTER GATE - RIVETED MISCELLANEOUS DETAILS

80'x25' TAINTER GATE - RIVETED DOWNSTREAM SKIN PLATES

80'x25' TAINTER GATE - RIVETED TRUNNION CASTING

EXISTING TAINTER GATE TYPICAL TRANSVERSE FRAMING

TAINTER GATE SEALS

80'x25' TAINTER GATE - RIVETED GENERAL ELEVATIONS AND SECTIONS

80'x25' TAINTER GATE - RIVETED UP AND DOWNSTREAM SKIN PLATES

TAINTER GATE RECONSTRUCTION DETAILS SKIN PLATE DETAILS

RS-147

RS-101

RS-102

RS-103

RS-104

RS-105

RS-106

RS-107

RS-108

RS-109

RS-110

RS-111

RS-112

RS-113

RS-114

RS-115

RS-116

RS-117

RS-118

RS-119

RS-122

RS-123

RS-124

RS-125

RS-126

RS-127

RS-128

RS-129

RS-130

RS-131

RS-132

RS-133

RS-134

RS-135

RS-138

RS-139

RS-140

RS-141

RS-142

RS-143

RS-144

RS-148

RS-146

RS-145

RS-242

RS-243

RS-260

RS-149

RS-150

RS-151

RS-152

RS-153

RS-154

RS-155

RS-156

RS-157

RS-158

RS-159

RS-160

RS-161

RS-162

RS-163

RS-164

RS-165

RS-166

RS-167

RS-252

RS-253

RS-254

RS-255

RS-256

RS-233

RS-234

RS-235

RS-173

RS-240

RS-241

RS-244

RS-245

RS-246

RS-247

RS-248

RS-250

RS-251

RS-257

RS-261

RS-249

RS-265

RS-264

RS-263

RS-262

RS-266

RS-300

RS-301

RS-302

RS-303

RS-304

RS-305

RS-306

RS-307

RS-308

RS-309

RS-310

RS-311

RS-312

RS-313

RS-314

RS-315

RS-316

RS-317

RS-318

RS-319

RS-320

RS-321

RS-322

RS-323

RS-324

RS-325

RS-326

RS-327

RS-328

RS-329

RS-330

RS-331

RS-332

RS-333

RS-334

RS-335

RS-336

BRIDGE COLUMN REPAIRS - COVER SHEET

BRIDGE COLUMN REPAIRS - VICINITY MAP AND INDEX OF DRAWINGS

BRIDGE COLUMN REPAIRS - GENERAL NOTES

BRIDGE COLUMN REPAIRS - CONCRETE DEMOLITION

BRIDGE COLUMN REPAIRS - HAZARDOUS MATERIALS ABATEMENT PLAN

BRIDGE COLUMN REPAIRS - PANELBOARD SCHEDULES

BRIDGE COLUMN REPAIRS - LIGHTING FIXTURE AND PANELBOARD SCHEDULE

BRIDGE COLUMN REPAIRS - LIGHTING ONE-LINE DIAGRAM

BRIDGE COLUMN REPAIRS - LOCAL CONTROL STATION SCHEDULE & DETAILS

BRIDGE COLUMN REPAIRS - WIRING DIAGRAM DAM TAINTER GATES

BRIDGE COLUMN REPAIRS - TAINTER GATE CONTROLLER ELEVATION AND DETAILS

BRIDGE COLUMN REPAIRS - MOTOR CONTROL SCHEMATICS TAINTER GATES

BRIDGE COLUMN REPAIRS - INSTRUMENTATION DETAILS

BRIDGE COLUMN REPAIRS - RACEWAY TABLE

BRIDGE COLUMN REPAIRS - CONDUIT AND RACEWAY STORAGE YARD

BRIDGE COLUMN REPAIRS - CONDUIT AND RACEWAY PLAN DAM PIERS AND SERVICE BRIDGE

BRIDGE COLUMN REPAIRS - ONE-LINE DIAGRAM (DAM)

BRIDGE COLUMN REPAIRS - SYMBOLS & ABBREVIATIONS

BRIDGE COLUMN REPAIRS - TAINTER GATE ANCHORAGE RECESS

BRIDGE COLUMN REPAIRS - SPREADER BEAM

BRIDGE COLUMN REPAIRS - REPLACEMENT BULKHEAD SHEET 7 OF 7

BRIDGE COLUMN REPAIRS - REPLACEMENT BULKHEAD SHEET 6 OF 7

BRIDGE COLUMN REPAIRS - REPLACEMENT BULKHEAD SHEET 5 OF 7

BRIDGE COLUMN REPAIRS - REPLACEMENT BULKHEAD SHEET 4 OF 7

BRIDGE COLUMN REPAIRS - REPLACEMENT BULKHEAD SHEET 3 OF 7

BRIDGE COLUMN REPAIRS - REPLACEMENT BULKHEAD SHEET 2 OF 7

BRIDGE COLUMN REPAIRS - REPLACEMENT BULKHEAD SHEET 1 OF 7

BRIDGE COLUMN REPAIRS - PROCEDURES FOR TEMPORARY BRIDGE SUPPORT

BRIDGE COLUMN REPAIRS - SEQUENCE OF OPERATIOS TO SUPPORT TAINTER GATE

BRIDGE COLUMN REPAIRS - TEMPORARY BRIDGE SUPPORT SHEET 2 OF 2

BRIDGE COLUMN REPAIRS - TEMPORARY BRIDGE SUPPORT SHEET 1 OF 2

BRIDGE COLUMN REPAIRS - MISCELLANEOUS DETAILS

BRIDGE COLUMN REPAIRS - CONCRETE CAP FINISH ELEVATIONS

BRIDGE COLUMN REPAIRS - CONCRETE CAP ON TRUNNION PIN

BRIDGE COLUMN REPAIRS - CONCRETE REHABILITATION SHEET 2 OF 2

BRIDGE COLUMN REPAIRS - CONCRETE REHABILITATION SHEET 1 OF 2

BRIDGE COLUMN REPAIRS - SITE PLAN

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SCALE: NTS

PROJECT LOCATION MAP - LOCK AND DAM 24 VICINITY MAP

A8

BULKHEAD STORAGE YARD

LOCK AND DAM NO. 24

AUXILLARY LOCK

MAIN LOCK

SITE ACCESS VIA LEWIS STREET

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®of Engineers

US Army Corps

U .S

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LEGEND

DISTRICT BOUNDARIES

L/D

L/D

L/D

L/D

SPRINGFIELD

CHESTER

STE.GENEVIEVE

PADUCAHCAIRO

MURPHYSBORO

CARLYLE

VANDALIA

SHELBYVILLE

ST.CHARLES

HERMANN

TROY

HARDIN

HANNIBAL

ST.LOUIS

EAST

ST.LOUIS

HAVANA

PEORIA

NEW

LONDON

I L L I N O I S

KY

M I S S O U R I

IOWA

JEFFERSON CITY

UNION

ALTONM

I S S

O U

R

I RIVER

UIVR

E

C

MARK TWAIN

LAKE

B O

U

R B

S E

R

E U

MERA

M

E

. B

G

B

A

K

LAKE

WAPPAPELLO

REND

LAKE

BIG

M

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OHIO

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K A

S K

A S

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CARLYLE

LAKE

LAKE

SHELBYVILLE

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M I S S I S S I P P I

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CLARKSVILLE, MO

LOCK AND DAM NO. 24

PROJECT LOCATION

CLARKSVILLE, MO

LOCK AND DAM NO. 24

PROJECT LOCATION

SEE SHEET G-005 FOR WORK AND STAGING AREAS.2.

FOR PROJECT AREA INFORMATION, SEE SPECIFICATIONS.1.

GENERAL NOTES

MAINTENANCE BUILDINGS

CONTROL HOUSE

SECURITY GATE

GOVERNMENT PARKING

BURLINGTON NORTHERN - SANTA FE RAILROAD

AUTOMATED GATE

UPPER GUIDE WALL

GUARDWALL

STATE LINE

BULKHEAD STORAGE YARD

SUBMERSIBLE DIKE

SECURITY GATE

CONSTRUCTION LIMITS

CONTRACTOR FLOATING PLANT

AREA AVAILABLE FOR MOORING

STREET IN CLARKSVILLE, MO

PARKING OVERFLOW IS ON FIRST

PARK IN DESIGNATED SPACES ONLY

CONTRACTOR EMPLOYEE PARKING

CONTRACTOR'S OFFICE TRAILER

LOWER GUIDE WALL

HEIGHT)

LINK FENCING (6'-0" MINIMUM

CONTRACTOR SHALL INSTALL CHAIN

CONTRACTOR STORAGE AREA

EXISTING WALKWAY

LOWER PROTECTION CELL

CONTRACTOR BARGE LANDING AREA

EXISTING GAZEBO

(M A

X

(MAX)

70'-0"

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GATE #1

GATE #2

GATE #3

GATE #4

GATE #5

GATE #6

GATE #7

GATE #8

GATE #9

GATE #10

GATE #11

GATE #12

GATE #13

GATE #14

GATE #15

F L

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MISSOURI ILLINOIS

®of Engineers

US Army Corps

U .S

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GENERAL NOTES

24,000 SQUARE FEET.

STORAGE AREA ADJACENT TO THE EXISTING GAZEBO IS APPROXIMATELY 10.

STORAGE AREAS.

CONTRACTOR IS RESPONSIBLE FOR SNOW REMOVAL IN WORK AND 9.

ACCUMULATE.

STORAGE AREA. DEBRIS AND WASTE SHALL NOT BE ALLOWED TO

CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP OF WORK AND 8.

CONTRACTOR STORAGE AREA IS AVAILABLE FOR DURATION OF CONTRACT.7.

ONLY RUBBER TIRED VEHICLES ALLOWED ON SUBMERSIBLE DIKE.6.

SHALL BE KEPT CLOSED AND LOCKED AT ALL OTHER TIMES.

SECURITY GATE SHALL BE OPENED ONLY FOR CONSTRUCTION ACCESS AND

AND MUST BE KEPT CLEAR FOR ACCESS BY GOVERNMENT PERSONNEL.

THE SUBMERSIBLE DIKE SHALL NOT BE USED FOR STORAGE OF MATERIAL 5.

CONTRACTOR SHALL GRADE AND SEED AFFECTED AREAS.

CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING WALKWAY. 4.

SHALL NOT INTERFERE WITH COMMERCIAL OR GOVERNMENT TRAFFIC.

BARGES SHALL BE A MAXIMUM COMBINED WIDTH OF SEVENTY FEET AND 3.

NO BARGE SHALL BE PLACED UPSTREAM OF THE LOWER PROTECTION CELL.

CONTRACTOR SHALL NOT PLACE BARGES BEHIND THE LOWER GUIDE WALL. 2.

CONTRACTING OFFICER.

EXACT LOCATION OF ALL STAGING AREAS SHALL BE APPROVED BY THE 1.

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DRAWING/DETAIL LOCATION DESIGNATION

DRAWING/DETAIL TITLE

SCALE

FIRST REFERENCED

SHEET NUMBER DESIGNATION WHERE

DRAWING/DETAIL LIMITS

DETAIL LOCATION DESIGNATION

SIMILAR, OR OPPOSITE HAND

SHEET NUMBER DESIGNATION WHERE

SECTION/DETAIL LOCATION DESIGNATION

SHOWN

SHEET NUMBER DESIGNATION WHERE (DRAWN)

ELEVATION/DETAIL LOCATION DESIGNATION

SHOWN

SHEET NUMBER DESIGNATION WHERE (DRAWN)

(DRAWN) SHOWN

SHEET NUMBER DESIGNATION WHERE

ELEVATION/DETAIL LOCATION DESIGNATION

ROOM NAME

ROOM NUMBER

INDICATES PLAN NORTH

INDICATES TRUE NORTH

SCALE: 1/8" = 1'-0"

DRAWING NAME

L

IC

IT

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D E

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

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WATER MAINWM

WOODWD

WIDTHW

UNDERGROUNDUGND

UNLESS NOTED OTHERWISEUNO

TYPICALTYP

TOP OF CONCRETETOC

TOP AND BOTTOMT&B

SYMMETRICALSYM

STAINLESS STEELSST

SPECIFICATIONSSPEC

SIMILARSIM

SANITARYSAN

RIVERWARDR/W

PLATEPL

OPPOSITE HANDOH

OUTSIDE FACEOF

ON CENTEROC

NUMBERNO

NEAR FACENF

NEW(N)

MISCELLANEOUSMISC

MIRROREDMIRR

MINIMUMMIN

MAXIMUMMAX

LANDWARDL/W

LAP SPLICE LENGTH IN TENSION OF REINFORCING BARLs

LONGLG

EXTENSION LENGTH OF HOOKED REINFORCING BAR PAST BEND DIAMETERLext

DEVELOPMENT LENGTH IN TENSION OF HOOKED REINFORCING BARLdh

DEVELOPMENT LENGTH IN TENSION OF REINFORCING BARLd

INSIDE FACEIF

HEIGHTHT

HOLLOW METALHM

INSTALLED

GOVERNMENT FURNISHED, CONTRACTOR GFCI

GALVANIZEDGALV

FLARED END SECTIONFES

FLOOR DRAIN FD

FAR FACEFF

EXISTINGEXIST

EACH WAYEW

ELEVATIONEL

EXPANSION JOINTEJ

EACH FACEEF

EXISTING(E)

DRAWINGDWG

DIAMETERDIA

DIAMETERD

NOMINAL DIAMETER OF REINFORCING BARdb

CONTRACTING OFFICERS REPRESENTATIVECOR

CONCRETECONC

COLUMNCOL

CLEAN OUTCO

CONCRETE MASONRY UNITCMU

CORRUGATED METAL PIPECMP

CONSTRUCTION JOINTCJ

CLEARCLR

CURB & GUTTERC&G

CENTER LINEC/L

BOTTOMBOT

BEAMBM

BITUMINOUSBITUM

ALUMINUMALUM

ALTERNATE WITHALT W/

APPROXIMATEAPPROX

ABOVE FINISH FLOORAFF

GENERAL SYMBOLS ABBREVIATIONS

SLOPE

HIGH POINT ROOF

MATCH LINE

LOUVER TYPE SYMBOL

ELEVATION TARGET

NORTH ARROW

REVISION CLOUD

REVISION DESIGNATION

COLUMN REFERENCE

BREAK LINE, MATERIAL

TO CONTINUE

NOT USED ON SHEET

KEYNOTE

ROOM INDENTIFIER

INTERIOR ELEVATION

DESIGNATION

EXTERIOR ELEVATION

DESIGNATION

SECTION/DETAIL

DESIGNATION

DETAIL DESIGNATION

NORTH

PLAN

NAME

ROOM

KEYNOTE#

LEVEL

L1

MATCHLINE

REF ##/#-###

FOR CONTINUATION

0'-00"

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SHEET ID

®of Engineers

US Army Corps

U .S

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CONDUITS LARGER THAN 1 1/2” SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED.16.

OPENINGS, POCKETS, ETC., LARGER THAN 6” NOT SHOWN ON THE STRUCTURAL DRAWINGS BUT LOCATED IN STRUCTURAL MEMBERS.

WALLS, UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE GOVERNMENT WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6” OR CLUSTERS OF SMALLER OPENINGS SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, OR 15.

MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC.

CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH

THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF 14.

PROVIDE 3/4”CHAMFER AT EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE.13.

MINIMUM OF 3 DIAMETERS.

CONDUITS AND PIPE SLEEVES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS. SPACE EMBEDDED CONDUITS AND SLEEVES AT A 12.

CONFLICT. CORING IN CONCRETE IS NOT PERMITTED. NOTIFY THE ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS.

PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY 11.

ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.10.

AGAINST WHICH NEW CONCRETE IS TO BE PLACED.

PLACEMENT OF CONCRETE SHALL CONFORM TO PROJECT SPECIFICATIONS. CLEAN AND ROUGHEN TO 1/4” AMPLITUDE ALL CONCRETE SURFACES 9.

CONCRETE MIXING OPERATION, ETC., SHALL CONFORM TO ASTM C-94.8.

SPECIFICATIONS. EXCEPTIONS MAY BE USED ONLY WITH THE PERMISSION OF THE GOVERNMENT.

AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF ASTM C-33 AND PROJECT 7.

PORTLAND-LIMESTONE CEMENT SHALL CONFORM TO ASTM C-595, TYPE IL, UNLESS NOTED OTHERWISE.6.

PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE II LOW ALKALI, UNLESS NOTED OTHERWISE.5.

CORROSION PROTECTION OF REINFORCEMENT CLASS C1

IN CONTACT WITH WATER CLASS W2

SULFATE CLASS S0

FREEZING AND THAWING CLASS F2

MAXIMUM AGGREGATE SIZE = 3/4"

NORMAL-WEIGHT

f'c = 5,000 PSI AT 28 DAYS

CONCRETE MIXES SHALL SATISFY THE FOLLOWING REQUIREMENTS:4.

CONCRETE MIXES SHALL BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER AND APPROVED BY THE GOVERNMENT. 3.

REINFORCED CONCRETE IS DESIGNED BY THE “ULTIMATE STRENGTH DESIGN METHOD.”2.

EDITION, 2020; AND ACI 318-19.

TH

ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE IBC; AASHTO LRFD, 91.

CONCRETE

SAMPLES TAKEN FROM PORTIONS OF THE TAINTER GATE STEEL TO BE REMOVED AS INDICATED IN THE PLANS AND SPECIFICATIONS.

INDICATED IN SECTION 05 50 14: STRUCTURAL METAL FABRICATIONS. WELD QUALIFICATION TESTS SHALL BE PERFORMED USING WELDING PROCEDURES, FOR ALL WELDS ASSOCIATED WITH THE TAINTER GATE REPAIRS, SHALL BE QUALIFIED BY TESTING AS 6.

WITH THE PROVISIONS OF THE AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE (AWS D1.1-2020).

UNLESS OTHERWISE NOTED, ALL GROOVE WELDED JOINTS SHALL BE COMPLETE PENETRATION GROOVE WELDS IN ACCORDANCE 5.

DISTORTION, AND SHALL BE SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER.

WELDING SEQUENCE AND TECHNIQUE OF WELDING SHALL BE CAREFULLY CONTROLLED TO MINIMIZE LOCKED-UP STRESSES AND 4.

OTHER FEATURES OF THE TECHNIQUES.

CONTRACTOR'S SPECIFICATIONS ACCOMPANYING WORK DRAWINGS SHALL BE SPECIFIC WITH REGARD TO THE FILLER METAL AND 3.

BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL IN ACCORDANCE WITH THE SPECIFICATIONS.

WELDING CODE (AWS D1.1-2020) AND INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED. DETAILED WELDING INFORMATION SHALL WELDING SYMBOLS AND WELD TESTING SYMBOLS ARE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY, STRUCTURAL 2.

WORKMANSHIP AND TECHNIQUE, WHERE APPLICABLE SHALL CONFORM TO THE AMERICAN WELDING SOCIETY (AWS D1.1-2020).

ALL WELDING SHALL BE ELECTRIC ARC WELDING, USING A METHOD WHICH EXCLUDES THE ATMOSPHERE FROM THE MOLTEN METAL. 1.

WELDING

THE REPLACEMENT STEEL MEMBERS SHALL BE FIELD VERIFIED ON TAINTER GATES.10.

EXTERIOR SHALL BE BLASTED AND PAINTED IN ACCORDANCE WITH THE SPECIFICATIONS.

AFTER ALL STRUCTURAL REPAIRS ARE PERFORMED ON THE TAINTER GATES, THE SURFACES OF THE TAINTER GATE INTERIOR AND 9.

NO.3.

ABRASIVE BLASTING ON THE NEW OR EXISTING STEEL SHALL HAVE A DEGREE OF CLEANLINESS EQUIVALENT TO SSPC SP6/NACE AROUND THE EXISTING RIVET HOLES OR NEW BOLT HOLES PRIOR TO INSTALLATION OF NEW HIGH STRENGTH BOLTS. THE LOCALIZED

" 2 1OR OTHER CONTRACT WORK, THE CONTRACTOR SHALL LOCALLY ABRASIVE BLAST THE EXISTING OR NEW STEEL FOR AN AREA 1

WHERE NEW BOLTS ARE REQUIRED TO BE INSTALLED ON THE EXTERIOR OF THE TAINTER GATE AS A PART OF RIVET REPLACEMENT 8.

GOVERNMENT.

CASTINGS TO THE GATE SHALL BE ABRASIVE BLASTED IN ACCORDANCE WITH THE SPECIFICATIONS, FOR INSPECTION BY THE AFTER REMOVAL OF THE EXISTING CHAINS, THE TAINTER GATE PICK-UP CASTINGS AND ALL RIVETS CONNECTING THE PICK-UP 7.

GOVERNMENT.

INTERIOR OF THE GATES SHALL BE ABRASIVE BLASTED IN ACCORDANCE WITH THE SPECIFICATIONS, FOR INSPECTION BY THE INTERIOR SHALL THEN BE CLEANSED BY HIGH PRESSURE WATER BLASTING. THE RIVET HEADS AND GUSSET PLATES ON THE THE CONTRACTOR SHALL REMOVE THE DEBRIS FROM THE INTERIOR OF THE TAINTER GATES AND DISPOSE OF PROPERLY. THE 6.

SPECIFICATIONS.

OTHERWISE NOTED. VERIFICATION OF TENSION IN ASTM F3125 GRADE A325 BOLTS SHALL BE PERFORMED IN ACCORDANCE WITH ALL HIGH STRENGTH ASTM F3125 GRADE A325 BOLTS SHALL BE PRETENSIONED IN ACCORDANCE WITH THE SPECIFICATION, UNLESS 5.

SHOWN ON THE DRAWINGS BY NO MORE THAN ¼ INCH.

DISTORTIONS DUE TO WELDING. ALLOWANCES SHALL BE MADE SUCH THAT THE GATES DO NOT VARY FROM THE DIMENSIONS DIMENSIONS SHOWN OR CALLED FOR ARE FINAL DIMENSIONS AND ALLOWANCES MUST BE MADE FOR MACHINING, SHRINKAGE AND 4.

REQUIREMENTS OF THE SPECIFICATIONS AND THE AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE (AWS D1.1-2020).

THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED STRUCTURAL STEEL MEMBERS SHALL BE IN ACCORDANCE WITH THE 3.

SURFACE FINISHES SHALL CONFORM TO ASME B46.1-2019 SURFACE TEXTURE.2.

STRUT REPAIR SHALL BE ASTM A709 GRADE 50F, SEE SPECIFICATIONS FOR IMPACT TESTING REQUIREMENTS.

ASTM A572 GRADE 50 OR ASTM A992 UNLESS OTHERWISE SPECIFIED. STRUCTURAL STEEL PLATES USED FOR TAINTER GATE BOTTOM STRUCTURAL STEEL PLATE SHALL BE ASTM A572 GRADE 50 UNLESS OTHERWISE SPECIFIED. STRUCTURAL STEEL SHAPES SHALL BE 1.

STRUCTURAL STEEL FOR SERVICE BRIDGE AND TAINTER GATE REHABILITATION

ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD-29).10.

THE GOVERNMENT PRIOR TO FABRICATION.

PLANS AND CALCULATIONS FOR PRODUCTS DESIGNED BY OTHERS (STAIRWAYS, CURTAIN WALLS, ETC.) MUST BE REVIEWED AND APPROVED BY 9.

PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE THE STRUCTURE HAS NOT ATTAINED ITS DESIGN STRENGTH.8.

ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE OF THE LATEST REVISION.7.

EXPENSE AND AT NO EXPENSE TO THE GOVERNMENT.

IN CONFLICT WITH THE CONTRACT DOCUMENTS, OR ANY CODE REQUIREMENTS, SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN ATTENTION OF THE GOVERNMENT PRIOR TO THE START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ALL DRAWINGS ARE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION 6.

ALL LEFT AND RIGHT DESIGNATIONS ARE FROM UPSTREAM LOOKING DOWNSTREAM.5.

REQUIREMENTS AND SHALL MAINTAIN RECORDS OF QUALITY CONTROL IN ACCORDANCE WITH THE SPECIFICATIONS.

THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A QUALITY CONTROL SYSTEM TO ASSURE COMPLIANCE WITH THE CONTRACT 4.

SPECIFICATIONS FOR THE ITEM OF WORK BEING FURNISHED.

WORKMANSHIP SHALL BE OF THE HIGHEST GRADE IN ACCORDANCE WITH THE BEST MODERN PRACTICES TO CONFORM TO THE 3.

THE CONTRACTOR SHALL VERIFY ALL ELEVATIONS AND DIMENSIONS IN THE FIELD BEFORE WORK BEGINS.2.

NECESSARILY REPRESENT ACTUAL FIELD CONDITIONS. REFERENCE DRAWINGS ARE NOT PRINTED TO SCALE.

UNDER THIS CONTRACT IS SHOWN ON THE REFERENCE DRAWINGS. BECAUSE THE DRAWINGS ARE NOT "AS BUILT", THEY DO NOT REFERENCE DRAWINGS ARE DRAWINGS OF RECORD, INCLUDED SOLELY FOR THE CONTRACTOR'S BENEFIT. NO REQUIRED WORK 1.

GENERAL

GENERAL NOTES

SEISMIC ZONE 1e.

= 0.102 g

D1 Sd.

= 0.192 g

DS

Sc.

0.084 g = s Ab.

SITE CLASS Ca.

EARTHQUAKE EFFECTS (EQ)10.

0.100 KIPS PER LINEAR FOOT ACTING AT 6.0 FEETa.

WIND LOAD ON LIVE LOAD (WL)9.

WIND EXPOSURE CATEGORY Db.

DESIGN 3-SECOND GUST WIND SPEED, V = 115 MPH (STRENGTH III)a.

WIND LOAD ON STRUCTURE (WS)8.

10% OF AXLE WEIGHT FOR CRANE WORKING OR CRANE STOWED ACTIVITYa.

VEHICULAR BRAKING FORCE (BR)7.

84.5 KIPS (MAX)CRANE STOWED

140.8 KIPS (MAX)CRANE WORKING

94.8 KIPS (MAX)BULKHEAD LIFT

LOAD IMPOSED ON DOWNSTREAM BRIDGE BEARING BY SERVICE CRANE ACTIVITYd.

94.1 KIPS (MAX)CRANE STOWED

145.6 KIPS (MAX)CRANE WORKING

275.2 KIPS (MAX)BULKHEAD LIFT

LOAD IMPOSED ON UPSTREAM BRIDGE BEARING BY SERVICE CRANE ACTIVITYc.

WHEEL LOADINGS INCLUDE 15% IMPACT.b.

AUGUST 5, 2020, WITH 20% INCREASE

BASIS OF DESIGN: LD25 SERVICE CRANE REPLACEMENT WHEEL LOADINGS BY BOWEN CONSULTING GROUP DATED a.

VEHICULAR LIVE LOAD (LL+IM)6.

117.3 KIPSLOAD IMPOSED ON DOWNSTREAM BRIDGE BEARINGb.

73.6 KIPSLOAD IMPOSED ON UPSTREAM BRIDGE BEARINGa.

TAINTER GATE LIVE LOAD (LL)5.

100 PSFSERVICE BRIDGE BEARING PLATFORM EL 471.00a.

LIVE LOAD SURCHARGE (LS)4.

SELF-WEIGHT OF STRUCTUREa.

DEAD LOAD OF STRUCTURAL COMPONENTS AND NONSTRUCTURAL ATTACHMENTS (DC)3.

CRITICAL/ESSENTIALa.

OPERATIONAL CLASSIFICATION2.

AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION, 2020a.

CODE1.

DESIGN CRITERIA FOR SERVICE BRIDGE CONCRETE REHABILITATION

STRUCTURAL STEEL FOR BUILDINGS.

ACCORDANCE WITH THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC 360) FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED BY AN APPROVED AND LICENSED FABRICATOR IN 12.

100% UT TEST IS REQUIRED FOR ALL COMPLETE PENETRATION GROOVE WELDS.11.

LBS AT A TEMPERATURE OF -20° F.

ALL WELD FILLER MATERIAL SPECIFIED AS “NOTCH TOUGH” SHALL HAVE A MINIMUM CHARPY-V NOTCH (CVN) VALUE OF 20 FT-10.

THE USE OF E70T-4 WELDING WIRE IS NOT PERMITTED.9.

FABRICATION. GALVANIZED SURFACES MAY BE LEFT UNPAINTED.

ALL EXPOSED STRUCTURAL STEEL AND MISCELLANEOUS METAL, INCLUDING ANCHORS, SHALL BE HOT DIP GALVANIZED AFTER 8.

WELDING PASS, TYPE OF WELDING ROD, AND AMOUNT OF TIME BETWEEN WELDING PASSES.

SPALLING OF CONCRETE. WELDING PROCEDURES AT THESE LOCATIONS SHALL TAKE INTO CONSIDERATION THE SIZE OF EACH SPECIAL CARE SHALL BE EXERCISED WHEN WELDING TO STEEL ITEMS EMBEDDED IN CONCRETE TO PREVENT CRACKING AND 7.

WITHOUT AN INDICATION OF SIZE, USE MINIMUM SIZE WELDS AS SPECIFIED IN AISC 360, SECTION J2.

WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WHERE FILLET WELD SYMBOL IS GIVEN 6.

SHALL BE IN CONFORMANCE WITH SPECIFICATIONS AND THE AWS D1.1.

ALL WELDING IS TO BE DONE BY AWS CERTIFIED WELDERS USING E70XX ELECTRODES, UNLESS NOTED OTHERWISE. ALL WELDS 5.

SHOP WELDS MUST BE PERFORMED IN A FABRICATOR’S SHOP LICENSED BY AN APPROVED AGENCY.4.

BOLT HOLES USED IN STEEL SHALL BE 1/16”LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT USED, EXCEPT AS NOTED.3.

APPROVAL BEFORE FABRICATION.

THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR ALL STEEL FOR GOVERNMENT REVIEW AND 2.

F1554 GRADE 55ANCHOR BOLTS

A108 TYPE BHEADED STUDS

A572 GRADE 50PLATES

A36 GRADE 36L SHAPES

A992 OR A572 GRADE 50Wx SHAPES, WT SHAPES

ALL STRUCTURAL STEEL SHALL CONFORM TO THE ASTM DESIGNATION AS INDICATED BELOW, UNLESS NOTED OTHERWISE:1.

STRUCTURAL STEEL FOR SERVICE BRIDGE CONCRETE REHABILITATION

CONCRETE PROTECTION FOR REINFORCEMENT, UNLESS NOTED OTHERWISE, SHALL BE 3 INCHES.11.

PRIOR TO PLACEMENT OF OVERLYING GRIDS OR REINFORCING STEEL.

SCHEDULED SO THAT PLACEMENT OF REINFORCING STEEL, CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE CORRECTED INSPECTION OF CONCRETE SHALL INCLUDE INSPECTION DURING INSTALLATION OF REINFORCING STEEL. INSPECTION SHALL BE 10.

MILL TEST REPORTS FOR GRADE 60 BARS SHALL BE SUBMITTED PRIOR TO PLACEMENT OF CONCRETE.9.

DRAWINGS SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO PLACING CONCRETE.

FOR APPROVAL PRIOR TO FABRICATION IN ACCORDANCE WITH THE SPECIFICATIONS AND APPLICABLE CODES. THESE COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE GOVERNMENT 8.

REINFORCED CONCRETE STRUCTURES, LATEST EDITION.

REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE ACI MANUAL OF STANDARD PRACTICE FOR DETAILING 7.

PLACING CONCRETE.

BARS IN SLABS SHALL BE SECURELY SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS, PRIOR TO 6.

AWS D1.4. REINFORCING BARS TO BE WELDED SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706.

WELDERS, USING E90XX OR APPROVED ELECTRODES. WELDING PROCEDURES SHALL CONFORM TO THE REQUIREMENTS OF WHERE WELDING OF REINFORCING IS APPROVED BY THE GOVERNMENT, IT SHALL BE PERFORMED BY AWS CERTIFIED 5.

ALL BARS SHALL BE MARKED SO THAT THEY CAN BE IDENTIFIED FOR THE FINAL IN-PLACE INSPECTION.4.

INTERSECTIONS. STAGGER ALL SPLICES UNLESS NOTED OTHERWISE ON PLANS.

REINFORCING BAR SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. LAP ALL HORIZONTAL BARS AT CORNERS AND 3.

BE MADE COLD.

BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCING BAR BENDS SHALL 2.

REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60.1.

REINFORCING STEEL

APPROVAL BEFORE STARTING CONSTRUCTION.

THE CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATIONS OF CONSTRUCTION JOINTS TO THE GOVERNMENT FOR 5.

REMOVED.

IMMEDIATELY BEFORE NEW CONCRETE IS PLACED, CONSTRUCTION JOINTS SHALL BE PRWETTED AND STANDING WATER 4.

SURFACES OF CONCRETE CONSTRUCTION JOINTS SHALL BE INTENTIONALLY ROUGHENED TO 1/4" AMPLUTIDE.3.

CONSTRUCTION JOINTS SHALL BE CLEANED AND LAITANCE REMOVED BEFORE NEW CONCRETE IS PLACED.2.

CONSTRUCTION JOINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS.1.

CONSTRUCTION JOINTS

1440' ±

15 - 80' TAINTER GATES

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SCALE: 1" = 50'-0"

DOWNSTREAM ELEVATION

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SHEET ID

- CONCRETE BRIDGE COLUMN REPLACEMENT

- CONCRETE BRIDGE COLUMN DEMOLITION

- CRANE RAIL REALIGNMENT

- REPLACE CRANE RAIL CLIPS

- WALKWAY GRATING REPLACEMENT

- RIVET REPLACEMENT AS NEEDED

- GUSSET PLATE REPAIR AS NEEDED

- BEARING SHOE BOLT REPLACEMENT

- CLEAN AND PAINT HOISTING SUPPORTS

- CLEAN AND PAINT MACHINERY SUPPORTS

- CLEAN AND PAINT SERVICE BRIDGE

SERVICE BRIDGE REPAIRS

- REHABILITATION OF THE HOIST AND BRAKE MOTORS

- CLEAN AND PAINT INTERIOR AND EXTERIOR

- REPLACE RIVETS AS NEEDED

- INTERIOR GATE MEMBER REPLACEMENT

- BOTTOM STRUT DEBRIS DEFLECTOR INSTALLATION

- UPPER SKIN PLATE DAMAGE REPAIR

- BOTTOM STRUT REPAIR (GATE 3 ONLY)

- END SHIELD REPAIRS

- SKIN PLATE CRACK REPAIRS AND BOLTED COVER PLATE INSTALLATION

- REMOVAL AND REINSTALLATION OF EXISTING SIDE SEALS

- INSTALL NEW LIMIT SWITCHES

- INSTALL CHAIN GUIDE ASSEMBLY, POCKET WHEELS, NEW CHAINS

TAINTER GATE REPAIRS

TAINTER GATE NO. 5TAINTER GATE NO. 4TAINTER GATE NO. 2TAINTER GATE NO. 1 TAINTER GATE NO. 7TAINTER GATE NO. 6 TAINTER GATE NO. 8TAINTER GATE NO. 3 TAINTER GATE NO. 9 TAINTER GATE NO. 10 TAINTER GATE NO. 11 TAINTER GATE NO. 12 TAINTER GATE NO. 13 TAINTER GATE NO. 14 TAINTER GATE NO. 15

BRIDGE SPAN 5BRIDGE SPAN 4BRIDGE SPAN 2BRIDGE SPAN 1 BRIDGE SPAN 7BRIDGE SPAN 6 BRIDGE SPAN 8BRIDGE SPAN 3 BRIDGE SPAN 9 BRIDGE SPAN 10 BRIDGE SPAN 11 BRIDGE SPAN 12 BRIDGE SPAN 13 BRIDGE SPAN 14 BRIDGE SPAN 15 SPAN 16

BRIDGE

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TAINTER GATE NO. 5TAINTER GATE NO. 4TAINTER GATE NO. 2 TAINTER GATE NO. 7TAINTER GATE NO. 6 TAINTER GATE NO. 8TAINTER GATE NO. 3 TAINTER GATE NO. 9 TAINTER GATE NO. 10 TAINTER GATE NO. 11 TAINTER GATE NO. 12 TAINTER GATE NO. 13 TAINTER GATE NO. 14 TAINTER GATE NO. 15TAINTER GATE NO. 1

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BRIDGE SPAN 1 BRIDGE SPAN 2 BRIDGE SPAN 3 BRIDGE SPAN 4

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®of Engineers

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50' 100'0

50' 100'0

WORK REQUIREMENTS ARE IDENTIFIED.

THIS SHEET IS INTENDED TO INDICATE MAJOR WORK ITEMS ONLY. NOT ALL 1.

GENERAL NOTES

LEGEND

CONCRETE BRIDGE COLUMN REHABILITATION

SECTION

D1

SCALE: NTS

PLAN

1¼"

"16

A

MIN

"W"D = ¾" Ø

D = ⅞" Ø

½

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¾ "Ø

⅝

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SHEET ID

GENERAL NOTES

NORMAL LOSS OF HEIGHT LOSS OF WIDTH LOSS OF AREA

NORMAL LOSS OF HEIGHT LOSS OF WIDTH LOSS OF AREA

A REPLACED RIVET.

REPLACEMENT SHALL BE INCLUDED AS PART OF THAT MEMBER AND NOT AS

RIVETS THAT ARE REMOVED AND REPLACED AS REQUIRED FOR MEMBER 9.

TIGHTENING PROCEDURES.

SPECIFICATIONS. A MINIMUM OF 2 THREADS SHALL BE BE EXPOSED AFTER

BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH REQUIREMENTS IN THE

BOLT HOLE SHALL MEET THE SIZE REQUIREMENTS OF AISC. REPLACEMENT

LARGER THAN THE DIAMETER OF THE REPLACEMENT BOLT. BOTH BOLT AND

" 16

1DRILLED HOLES FOR REPLACEMENT BOLTS SHALL BE NO MORE THAN

BOLTS. REAM OR DRILL HOLES FOR REPLACEMENT BOLTS. REAMED OR

RIVETS SHALL BE REPLACED WITH ASTM F3125 GRADE A325 HIGH STRENGTH 8.

SSPC SP6 NACE NO.3, IN ACCORDANCE WITH THE SPECIFICATIONS.

EXISTING STEEL SHALL HAVE A DEGREE OF CLEANLINESS EQUIVALENT TO

STRENGTH BOLTS. THE LOCALIZED ABRASIVE BLASTING ON THE NEW OR

HOLES OR NEW BOLT HOLES PRIOR TO INSTALLATION OF NEW HIGH

EXISTING OR NEW STEEL FOR AN AREA 1-1/2" AROUND THE EXISTING RIVET

CONTRACT WORK, THE CONTRACTOR SHALL LOCALLY ABRASIVE BLAST THE

THE TAINTER GATE AS A PART OF RIVET REPLACEMENT OR OTHER

WHERE NEW BOLTS ARE REQUIRED TO BE INSTALLED ON THE EXTERIOR OF 7.

REMOVAL OF RIVETS BY MEANS OF TORCHING IS PROHIBITED.6.

EFFECTIVE DURING REPLACEMENT PROCEEDINGS.

OF ONE HALF OF THE RIVETS AT EACH JOINT OR CRITICAL MEMBER SHALL BE

OFFICER SHALL DESIGNATE WHICH RIVETS SHALL BE REPLACED. A MINIMUM

TO THE CONTRACTING OFFICER FOR APPROVAL. THE CONTRACTING

THE CONTRACTOR SHALL PROVIDE SEQUENCING OF REPLACEMENT RIVETS 5.

BEEN CLEANED AND BLASTED FOR INSPECTION.

REPLACEMENT CRITERIA AFTER THE BRIDGE AND INTERIOR OF GATE HAVE

THE CONTRACTOR SHALL MARK EACH RIVET THAT MEETS THE 4.

WITH A HAMMER.

TESTED BY STRIKING THE RIVET HEAD TRANSVERSE TO THE RIVET SHANK

GATE SHALL BE EVALUATED FOR LOOSE RIVETS. LOOSE RIVETS SHALL BE

A REPRESENTATIVE SAMPLE OF 25% OF RIVETS IN EACH AREA OF BRIDGE OR 3.

DETERMINE IF THE RIVET IS POTENTIAL REPLACEMENT CANDIDATE.

THAT ALLOWS FOR QUICKLY MEASURING THE RIVET IN ORDER TO

FOR CRITERIA A, B, AND C, THE CONTRACTOR SHALL DEVELOP A METHOD 2.

F) RIVETS WITH ROSETTE HEADS

E) HEADLESS RIVETS

D) LOOSE RIVETS

C) CROSS HATCHED AREA IS LESS THAN 0.6 NORMAL RIVET HEAD AREA.

B) "W" IS LESS THAN 0.8 "A".

A) "H" IS LESS THAN 0.6 "G".

REPLACEMENT.

THE FOLLOWING CRITERIA SHALL BE FOLLOWED FOR POTENTIAL RIVET 1.

RIVET REPLACEMENT CRITERIA FOR SERVICE BRIDGE AND TAINTER GATES:

®of Engineers US Army Corps

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S-501

5'-0"5'-0"

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1'-6"

SCALE: 1/2" = 1'-0"

BRIDGE BEARING PLAN AT EL 471.00

A4

BRIDGE COLUMN PLAN AT EL 456.00

BRIDGE SUPPORT SECTION

A7

/2

8 1/2 "

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CURTAIN WALL BOTTOM CONNECTION

SCALE: 1-1/2" = 1'-0"

CURTAIN WALL TOP CONNECTION

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SHEET ID

9" CONC SLAB

C/L PIER

REMOVE & REINSTALL

TYP OF (4)

EXISTING BRIDGE BEARING

TYP OF (2)

BOLTS NOT SHOWN

L8x6x1/2

CURTAIN WALL, TYP

REMOVE & REINSTALL

ACCESS HATCH

TYP OF (4)

CONC COL BELOW

C/L PIER

AT PIER NOS 10, 12, 14, & 15

REROUTE CONDUIT PER E-103

DEMO SLAB DOWN TO EL 454.00

DEMO, TYP OF (4)

CONC COL 3'-0" x 3'-6"

C/L BRIDGE SUPPORTC/L BRIDGE SUPPORT

C/L BRIDGE GIRDER

C/L BRIDGE GIRDER

C/L BRIDGE GIRDER C/L BRIDGE GIRDER

(N) DOWNSTREAM COL, TYP

AS SHOWN TO INSTALL

DEMO PIER, STAIRS, AND SLAB

CONC STAIRS BEYOND

CURB WALL

CURTAIN WALL

CONC BM

CONC COL

CONC PIER

SEE NOTE 5, TYP

BEARING SHOE

EXISTING BRIDGE

DEMO PIER

PER PLAN

ADDITIONAL SLAB DEMO

SLAB DEMO

F L

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F L

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FLOW

TOP OF CONC

471.00

TOP OF SLAB

454.67

TOP OF PIER

454.00

TOP OF PIER

456.00

TOP OF PIER

456.00

TOP OF CONC

471.00

CONC PIER

8" TOPPING SLABCONC STAIRS

0 2' 4'1' 0 2' 4'1'

0 2' 4'1'

PIEZOMETER RISERS

SEE NOTE 11 REGARDING

TRILATERATION SURVEY POINT

SEE NOTE 10 REGARDING

TYP

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TOP OF SLAB

454.67

CURTAIN WALL

REMOVE & REINSTALL

STEEL THROUGH BOLT

1" DIA STAINLESS

BURN & CUT ANGLE

LEG TO REMAIN

REMOVE LEG

1' 2'0 6" 1' 2'0 6"

CURTAIN WALL

TO REMAIN

STEEL BEAM

TO REMAIN

STEEL ANGLE

(2) LOCATIONS

THREADED ROD

TOP OF STEEL

483.00

REMOVE & REINSTALL

EACH SIDE

NUT & WASHER

®of Engineers

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ANGLE BY TORCH CUTTING.

EXISTING L8x6x IS EPOXY BONDED TO THE CURTAIN WALL. REMOVE 9.

REMOVAL PROCESS MAY PROCEED.

THE INSTALLATION BY THE CONTRACTING OFFICER, THE CONCRETE

SUPPORTS ARE INSTALLED, AND UPON APPROVAL AND ACCEPTANCE OF

BRIDGE SUPPORTS HAVE BEEN INSTALLED. AFTER THE TEMPORARY BRIDGE

CONCRETE REMOVAL SHALL NOT BE STARTED UNTIL THE TEMPORARY 8.

EXISTING CONCRETE. SEE SPECIFICATIONS.

ALL EXISTING REINFORCEMENT AND DOWELS SHALL BE CUT FLUSH WITH 7.

THE NEW CONCRETE IS PLACED AND BRIDGE BEARINGS ARE REINSTALLED.

PANELS PRIOR TO CONCRETE DEMOLITION. REINSTALL PANELS AFTER

REMOVE AND STORE UPSTREAM AND DOWNSTREAM CURTAIN WALL6.

TEMPORARILY SUPPORT BRIDGE DURING DEMOLITION AND CONSTRUCTION.

REMOVE AND STORE BRIDGE BEARINGS PRIOR TO CONCRETE DEMOLITION. 5.

TEMPORARY BRIDGE SUPPORT DRAWINGS AND REQUIREMENTS.

TEMPORARILY SUPPORTING THE BRIDGE. REFER TO SB-300 SERIES FOR

FOR REFERENCE ONLY AND REPRESENT ONE POSSIBLE MEANS OF

REQUIREMENTS. TEMPORARY BRIDGE SUPPORT DRAWINGS ARE PROVIDED

GOVERNMENT REVIEW AND APPROVAL. SEE SPECIFICATIONS FOR

SUBMIT TEMPORARY BRIDGE SUPPORT DESIGN AND PLANS FOR

TEMPORARILY SUPPORT BRIDGE DURING DEMOLITION AND CONSTRUCTION. 4.

12, 14, AND 15.

CONCRETE REHABILITATION SHALL BE APPLICABLE FOR PIER NOS. 3, 7, 10, 11,

THE PROCEDURES AND DETAILS FOR THE CONCRETE DEMOLITION AND 3.

CONTRACTOR OPERATIONS.

PARTS FROM DUST AND PROTECT GATE MECHANICAL AND ELECTRICAL2.

G-006.

FOR GENERAL NOTES, SEE S-001. FOR SYMBOLS, AND ABBREVIATIONS, SEE 1.

PLAN NOTESLEGEND

CONCRETE DEMOLITION

EXISTING CONCRETE

EXISTING VERTICAL REINFORCEMENT

STEEL

REQUIREMENTS.

VERTICAL PLANES. SEE SPECIFICATION SECTION 02 41 00 FOR DEMOLITION

IS PROHIBITED. CUTS WILL BE STRAIGHT AND TRUE IN HORIZONTAL AND

13. EXTENT OF DEMOLITION IS DIMENSIONED ON THIS DRAWING. OVER CUTTING

PATCH OF EXISTING TOPPING SLAB).

NEW DOWNSTREAM COLUMN AND EXISTING 8-IN TOPPING SLAB (OR NEW

SLAB) TO ALLOW FOR INSTALLATION OF 1/2" EXPANSION JOINT BETWEEN

ABUTS EXISTING 8" TOPPING SLAB (OR NEW PATCH OF EXISTING TOPPING

DEMOLISH ADDITIONAL 1/2" IN PLAN WHERE NEW DOWNSTREAM COLUMN 12.

CONTINUE TO BE COLLECTED AS SCHEDULED.

SAFELY WITH NO AFFECT ON THE ONGOING CONSTRUCTION, THE DATA WILL

PIEZOMETER DATA ON A MONTHLY BASIS. IF DATA CAN BE COLLECTED

THE GOVERNMENT COLLECTS OPEN SYSTEM REPAIRS IF DAMAGE OCCURS.

IMPACTED OR DAMAGED. THE CONTRACTOR IS RESPONSIBLE FOR ALL

NOTIFY THE GOVERNMENT IMMEDIATELY IF RISERS ARE CONSTRUCTION.

BLOCKS. THE CONTRACTOR SHALL PROTECT THE INSTRUMENTS DURING

11 ON THE DOWNSTREAM PORTION OF THE PIER NEAR THE TRUNNION

OPEN SYSTEM PIEZOMETER RISERS ARE LOCATED AT PIER NUMBERS 6 AND 11.

CONSTRUCTION SURVEYS WITH THE CONTRACTING OFFICER.

GOVERNMENT. THE CONTRACTOR SHALL COORDINATE THE PRE- AND POST-

IDENTIFIED PIER, A SUBSEQUENT SURVEY WILL BE COMPLETED BY THE

SURVEY POINTS. FOLLOWING COMPLETION OF CONSTRUCTION ON EACH

TIME FOR THE GOVERNMENT TO COMPLETE A BASELINE SURVEY OF ALL

OCCURS. PRIOR TO DEMOLITION, THE CONTRACTOR SHALL ALLOW ENOUGH

DAMAGED. THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS IF DAMAGE

GOVERNMENT IMMEDIATELY IF SURVEY POINTS ARE IMPACTED OR

SHALL NOT IMPACT OR DAMAGE THE SURVEY POINTS. NOTIFY THE

EXERCISE CAUTION AROUND THE SURVEY POINTS. THE CONTRACTOR

THE CONTRACTOR SHALL CURTAIN WALLS AT APPROXIMATELY 483.00'.

TRILATERATION SURVEY POINTS ARE LOCATED ON TOP OF UPSTREAM 10.

PLAN NOTES (CONTINUED)

SD-101

A7

SD-101

A7

SD-101

E1

SD-101

E4

1'-4"2'-2"1'-6"

8"

/2

/2

/2

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6" CURB

WALL

6" CURB

2'-0"6'-0"2'-0"

1'-6"2'-2"2'-8"2'-2"1'-6"

3'-8"2'-8"3'-8"

7'-0" BRIDGE SPANBRIDGE SPAN

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7'-0" BRIDGE SPANBRIDGE SPAN

1'-6"2'-2"2'-8"2'-2"1'-6"

5'-0"5'-0"

/2

1'-4" 2'-2" 1'-6"

B2

BRIDGE BEARING PLAN AT EL 471.00

B5

SCALE: 1/2" = 1'-0"

BRIDGE BEARING REINFORCEMENT PLAN B8

SCALE: 1/2" = 1'-0"

BRIDGE COLUMN PLAN AT EL 456.00

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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

PER C1, C3/SB-204

1 1/2" DIA LADDER RUNG

F L

O W

F L

O W

F L

O W

RUNG BELOW

LADDER

TYP

GRIND WELDS SMOOTH

MITER CUT ANGLES

ANGLE FRAME

L2x2x1/4 EMBED

W8x28

W8x28

C/L PIER C/L BRIDGE SUPPORTC/L BRIDGE SUPPORT

C/L BRIDGE GIRDER

SEE NOTE 5

OVER 1 1/2" GRATING

5/16" CHECKERED PL

HATCH COVER

WALL, TYP

REINSTALL (E) CURTAIN

SEE NOTE 6

1" DIA DRAIN HOLE

ANGLE FRAME

L2x2x1/4 EMBED

C/L BRIDGE GIRDER

TOC EL = 472.50

EA SIDE

L8x6x1/2 LLV

TYP OF (4)

BEARING SHOE

REINSTALL (E) BRIDGE

FIXED END

C/L BRIDGE SUPPORT

EXPANSION END

C/L BRIDGE SUPPORT

FIXED END

C/L BRIDGE SUPPORT

EXPANSION END

C/L BRIDGE SUPPORT

BM HOOPS

BM HOOPS (3) #6 TOP(3) #6 TOP

(3) #6 TOP (3) #6 TOP

(3) #6 TOP

(3) #6 TOP

(3) #6 TOP (3) #6 TOP

BM REINF

BM REINF

BM REINF

BM REINF

C/L BRIDGE SUPPORTC/L BRIDGE SUPPORT C/L PIERC/L PIER C/L BRIDGE SUPPORTC/L BRIDGE SUPPORT

EXPANSION END

C/L BRIDGE SUPPORT

FIXED END

C/L BRIDGE SUPPORT

C/L BRIDGE GIRDER

C/L BRIDGE GIRDER

C/L BRIDGE

GIRDER

C/L…