A02.+JFC+TG+Monorail+Rehab_Painting+ReAdv+Plan+Set_DEC2022_Part1.pdf

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%PRODUCTION DATA 4%%PRODUCTION DATA 3%

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

2022/04/20 of Engineers

US Army Corps

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MODOC, IL

KASKASKIA RIVER

JERRY F. COSTELLO LOCK AND DAM

U.S. ARMY CORPS OF ENGINEERS

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Project Volume 1

May 2022

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TAINTER GATE AND MONORAIL BRIDGE REHAB AND PAINTING

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GENERAL

TITLESHT

STRUCTURAL

G-001

RS-100

COVER SHEET

G-002

G-003 PROJECT LOCATION AND VICINITY MAP

S-001

INDEX OF DRAWINGS, SYMBOLS LEGEND AND ABBREVIATIONS

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S-002

S-003

S-004

S-005

RS-101

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RS-112

RS-113

RS-114

RS-115

RS-116

RS-117

RS-118

RS-119

RS-120

RS-121

RS-122

RS-123

RS-124

RS-125

RS-126

K-1 40/3_ DAM MASONRY - PIER 2 GENERAL ARRANGEMENT

K-1 40/1_DAM MASONRY - PLAN , ELEV AND SECTIONS

K-1 40/7_SPILLWAY MONOLITH

K-1 40/8_DAM MASONRY - SPILLWAY PIER 1

K-1 40/12_SPILLWAY MONOLITH PIER 2

K-1 40/15_SPILLWAY MONOLITH PIER 3

K-1 45/1_TAINTER GATE GENERAL ARRANGEMENT

K-1 45/2_TAINTER GATE DETAILS 1

K-1 45/3_TAINTER GATE DETAILS II

K-1 45/4_TAINTER GATE DETAILS III

K-1 45/5_TRUNNION GIRDER DETAILS

K-1 46/2_TAINTER GATE OPERATING MACHINERY

K-1 46/4_TAINTER GATE MACHINERY BASE PIER 2

K-1 46/5_TAINTER GATE MACHINERY BASE PIERS 1 AND 3

K-1 46/6_TAINTER GATE MACHINERY DETAILS

K-1 46/7_TAINTER GATE MACHINERY PLATFORM CANOPY PIER 2

K-1 47/1_UPSTREAM SPILLWAY BULKHEADS

K-1 47/2_UPSTREAM SPILLWAY BULKHEADS

K-1 50/3_DAM ELECTRICAL DETAILS II

K-1 52/4_SPILLWAY BULKHEAD HANDLING EQUIPMENT

K-1 52/5_SPILLWAY BULKHEAD HANDLING EQUIPMENT

K-1 52/6_UPSTREAM MONORAIL SECTIONS AND DETAILS

K-1 52/7_DOWNSTREAM MONORAIL SECTIONS AND DETAILS

K-1 52/8_DOWNSTREAM MONORAIL SECTIONS AND DETAILS II

K-1 52/9_SPILLWAY BULKHEAD HANDLING EQUIPMENT

K-1 52/10_SPILLWAY BULKHEAD HANDLING EQUIPMENT

K-1 52/16_MECHANICAL EQUIPMENT DETAILS II

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S-502

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SITE PLAN

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STAGE HYDROGRAPH

STAGE HYDROGRAPH

STAGE HYDROGRAPH

STAGE HYDROGRAPH

OPTION 5 - CRANE GIRDER AND GIRDER SUPPORT PAINTING DETAILS

OPTION 6 - BULKHEAD PAINTING DETAILS

STRUCTURAL - TAINTER GATE DETAILS

STRUCTURAL - TAINTER GATE DETAILS

S-503

S-504

S-505 STRUCTURAL - TAINTER GATE SIDE SEAL REPLACEMENT ASSEMBLY DETAILS

STRUCTURAL - TAINTER GATE DETAILS

STRUCTURAL - TAINTER GATE CATHODIC PROTECTION

RS-127 K-1 52/17_MECHANICAL EQUIPMENT DETAILS III

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SHT

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8720-1_TAINTER GATES - TAINTER GATE EMBEDS

8720-2_TAINTER GATES - TAINTER GATE EMBEDS

8720-3_TAINTER GATES - SKIN PLATES

8720-4_TAINTER GATES - RUBBER SEALS & SEAL CLAMPS

8720-5_TAINTER GATES - GIRDERS

8720-6_TAINTER GATES - TRUNNION YOKES, PINS, THRUST PLATES & ROLLER BRACKETS

8720-7_TAINTER GATES - ARMS & TRUNNION

8720-9_TAINTER GATES - BRACING FOR TAINTER GATE GIRDERS

8720-10_TAINTER GATES - BRACING FOR GIRDERS

8720-11_TAINTER GATES - GREASE LINES

8720-12_TAINTER GATES - GREASE LINES

8720-8_TAINTER GATES - BRACING FOR TAINTER GATE GIRDERS

8720-A1_TAINTER GATES - ASSEMBLY DRAWING - GATE

8720-A2_TAINTERS GATES - ASSEMBLY DRAWING - TRUNNION

8720-A3_TAINTER GATES - ASSEMBLY DRAWING - GATE

8720-E1_TAINTER GATES - ANCHOR BOLT SETTING PLAN

TITLE

RESOURCE

BASE BID, OPTION 1, OPTION 2 & OPTION 3 - TAINTER GATE REPAIR AND PAINTING DETAILS

STRUCTURAL - OPTION 2 & OPTION 3 TAINTER GATE DETAILS

G-005 GENERAL NOTES

OPTION 4 & 5 - MONORAIL REPAIR AND PAINTING DETAILS

OPTION 4 & 5 - MONORAIL REPAIR AND PAINTING DETAILS

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STRUCTURAL - OPTION 5 DOWNSTREAM BRIDGE HANDRAIL DETAILS

STRUCTURAL - OPTION 5 DOWNSTREAM BRIDGE HANDRAIL DETAILS

STRUCTURAL - OPTION 4 & OPTION 5 MONORAIL BRIDGE REPAIR DETAILS

DRAWING/DETAIL LOCATION DESIGNATION

DRAWING/DETAIL TITLE

DRAWING NAME

1/8" = 1' 0"

(DRAWN) SHOWN

DRAWING/DETAIL LIMITS

DETAIL DESIGNATION

DESIGNATION

SECTION/DETAIL LOCATION DESIGNATION

SECTION/DETAIL

DESIGNATION

EXTERIOR ELEVATION

DESIGNATION

INTERIOR ELEVATION### ##

BREAK LINE, MATERIAL

TO CONTINUE

REVISION CLOUD

NORTH ARROW

REVISION DESIGNATION

ELEVATION/DETAIL LOCATION DESIGNATION

ELEVATION/DETAIL LOCATION DESIGNATION

DETAIL LOCATION DESIGNATION

SIMILAR, OR OPPOSITE HAND

SCALE

SHEET NUMBER DESIGNATION WHERE

X-XXX

(DRAWN) SHOWN

SHEET NUMBER DESIGNATION WHERE

NOT USED ON SHEET

SHOWN

SHEET NUMBER DESIGNATION WHERE (DRAWN)

SHOWN

SHEET NUMBER DESIGNATION WHERE (DRAWN)

FIRST REFERENCED

SHEET NUMBER DESIGNATION WHERE

CONCRETE

EARTH

STEEL

INDICATES TRUE NORTH

INDICATES PLAN NORTH

ABBREVIATIONS

NORTH

PLAN

KEYNOTE

KEYNOTE

G-002

YARDYD

WIDTHWTH

WEIGHTWT

WITHOUTW/O

WIDE FLANGEWF

WITHW/

VOLUMEVOL

VERTICALVERT

UNLESS NOTED OTHERWISEUNO

TYPICALTYP

TRANSVERSETRANS

TOLERANCETOL

TOP OFTO

THICK(NESS)THK

TEMPERATURETEMP

TOP AND BOTTOMT&B

SYMMETRICALSYMM

STRUCTURALSTRUCT

STEELSTL

STANDARDSTD

STAINLESS STEELSST

SPECIFICATIONSPEC

SPACINGSPA

SIMILARSIM

SECTIONSECT

SCHEDULESCHED

REQUIREDREQD

REINFORCEREINF

REFERENCEREF

RADIUSR

QUANTITYQTY

POINTPT.

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

PROJECTPROJ

POUNDS PER LINEAR FOOTPLF

PLATEPL

PERIMETERPERIM

POUNDS PER CUBIC FOOTPCF

OPPOSITEOPP

OPENINGOPNG

OUTSIDE DIAMETEROD

ON CENTEROC

NOT TO SCALENTS

NOMINALNOM

NUMBERNO

MISCELLANEOUSMISC

MINIMUMMIN

MEDIUMMED

MECHANICALMECH

MEMBERMBR

MAXIMUMMAX

MATERIAL(S)MATL

LONGITUDINALLONG

POUNDLB

KILOPOUND (1000 POUNDS)KIP

JOINTJT

INTERIORINT

INCHIN

INSIDE DIAMETERID

HEIGHTHT

HORIZONTALHORIZ

GRATINGGRTG

GOVERNMENTGOVT

GOVERNMENT FURNISHED, CONTRACTOR INSTALLEDGFCI

GENERALGEN

GALVANIZEDGALV

GAGEGA

FEETFT

FASTEN(ER)FSTNR

FAR SIDEFS

FIGUREFIG

FRACTURE CRITICAL MEMBERFCM

FAHRENHEITF

EXTERIOREXT

EXISTINGEXST

ESTIMATE(D)EST

EACH SIDEES

EQUIPMENTEQUIP

EQUALEQ

ENCLOSE(URE)ENCL

ELEVATIONEL

EACH FACEEF

EACHEA

DRAWINGDWG

DEAD LOADDL

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA

DEGREEDEG

CUBIC YARDSCU YD

CUBIC FEETCU FT

CENTERCTR

CONTRACTING OFFICERS REPRESENTATIVECOR

CONTRACTORCONTR

CONTINUE CONT

CONSTRUCTIONCONSTR

CLEAR(ANCE)CLR

CENTER LINECL

CHAMFERCHMF

BOTH SIDESBS

BRACKETBRKT

BEARINGBRG

BRACINGBRCG

BOTTOMBOT

BOTTOM OFBO

BELOWBLW

AVERAGEAVG

APPROXIMATEAPPROX

APPROVEDAPPD

AMERICAN NATIONAL STANDARDS INSTITUTEANSI

ALUMINUMALUM

ALTERNATEALT

AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC

ANGLEL

INDEX OF DRAWINGS GENERAL SYMBOLS

MATERIAL SYMBOLS

MECHANICAL

M-501 MECHANICAL - OPTION 2 & OPTION 3 WIRE ROPE CONNECTION DETAILS

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2022/03/23

2022/03/23

PROJECT

LOCATION

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

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I RIVER

UIVR

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MARK TWAIN

LAKE

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LAKE

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REND

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BIG

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OHIO

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CARLYLE

LAKE

LAKE

SHELBYVILLE

RI

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M I S S I S S I P P I

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VICINITY MAP

APPROX. SCALE IN MILES

35 35 70

LEGEND

DISTRICT BOUNDARIES

PROJECT LOCATION MAP

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CONTROL HOUSE

NAVIGATION LOCK

SITE ACCESS

400'0 200'

SCALE: 1" = 200'

TAINTER GATE

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CONTRACTING OFFICER

AREA SHALL BE APPROVED BY THE

LOCATION OF STAGING AND STORAGE

CONTRACTOR STAGING AREA, EXACT

CONTRACTOR (APPROXIMATELY 600' x 40')

MOORING AREA 2 AVAILABLE TO

CONTRACTOR (APPROXIMATELY 600' x 40')

MOORING AREA 1 AVAILABLE TO

AND UNLOADING AREA

UPSTREAM LOADING

AREA (VEHICLES ONLY)

CONTRACTOR PARKING

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K A S K A S K I A R I V E R

2022/04/14

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0 60' 120'

PLAN

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EXISTING PRAIRIE DU ROCHER LEVEE DISTRICT LEVEE

CONTRACTOR TRAILER

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300'-0" UPSTREAM OF THE DAM

SPUDS ARE NOT PERMITTED WITHIN

TAINTER GATE 1 (BASE BID)

CONTRACTOR (APPROX 600' x 40')

MOORING AREA 1 AVAILABLE TO

GUIDEWALL

UPSTREAM FLOATING

TAINTER GATE 2 (OPTION 1)

CONSTRUCTION LIMITS

300'-0" DOWNSTREAM OF THE DAM

SPUDS ARE NOT PERMITTED WITHIN

CONTRACTOR (APPROX 600' x 40')

MOORING AREA 2 AVAILABLE TO

DOWNSTREAM FLOATING GUIDEWALL

CONTROL HOUSE

CONTROL HOUSE MAINTENANCE BUILDING

OF CONTROL HOUSE, SEE G-003

PARKING LOCATED 0.25 MILES UPSTREAM

GOVERNMENT PARKING, CONTRACTOR

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US Army Corps

2022/05/02

GENERAL NOTES

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A7

TYPICAL DEBRIS ON GATES

SCALE: NONE

AWS D1.6 STRUCTURAL WELDING CODE - STAINLESS STEEL, 20175.

AWS D1.5 BRIDGE WELDING CODE, 20154.

AWS D1.1 STRUCTURAL WELDING CODE - STEEL, 20203.

STRUCTURES

U.S. ARMY CORPS OF ENGINEERS ETL 1110-2-584, DESIGN OF HYDRAULIC STEEL 2.

AISC MANUAL OF STEEL CONSTRUCTION, FOURTEENTH EDITION1.

CODES & REFERENCES:

IDENTIFIED IN SECTION 00 08 00 - SPECIAL CONTRACT REQUIREMENTS.

ADDITIONAL PROJECT INFORMATION AND CONTRACTOR REQUIREMENTS ARE 15.

CONTRACTOR’S EXPENSE.

CAUSED BY USING THE SLOTS DURING THIS CONTRACT SHALL BE AT THE

DOWNSTREAM BULKHEAD SLOTS AND/OR ANY SURROUNDING DAM COMPONENTS

POSITION A FLOATING PLANT OR BARGE DURING REPAIRS. DAMAGE TO THE

THE DOWNSTREAM BULKHEAD SLOTS MAY BE UTILIZED BY THE CONTRACTOR TO 14.

CONCRETE MODIFICATIONS IN SUPPORT SYSTEM DESIGN IS NOT GUARANTEED.

BE INCLUDED IN APPLICABLE ITEMS LISTED IN BIDDING SCHEDULE BUT APPROVAL OF

SURFACES TO THE EXISTING CONDITION. CONCRETE ANCHORAGE AND REPAIRS SHALL

SHALL PROVIDE CONCRETE REPAIR METHODS AND MATERIALS TO RESTORE THE DAM

EXISTING CONCRETE IS APPROVED BY THE GOVERNMENT, THE CONTRACTOR'S DESIGN

IMPACT THE STRUCTURAL INTEGRITY OF THE DAM. IF STRUCTURAL ANCHORING TO

COMPONENTS OF THE DAM MUST MINIMIZE CONCRETE REMOVAL AND MUST NOT

SYSTEM DESIGNED. PROPOSED STRUCTURAL ANCHORING TO CONCRETE

THE CONTRACTOR MAY UTILIZE THE CONCRETE SPILLWAY SILL IN THE GATE SUPPORT 13.

APPROVED BY THE CONTRACTING OFFICER.

COMPONENTS SHALL BE COMPLETELY REMOVED FROM THE PROJECT UNLESS

CONTRACTOR AFTER COMPLETION OF WORK. ALL GATE SUPPORT SYSTEM

TEMPORARY GATE SUPPORT SYSTEM SHALL BE REMOVED OR DISASSEMBLED BY THE 12.

BARGE.

WHEN FLOW CONDITIONS INDUCE EXCESSIVE MOVEMENT TO A FLOATING PLANT OR

ANTICIPATE LONG DELAYS DUE TO UNSAFE AND/OR DIFFICULT WORKING CONDITIONS

MOVEMENT TO THE FLOATING PLANT OR BARGE. THE CONTRACTOR SHOULD

HISTORICALLY CAUSED TURBULENT FLOWS DOWNSTREAM OF THE DAM CAUSING

DURING THE REPAIRS OF ONE TAINTER GATE, THE ADJACENT GATE BAY FLOW HAS 11.

FT. DOWNSTREAM OF THE DAM.

REVETMENT EXISTS. SPUDS ARE NOT PERMITTED WITHIN 300 FT. UPSTREAM AND 300

SPUDS SHALL NOT BE LOWERED ONTO THE APRON/STILLING BASIN OR ANYWHERE 10.

AND PLACEMENT OF UPSTREAM BULKHEADS WILL BE BY THE GOVERNMENT.

DEWATERING OF THE GATE BAY IS NOT POSSIBLE BY USE OF BULKHEADS. HANDLING

TO USE DOWNSTREAM BULKHEADS AND TYPICAL TAILWATER CONDITIONS,

HAVE BEEN DEEMED UNFIT FOR SERVICE AND ARE NOT TO BE USED. DUE TO INABILITY

REPAIRS. THE DOWNSTREAM TAINTER GATE BULKHEADS, LOCATED AT THE PROJECT,

UPSTREAM TAINTER GATE BULKHEADS WILL BE INSTALLED TO PERFORM TAINTER GATE 9.

THROUGH THE ADJACENT GATE BAY SHALL NOT RESTRICTED DURING THAT PERIOD.

ONLY ONE GATE MAY BE SUPPORTED AND OUT OF SERVICE AT A TIME AND THE FLOW 8.

THE GATE SUPPORT SYSTEM.

USE OF THE OVERHEAD MONORAIL CRANE BRIDGE STRUCTURE IS NOT PERMITTED IN 7.

COMPONENTS.

LOADING INTO ANY TAINTER GATE STRUCTURAL MEMBERS OR OTHER DAM

TAINTER GATE SUPPORT SYSTEM SHALL NOT INDUCE EXCESSIVE OR UNUSUAL 6.

POSITION OF GATE.

CENTER OF GRAVITY OF GATE AND RESULTANT FORCES WILL VARY DEPENDENT ON

TO COMPLETE REPAIRS THROUGHOUT THE DURATION OF REPAIRS. VARIANCE OF THE

DESIGNER SHALL CONSIDER ALL REQUIRED LOAD SUPPORT LOCATIONS NECESSARY 5.

SHALL BE VERIFIED PRIOR TO DESIGN OF GATE SUPPORT SYSTEM.

DRAWING RS-106 PROVIDED IN THE CONTRACT DRAWINGS. ACTUAL WEIGHT OF GATE

THE APPROXIMATE WEIGHT OF EACH TAINTER GATE IS 230,785 LBS PER REFERENCE 4.

FOR APPROVAL PRIOR TO COMMENCEMENT OF ANY WORK.

THE TAINTER GATE SUPPORT METHOD SHALL BE SUBMITTED TO THE GOVERNMENT 3.

REMOVED DURING THE DURATION OF THIS CONTRACT.

ANCHORAGE AND SUPPORT OF GATES AT TRUNNIONS SHALL NOT BE MODIFIED OR 2.

SHALL BE AT THE CONTRACTOR’S EXPENSE.

SURROUNDING DAM COMPONENTS CAUSED BY THE SHORING METHOD UTILIZED,

COMPONENTS DURING THE DURATION OF WORK. DAMAGE TO THE TAINTER GATES AND

INTEGRITY AND STABILITY OF THE TAINTER GATES AND SURROUNDING DAM

PROFESSIONAL ENGINEER. THE SUPPORT SYSTEM SHALL ENSURE THE STRUCTURAL

DRAWINGS. THE SUPPORT SYSTEM SHALL BE DESIGNED AND STAMPED BY A LICENSED

GATES DURING REMOVAL OF STRUCTURAL COMPONENTS DETAILED ON CONTRACT

THE CONTRACTOR SHALL DESIGN AND DETAIL A METHOD TO SUPPORT THE TAINTER 1.

TEMPORARY GATE SUPPORT:

COMBINATION WITH ASTM A709/A709M FOR THE WELD QUALIFICATION REQUIREMENTS.

ASTM A36/A36M, THE CONTRACTOR MAY USE NEWLY FABRICATED ASTM A36/A36M PLATES IN

EXISTING STRUCTURAL STEEL MEETS THE MINIMUM CHEMICAL COMPOSITION REQUIREMENTS OF

IDENTIFIED TO BE REMOVED IN THESE CONTRACT DOCUMENTS. IF TEST RESULTS CONFIRM

STEEL CHEMICAL COMPOSITION BY TESTING USING EXISTING STEEL MEMBERS THAT ARE

APPLICABLE TO ASTM A36/A36M STEEL ONLY), THE CONTRACTOR SHALL VERIFY THE EXISTING

SAMPLE PLATES FROM EXISTING TAINTER GATE COMPONENTS THAT ARE TO REMAIN IN PLACE (AS

STEEL PLATE ALONG THE BOTTOM OF GATE AS SHOWN ON DRAWING S-506. IN LIEU OF TAKING

PLATE STEEL REMOVED AS SHOWN ON DRAWING S-501, AND THE CONTINUOUS 7/16" STAINLESS

A441 SKIN PLATE STEEL REMOVED AS SHOWN ON DRAWING S-501, THE ASTM A36/A36M STIFFENER

MATERIAL SHALL BE THAT WHICH IS REMOVED AS PART OF THIS CONTRACT, SUCH AS THE ASTM

APPLICABLE, BY TESTS ON SAMPLE MATERIAL REMOVED FROM THE GATES; SUCH REMOVED

WELD PROCEDURES FOR WELDING TO THE EXISTING TAINTER GATES SHALL BE QUALIFIED, AS

VERTICAL RIBS AND SKIN PLATE WHICH ARE IDENTIFIED AS ASTM A441 ON REFERENCE DRAWINGS.

EXISTING STRUCTURAL STEEL IS IDENTIFIED AS ASTM A36/A36M FOR ALL MEMBERS EXCEPT THE 9.

FILLET WELDS SHALL BE THE MINIMUM FILLET WELD PER AWS D1.5.

JOINTS MAY REQUIRE REINFORCING FILLET WELDS PER AWS D1.5. THE SIZE OF THE REINFORCING

REINFORCING FILLET WELDS ARE SHOWN ON SOME JOINTS IN THE DRAWINGS BUT ADDITIONAL

CJP. ALL WELDS SHALL BE CONTINUOUS AND WRAPPED UNLESS OTHERWISE NOTED.

MISSING OR UNDEFINED WELD SYMBOLS IN THE CONTRACT DRAWINGS SHALL BE ASSUMED TO BE 8.

BRIDGE WELDING CODE (AWS D1.5-2015).

GROOVE WELDS IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN WELDING SOCIETY,

UNLESS OTHERWISE NOTED, ALL GROOVE WELDED JOINTS SHALL BE COMPLETE PENETRATION 7.

THE CONTRACTING OFFICER.

MINIMIZE LOCKED-UP STRESSES AND DISTORTION, AND SHALL BE SUBJECT TO THE APPROVAL OF

WELDING SEQUENCE AND TECHNIQUE OF WELDING SHALL BE CAREFULLY CONTROLLED TO 6.

REGARD TO THE FILLER METAL AND OTHER FEATURES OF THE WELDING TECHNIQUES.

CONTRACTOR'S SPECIFICATIONS ACCOMPANYING WORK DRAWINGS SHALL BE SPECIFIC WITH 5.

FOR APPROVAL IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS.

WELD REQUIRED. DETAILED WELDING INFORMATION SHALL BE SUBMITTED BY THE CONTRACTOR

AND ARE IN ACCORDANCE WITH AWS A2.4. WELD SYMBOLS INDICATE ONLY SIZE AND TYPE OF

WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN WELDING SOCIETY (AWS) 4.

WELDING SOCIETY (AWS D1.1-2020).

WELDING OF NEW HANDRAILS SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN 3.

REQUIREMENTS OF THE AMERICAN WELDING SOCIETY (AWS D1.6-2017).

WELDING OF NEW STRUCTURAL STEEL TO EXISTING STAINLESS STEEL SHALL CONFORM TO THE 2.

THE AMERICAN WELDING SOCIETY (AWS D1.5-2015).

THE MOLTEN METAL. WORKMANSHIP AND TECHNIQUE, WHERE APPLICABLE SHALL CONFORM TO

SHALL BE ELECTRIC ARC WELDING, USING A METHOD WHICH EXCLUDES THE ATMOSPHERE FROM

ALL WELDING (EXCLUDING WELDING TO EXISTING STAINLESS STEEL AND HANDRAIL FABRICATION) 1.

STRUCTURAL WELDING:

MONORAIL BRIDGE CRANE GIRDERS AND SUPPORTSc.

DOWNSTREAM MONORAIL CRANE BRIDGE, WALKWAY AND HANDRAILb.

UPSTREAM MONORAIL CRANE BRIDGE, WALKWAY AND HANDRAILa.

HYDRAULIC STEEL STRUCTURES AND OTHER ENVIRONMENTAL REGULATIONS:

PROCEDURES SHALL BE IN ACCORDANCE WITH SECTION 09 97 02 PAINTING:

EXISTING LEAD PAINT IS PRESENT IN THE FOLLOWING ITEMS AND LEAD ABATEMENT 13.

PAINTED IN ACCORDANCE WITH THE SPECIFICATIONS.

SURFACES OF THE TAINTER GATE INTERIOR AND EXTERIOR SHALL BE BLASTED AND

AFTER ALL STRUCTURAL REPAIRS ARE PERFORMED ON THE TAINTER GATES, THE 12.

BE REATTACHED AND TENSIONED IN ACCORDANCE WITH THE SPECIFICATIONS.

REPLACED. AFTER REPAIRS ARE COMPLETED, THE TAINTER GATE WIRE ROPES SHALL

TAINTER GATE RUB PLATES AND HITCH BLOCK ASSEMBLIES SHALL BE REMOVED AND

11. OPTION 2 AND/OR OPTION 3 ONLY: AFTER REMOVAL OF THE EXISTING WIRE ROPES, THE

SPECIFICATIONS, FOR INSPECTION BY THE GOVERNMENT.

CASTINGS TO THE GATE SHALL BE ABRASIVE BLASTED IN ACCORDANCE WITH THE

THE TAINTER GATE PICK-UP CASTINGS AND ALL WELDS CONNECTING THE PICK-UP

AND/OR OPTION 3 IS NOT AWARDED: AFTER REMOVAL OF THE EXISTING WIRE ROPES,

THE FOLLOWING NOTE ONLY APPLIES TO THE BASE BID OR OPTION 1 IF OPTION 2 10.

OPTION 3 ARE FOR TAINTER GATE 2 ONLY.

TAINTER GATE 1 ONLY WHILE GATE REPAIRS AND PAINTING INCLUDED IN OPTION 1 AND

GATE REPAIRS AND PAINTING INCLUDED IN THE BASE BID AND OPTION 2 ARE FOR 9.

THE GOVERNMENT.

ABRASIVE BLASTED IN ACCORDANCE WITH THE SPECIFICATIONS, FOR INSPECTION BY

CLEANSED BY HIGH PRESSURE WATER BLASTING. THE TAINTER GATES SHALL BE

ACCORDANCE WITH THESE CONTRACT DOCUMENTS. THE INTERIOR SHALL THEN BE

REPAIRS. SEE A7/G-005 FOR TYPICAL DEBRIS ACCUMULATION TO BE REMOVED IN

GATES AND DISPOSE OF PROPERLY PRIOR TO PERFORMING ANY STRUCTURAL

THE CONTRACTOR SHALL REMOVE THE DEBRIS FROM THE INTERIOR OF THE TAINTER 8.

DOWNSTREAM.

ALL LEFT AND RIGHT DESIGNATIONS AND REFERENCES ARE FROM UPSTREAM LOOKING 7.

RECORDS OF QUALITY CONTROL IN ACCORDANCE WITH THE SPECIFICATIONS.

ASSURE COMPLIANCE WITH THE CONTRACT REQUIREMENTS AND SHALL MAINTAIN

THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A QUALITY CONTROL SYSTEM TO 6.

AND SUBMITTED FOR REVIEW PRIOR TO DEVELOPMENT OF SHOP DRAWINGS.

BEGINS. THE REPLACEMENT STEEL TAINTER GATE MEMBERS SHALL BE FIELD VERIFIED

ALL ELEVATIONS AND DIMENSIONS SHALL BE VERIFIED IN THE FIELD BEFORE WORK 5.

THE CONTRACTOR SHALL NOT IMPEDE OR BLOCK THE NAVIGATION CHANNEL.4.

APPROVED BY THE CONTRACTING OFFICER.

PLANT MAY TEMPORARILY BE PLACED OUTSIDE OF THE MOORING AREA LIMITS IF

CONTRACTOR MOORING AREAS ARE IDENTIFIED ON G-003 AND G-004. A FLOATING 3.

SHALL BE APPROVED BY THE CONTRACTING OFFICER.

EXACT LOCATIONS AND LIMITS OF THE CONTRACTOR'S STAGING AND STORAGE AREAS 2.

ARE NOT PRINTED TO SCALE.

NOT NECESSARILY REPRESENT ACTUAL FIELD CONDITIONS. REFERENCE DRAWINGS

THE REFERENCE DRAWINGS. BECAUSE THE DRAWINGS ARE NOT "AS BUILT", THEY DO

CONTRACTOR'S BENEFIT. NO REQUIRED WORK UNDER THIS CONTRACT IS SHOWN ON

REFERENCE DRAWINGS ARE DRAWINGS OF RECORD. INCLUDED SOLELY FOR THE 1.

GENERAL:

ACCORDANCE WITH THE CONTRACT SPECIFICATIONS.

VERIFICATION OF TENSION IN ASTM F3125 GRADE A325 BOLTS SHALL BE PERFORMED IN

ACCORDANCE WITH THE CONTRACT SPECIFICATIONS, UNLESS OTHERWISE NOTED.

ALL HIGH STRENGTH ASTM F3125 GRADE A325 BOLTS SHALL BE PRETENSIONED IN 8.

DIMENSIONS SHOWN ON THE DRAWINGS BY ¼ INCH.

ALLOWANCES SHALL BE MADE SUCH THAT THE GATES DO NOT VARY FROM THE

BE MADE FOR MACHINING, SHRINKAGE AND DISTORTIONS DUE TO WELDING.

DIMENSIONS SHOWN OR CALLED FOR ARE FINAL DIMENSIONS AND ALLOWANCES MUST 7.

D1.5 - 2015).

SPECIFICATIONS AND THE AMERICAN WELDING SOCIETY, BRIDGE WELDING CODE (AWS

MEMBERS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE

THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED STRUCTURAL STEEL 6.

"SURFACE TEXTURE".

SURFACE FINISHES SHALL CONFORM TO ANSI STANDARD B46.1 -1985 CODE FOR 5.

BEING FURNISHED.

MODERN PRACTICES TO CONFORM TO THE SPECIFICATIONS FOR THE ITEM OF WORK

WORKMANSHIP SHALL BE OF THE HIGHEST GRADE IN ACCORDANCE WITH THE BEST 4.

UNLESS OTHERWISE SPECIFIED.

NEW STRUCTURAL STEEL SHALL BE ASTM A709 GRADE 50, TABLE 12 IMPACT ZONE 2 3.

DRAWINGS PROVIDED.

EXISTING MONORAIL CRANE BRIDGE STRUCTURAL STEEL IS ASTM A36 PER REFERENCE 2.

VERTICAL RIBS WHICH ARE ASTM A441 PER REFERENCE DRAWINGS PROVIDED.

EXISTING TAINTER GATE STRUCTURAL STEEL IS ASTM A36 EXCEPT THE SKIN PLATE AND 1.

STRUCTURAL STEEL:

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SEE RS-128 THROUGH RS-143 FOR ADDITIONAL DETAILS.

AND HITCH BLOCK ASSEMBLY AS DETAILED IN THESE CONTRACT DRAWINGS.

VERTICAL RIBS, CABLE HITCH PIN PLATES, TOP OF GATE CABLE GUIDE PLATES,

THESE CONTRACT DRAWINGS. INSTALL NEW CARBON STEEL RUB PLATE, END

PLATES AND TOP OF GATE CABLE GUIDE PLATES TO EXTENTS DETAILED IN

EXISTING STAINLESS STEEL RUB PLATES, END VERTICAL RIBS, CABLE HITCH PIN

WORK INCLUDED IN OPTION 3 IS ONLY APPLICABLE TO TAINTER GATE 2. REMOVE

OPTION 3:

PAINTED (SEE S-505). SEE RS-128 THROUGH RS-143 FOR ADDITIONAL DETAILS.

WITH 5-E-Z SYSTEM. INSTALL NEW SIDE SEAL ASSEMBLIES AFTER GATE IS

TAINTER GATES AND TRUNNION GIRDER ANCHORAGE STEEL COMPONENTS

INSTALL NEW GALVANIC ANODE SYSTEM (SEE S-504). BLAST AND PAINT

STRUCTURAL MEMBERS AS DETAILED IN THESE CONTRACT DRAWINGS.

CATHODIC PROTECTION. INSTALL NEW SKIN PLATE, VERTICAL RIBS, AND

CONTRACT DRAWINGS. REMOVE EXISTING SIDE SEALS. REMOVE EXISTING

EXISTING SKIN PLATE AND VERTICAL RIBS TO EXTENTS DETAILED IN THESE

SUPPORT TAINTER GATE 2 PRIOR TO COMPONENT REMOVAL. REMOVE

WORK INCLUDED IN OPTION 1 IS ONLY APPLICABLE TO TAINTER GATE 2.

OPTION 1:

SEE RS-128 THROUGH RS-143 FOR ADDITIONAL DETAILS.

AND HITCH BLOCK ASSEMBLY AS DETAILED IN THESE CONTRACT DRAWINGS.

VERTICAL RIBS, CABLE HITCH PIN PLATES, TOP OF GATE CABLE GUIDE PLATES,

THESE CONTRACT DRAWINGS. INSTALL NEW CARBON STEEL RUB PLATE, END

PLATES AND TOP OF GATE CABLE GUIDE PLATES TO EXTENTS DETAILED IN

EXISTING STAINLESS STEEL RUB PLATES, END VERTICAL RIBS, CABLE HITCH PIN

WORK INCLUDED IN OPTION 2 IS ONLY APPLICABLE TO TAINTER GATE 1. REMOVE

OPTION 2:

PAINTED (SEE S-505). SEE RS-128 THROUGH RS-143 FOR ADDITIONAL DETAILS.

WITH 5-E-Z SYSTEM. INSTALL NEW SIDE SEAL ASSEMBLIES AFTER GATE IS

TAINTER GATES AND TRUNNION GIRDER ANCHORAGE STEEL COMPONENTS

INSTALL NEW GALVANIC ANODE SYSTEM (SEE S-504). BLAST AND PAINT

STRUCTURAL MEMBERS AS DETAILED IN THESE CONTRACT DRAWINGS.

CATHODIC PROTECTION. INSTALL NEW SKIN PLATE, VERTICAL RIBS, AND

CONTRACT DRAWINGS. REMOVE EXISTING SIDE SEALS. REMOVE EXISTING

EXISTING SKIN PLATE AND VERTICAL RIBS TO EXTENTS DETAILED IN THESE

SUPPORT TAINTER GATE 1 PRIOR TO COMPONENT REMOVAL. REMOVE

WORK INCLUDED IN THE BASE BID IS ONLY APPLICABLE TO TAINTER GATE 1.

BASE BID:

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OPTION 4

OPTION 5

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DRAWINGS FOR ADDITIONAL INFORMATION.

GIRDER SUPPORTS. SEE S-507 AND REFERENCE

AND HANDRAIL. BLAST AND PAINT CRANE GIRDERS AND

BLAST AND PAINT DOWNSTREAM MONORAIL, WALKWAY,

MONORAIL AS DETAILED IN THESE CONTRACT DRAWINGS.

REPLACEMENT OF HANDRAILS ON THE DOWNSTREAM

PERFORM REPAIRS ON DOWNSTREAM MONORAIL AND

OPTION 5:

FOR ADDITIONAL INFORMATION.

PAINTED. SEE S-507 AND REFERENCE DRAWINGS

WALKWAY KICKPLATES SHALL BE BLASTED AND

GIRDER AND GIRDER SUPPORT. ENTIRE LENGTH OF

AND WALKWAY AND CONNECTIONS TO CRANE

OPTION INCLUDES ENTIRE UPSTREAM MONORAIL

AND PAINT UPSTREAM MONORAIL AND WALKWAY.

DETAILED IN THESE CONTRACT DRAWINGS. BLAST

PERFORM REPAIRS ON UPSTREAM MONORAIL AS AS

OPTION 4:

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AND CRANE GIRDER SUPPORTS

BLAST AND PAINT CRANE GIRDER

OPTION 5:

OPTION 5

OPTION 5

OPTION 4

OPTION 5

OPTION 4

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DRAWINGS FOR ADDITIONAL INFORMATION.

WITH X-BRACING TURNBUCKLES. SEE S-507 AND REFERENCE

AND CONNECTIONS TO CRANE GIRDER AND GIRDER SUPPORT, ALONG

OPTION INCLUDES ENTIRE DOWNSTREAM MONORAIL AND WALKWAY

MONORAIL, WALKWAY, HANDRAILS AND MONORAIL GIRDER SUPPORTS.

THESE CONTRACT DRAWINGS. BLAST AND PAINT DOWNSTREAM

OF HANDRAILS ON THE DOWNSTREAM MONORAIL AS DETAILED IN

PERFORM REPAIRS ON DOWNSTREAM MONORAIL AND REPLACEMENT

OPTION 5:

INFORMATION.

S-507 AND REFERENCE DRAWINGS FOR ADDITIONAL

WALKWAY KICKPLATES SHALL BE BLASTED AND PAINTED. SEE

CRANE GIRDER AND GIRDER SUPPORT. ENTIRE LENGTH OF

UPSTREAM MONORAIL AND WALKWAY AND CONNECTIONS TO

MONORAIL AND WALKWAY. OPTION INCLUDES ENTIRE

IN THESE CONTRACT DRAWINGS. BLAST AND PAINT UPSTREAM

PERFORM REPAIRS ON UPSTREAM MONORAIL AS AS DETAILED

OPTION 4:

FOR REPLACEMENT RAILING DETAILS

OPTION 5, SEE SHEETS S-508 AND S-509

EXTENTS OF RAILING TO BE REPLACED IN

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M a y

SEE RS-119, RS-120, RS-124 AND RS-125 FOR ADDITIONAL DETAILS.

BLAST AND PAINT BRIDGE CRANE GIRDERS AND GIRDER SUPPORTS.

OPTION 5:

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H E

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2 3 4 5 6 7 8 9 10

SHEET ID

of Engineers

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ADDITIONAL DETAILS.

SHOWN. SEE RS-116, RS-117, RS-126 AND RS-127 FOR

SHALL MITER AT CORNERS AND MITER WITH SIDE SEALS AS

SEAL ASSEMBLIES SHALL MATCH EXISTING. BOTTOM SEALS

STAINLESS NUTS, WASHERS, AND LOCK WASHERS. NEW

GRADE 304 SOCKET FLAT HEAD CAP SCREWS WITH

NEW NEOPRENE GASKET. PROVIDE NEW

SHALL NEW STAINLESS STEEL SHIM PLATES AND CLAMP BAR.

TEFLON CLADDING ON SEALING SURFACE. SIDE SEALS

ASSEMBLIES AFTER PAINTING. NEW SEALS SHALL HAVE

TO BLASTING. REINSTALL NEW BOTTOM AND SIDE SEALS

REMOVE EXISTING SEAL, SHIM AND SEAL CLAMP BAR PRIOR

BLAST AND PAINT SIX (6) UPSTREAM BULKHEADS.

OPTION 6:

T A

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SHEET ID

of Engineers

US Army Corps

L

L

W F14x43 TO

R

EM

AIN

TYP

4'-9

°4

'2

16°58'57"

" 3

S

K

IN

P L

A T

E

N E

W S

E C

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IO

N

F

/2

/2

W T x T

O R

E M

A

IN

/2

S

P A

06°00'37"

°1

'5

'-0 " T

O

IN

SI

DE

SKI

N

PLAT

E

R

4'-8 3/8 "

13'-4 1/16 "

'-3

'-1

/1

'-2 /8

DETAILS

SEE S-502 FOR ADDITIONAL

NEW WT6x25 BRACING MEMBERS, SEE S-502 FOR ADDITIONAL DETAILS

NEW W14x43 AT EACH END OF GATE, EXISTING WT5x22.5 TO REMAIN

SILL EL. 340.0

LOCATIONS

DEMOLITION

RIBS, SEE S-502 FOR

WT9x25 VERTICAL

EL. 370.0

TOP OF GATE

C PIN EL. 380.0

TRUNNION

RIBS (TYP.)

NEW WT9x25

ABOUT C GATE

SYMMETRICAL

W14x211 STRUT

FACE OF PIER

ROLLER

BOTTOM GIRDER (FCM)

" (FCM)4

3" x 4

3PL'S 9

EXISTING STIFFENER

MT / PT

TYP

1'-11 1/2 " 2 1/2 "

1'-5"2" 4 1/2 "

PLAN ELEVATION

44'-3"R

CJP

UT

TRANSITION UNEQUAL

THICKNESS AT 1:2.5

OPTION DETAILS

WT9x25, SEE S-506 FOR

OPTION DETAILS

SEE S-506 FOR

" SST RUB PLATE, 4

FACE OF PIER

DETAILS

SEE S-505 FOR ADDITIONAL

NEW SIDE SEAL ASSEMBLY,

" SKIN PLATE16

7NEW

NEW SKIN PLATE

NEW WT9x25

NEW SKIN PLATE

CL OF GIRDER WEB

NEW WT9x25

UPSTREAM FLANGE (FCM)

BOTTOM GIRDER

WEB (FCM)

BOTTOM GIRDER

FLANGE (FCM)

BOTTOM GIRDER

(FCM)

" x 20" 4

3FLANGE 1-

BOTTOM GIRDER

/4

/2

/2

4 3/16 " 1'- 5/8 " 6 11/16 "

1'-11 1/2 "

2"2"

FOR OPTION DETAILS

" SST RUB PLATE, SEE S-506 4

" SKIN PLATE16

7NEW

HOLE, TYP

WELD ACCESS

1" RADIUS

NOTES:

1.SIDE SEAL AND ATTACHMENT

BRACKET NOT SHOWN FOR CLARITY.

AND RIB FLANGE

BETWEEN RUB PLATE

" 2 1" x 0'-82

1" x 4

3- PL'S 3

MT / PT

TYP

MT / PT

TYP

FCW

MT

TYP

FCW

MT

TYP

MT / PT

TYP

GENERAL SHEET NOTES

O p t t it le

O p t

T

H

J A

D

J A

D

K J A

J A

D

J A

D

K J A

S

H

S

S I

D

C1

GATE END ELEVATION

A1

TWO END RIB DETAILS

A4

D6

SCALE: 1/4" = 1'-0"

DETAIL

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

SECTION

SCALE: 1/4" = 1'-0"

A7

RIB TO GIRDER CONNECTION

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

JE

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S-501

S-501

IN

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IL

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GATE 1 (BASE BID) AND TAINTER GATE 2 (OPTION 1).

REPAIR DETAILS SHOWN ON THIS SHEET ARE APPLICABLE TO BOTH TAINTER

WHILE GATE REPAIRS INCLUDED IN OPTION 1 ARE FOR TAINTER GATE 2 ONLY.

GATE REPAIRS INCLUDED IN THE BASE BID ARE FOR TAINTER GATE 1 ONLY 11.

ACCORDANCE WITH SECTION 09 97 02: PAINTING STEEL STRUCTURES.

PAINTING. BLASTING AND PAINTING OF TAINTER GATES SHALL BE IN

ALL STRUCTURAL REPAIRS SHALL BE COMPLETED PRIOR TO BLASTING AND 10.

SEE SHEET S-505 FOR SIDE SEAL ASSEMBLY REPLACEMENT DETAILS.9.

RIBS.

COMPLETELY INSTALLED PRIOR TO REMOVAL OF SKIN PLATE AND VERTICAL

ALL BRACING MEMBERS IDENTIFIED TO BE REPLACED SHALL BE 8.

COMPLETELY RESTORED PRIOR TO REMOVAL OF THE NEXT BRACE.

SHALL BE REMOVED AND REPLACED AT ONE TIME. THE BRACE SHALL BE

ONLY ONE BRACING MEMBER BETWEEN THE MIDDLE AND BOTTOM GIRDER 7.

REMOVAL.

1/2" CONTINUOUS PLATE AT CORRECT POSITION AFTER SKIN PLATE

SECTIONS. WORK SHALL BE SEQUENCED TO ALLOW FOR INSTALLATION OF

VERTICAL RIBS SHALL BE DETERMINED PRIOR REMOVAL OF SKIN PLATE

POSITIONING OF THE 1/2" CONTINUOUS PLATE WELDED TO SKIN PLATE AND

IN ORDER TO PROVIDE AN ADEQUATE SEALING SURFACE THE CORRECT 6.

STRUCTURES FOR FRACTURE CRITICAL WELDS.

DEFINED IN SECTION 05 59 20: FABRICATION OF HYDRAULIC STEEL

FCM MUST COMPLY WITH THE FABRICATION AND TESTING REQUIREMENTS

ARE CONSIDERED FRACTURE CRITICAL MEMBERS (FCM). ALL WELDING TO

THE TOP, MIDDLE AND BOTTOM GIRDERS, INCLUDING STIFFENER PLATES, 5.

ENGINEER OF RECORD.

SUPPORTING STRUCTURE UNLESS OTHERWISE APPROVED BY THE DISTRICT

NO WELDING IS PERMITTED ON ANY TAINTER GATE COMPONENTS FOR THE

GOVERNMENT FOR APPROVAL PRIOR TO WORKING ON THE TAINTER GATES.

DETAILED BY A LICENSED PROFESSIONAL ENGINEER AND SUBMITTED TO THE

DURING REPAIRS. THE SUPPORTING METHOD SHALL BE DESIGNED AND

THE CONTRACTOR SHALL DEVELOP A PLAN TO SUPPORT THE TAINTER GATES 4.

THICKNESS SHALL BE IN ACCORDANCE WITH AWS D1.5 SECTION 2.17.5.1.

TRANSITION OF THICKNESS AT BUTT JOINTS OF PARTS HAVING UNEQUAL 3.

ACCORDANCE WITH WELDING PROCEDURES DEFINED IN AWS D1.6.

STRUCTURAL STEEL TO EXISTING STAINLESS STEEL SHALL BE IN

MEMBERS TO THE EXISTING STAINLESS STEEL RUB PLATE. WELDING OF NEW

DEFINED IN AWS D1.5 EXCLUDING WELDING OF NEW STRUCTURAL STEEL

ALL WELDING SHALL BE IN ACCORDANCE WITH WELDING PROCEDURES 2.

ALL REPLACEMENT STEEL SHALL BE ASTM A709 GRADE 50.1.

A1

S-501D6

S-501

A1

S-502

A5

S-502

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SHEET ID

of Engineers

US Army Corps

C GATE SYMML

NEW W14x43, F.S.

EXISTING W14x43 F.S. TO REMAIN

MIDDLE STRUT W14x211

EXISTING TOP STRUT W14x142

1'-11 1/2 "

29'-9 1/2 "

14'-5 1/2 " 13'-6 1/2 "1'-5"

4 1/2 "

1'-0 1/2 "

1'-0 1/2 "

12 SPA @ 2'-1" = 25'-0"

FCW

MT

WT FLANGE TO STIFFENER

AND GIRDER FLANGE, TYP

GIRDER TO REMAIN

BETWEEN TOP AND MIDDLE

EXISTING WT6x25 MEMBERS

BOTTOM GIRDER

BETWEEN MIDDLE AND

NEW WT6x25 MEMBERS

EXISTING WT5x22.5

" BOTTOM PLATE2

NEW CONTINUOUS

(TYP.)

BRACE TO REMAIN

EXISTING WT5x22.5

GATE

WT9x25 AT BOTTOM OF

30 NEW VERTICAL RIBS

BOTTOM STRUT W14x211

REMAIN

EXISTING WT5x22.5 TO

REMAIN

EXISTING WT6x25 TO

APPROX. LENGTH IS 9'-7".

MIDDLE AND BOTTOM GIRDER,

NEW VERTICAL WT6x25 BETWEEN

LENGTH IS 13'-4"

OF GATE, APPROX.

NEW WT5x22.5 AT MIDDLE

" SKIN PLATE16

NEW

" SKIN PLATE8

EXISTING

VERTICAL RIBS

NEW WT9x25

VERTICAL RIBS

EXISTING WT9x25MIDDLE GIRDER (FCM)

GIRDER (FCM)

BOTTOM

TOP GIRDER (FCM)

" (FCM, TYP)4

" x 4

PL'S 9

EXISTING STIFFENER

BOTTOM GIRDER (FCM)

MIDDLE GIRDER (FCM)

NEW WT5x22.5, F.S.

Q 'D

L E

N G

T H

A S

1'-0"9"

WT6x25

FCW

MT

CJP

" (FCM)4

x 1

GIRDER FLANGE - 18"

MIDDLE AND BOTTOM

GIRDER FLANGE

" PL AROUND CORNER OF8

COPE STEM OF WT6x25 AND

WT6x25

NEW DIAGONAL

(FCM)

"4

FLANGE - 18" x 1

BOTTOM GIRDER

DIMENSIONS OF PLATE

SECTION D8/S-502 FOR

STEM OF WT6x25, SEE

" PLATE IN PLANE WITH8

"4

CORNER 1

ROUND DIAGONAL

"4

CORNER 1

ROUND DIAGONAL

CJP

FCW

UT

TYP

" STIFFENER PLATE (FCM)4

" x 92

CJP

FCW

UT

TYP

CJP

UT

FCW

MT

NOTES:

1.DETAIL SIMILAR FOR ALL NEW DIAGONAL

BRACING MEMBERS TO EXISTING GIRDER

FLANGE CONNECTIONS.

END VIEW END VIEW DOWNSTREAM VIEW

" x 8" PLATE8

" WEB PLATE8

1'- 5/8 "

1'-1 7/16 "

L

/8

/8

8"

/2

/8

CJP

UT

TYP

EXISTING W14x43

DOWNSTREAM FLANGE (FCM)

MIDDLE GIRDER,

GIRDER AT ENDS OF GATE

BETWEEN MIDDLE AND BOTTOM

NEW W14x43 BRACING MEMBER

" x 8" PLATE8

WEB

FROM GIRDER

STOP PLATE 2"

" WEB PLATE.8

NEW W14x43

FROM GIRDER WEB

" WEB PLATE. STOP PLATE 2" 8

NEW W14x43

ACCESS HOLE (TYP)

" RADIUS WELD 2

CJP

FCW

UT

TYP

WEB (FCM)

MIDDLE GIRDER

WEB, (FCM)

BOTTOM GIRDER

BOTTOM GIRDER WEB (FCM)

" T&B (FCM)4

3" x 4

3PL 9

EXISTING STIFFENER

UPSTREAM VIEW

5 7/8 "

1'-2 3/16 "

FLANGE (FCM)

DOWNSTREAM

MIDDLE GIRDER,

SIMILAR WELD DETAILS

BRACE MEMBERS HAVE

NEW WT6x25. ALL DIAGONAL

WEB (FCM)

MIDDLE GIRDER

E.S. (FCM)

" 4

" x 4

2 - PL 9

1'- 5/8 "

NEW W14x43

ACCESS HOLE (TYP)

" RADIUS WELD2

" WEB PLATE8

W14x43

EXISTING

CJP

UT / RT

TYP

FCW

MT

TYP

CJP

FCW

UT

TYP

CJP

UT

TYP

CJP

FCW

UT

TYP

FCW

MT

TYP

CJP

FCW

UT

TYP

CJP

UT

TYP

MT / PT

L

/2

CJP

UT

TYP

EXISTING WT5x22.5

FLANGE (FCM)

DOWNSTREAM

MIDDLE GIRDER,

AND BOTTOM GIRDER

MEMBER BETWEEN MIDDLE

NEW WT5x22.5 BRACING

STIFFENER

ACCESS HOLE AT EDGE OF

GIRDER WEB AND 1½" WELD

STOP WT STEM 2" FROM

CJP

FCW

UT

TYP

WEB (FCM)

MIDDLE GIRDER

END VIEW

EXISTING WT6x25

AND BOTTOM GIRDER

BETWEEN MIDDLE

BRACING MEMBER

NEW WT6x25

MT / PT

O p t t it le

O p t

T

T A

T A

S

S I

D

D1

GATE END ELEVATION

D5

D8

A1 A5 A9

SCALE: 3/16" = 1'-0"

SECTION

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

SECTION

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

DETAIL

SCALE: 3/4" = 1'-0"

DETAIL

SCALE: 3/4" = 1'-0"

DETAIL

SCALE: 3/4" = 1'-0"

S M

H

S-502

J A

D

J A

D

K J A

JE

R

R Y

F C

O S

T E

L L

O L

O C

K A

N D

D A

M

K A

S K

A S

K

IA

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IV

E R

M O

D O

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IL

U .S

A

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Y C

O R

P S

O F

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IN

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R S

S T

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D

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T

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M

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S O

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T E

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D O

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K A

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A S

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A L

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K J A

S M

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GENERAL SHEET NOTES

T A

IN

T

E R

G A

T E

A N

D M

O N

O R

A

IL

B R

ID

G

E R

E H

A B

A N

D P

A

IN

T

IN

G M a y

T A

IN

T

E R

G A

T E

A N

D M

O N

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A

IL

B R

ID

G

E R

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A B

A N

D P

A

IN

T

IN

G M a y

GATE 1 (BASE BID) AND TAINTER GATE 2 (OPTION 1).

REPAIR DETAILS SHOWN ON THIS SHEET ARE APPLICABLE TO BOTH TAINTER

WHILE GATE REPAIRS INCLUDED IN OPTION 1 ARE FOR TAINTER GATE 2 ONLY.

GATE REPAIRS INCLUDED IN THE BASE BID ARE FOR TAINTER GATE 1 ONLY 9.

GROUND FLUSH AND SMOOTH.

" FROM GIRDERS STIFFENERS. THE REMAINING REMNANTS SHALL BE 4

OF

TORCH LINE FOR ALL ITEMS IDENTIFIED FOR REMOVAL, SHALL BE MINIMUM 8.

ACCORDANCE WITH SECTION 09 97 02: PAINTING STEEL STRUCTURES.

PAINTING. BLASTING AND PAINTING OF TAINTER GATES SHALL BE IN

ALL STRUCTURAL REPAIRS SHALL BE COMPLETED PRIOR TO BLASTING AND 7.

RIBS.

COMPLETELY INSTALLED PRIOR TO REMOVAL OF SKIN PLATE AND VERTICAL

ALL BRACING MEMBERS IDENTIFIED TO BE REPLACED SHALL BE 6.

COMPLETELY RESTORED PRIOR REMOVAL OF THE NEXT BRACE.

SHALL BE REMOVED AND REPLACED AT ONE TIME. THE BRACE SHALL BE

ONLY ONE BRACING MEMBER BETWEEN THE MIDDLE AND BOTTOM GIRDER 5.

STRUCTURES FOR FRACTURE CRITICAL WELDS.

DEFINED IN SECTION 05 59 20: FABRICATION OF HYDRAULIC STEEL

FCM MUST COMPLY WITH THE FABRICATION AND TESTING REQUIREMENTS

ARE CONSIDERED FRACTURE CRITICAL MEMBERS (FCM). ALL WELDING TO

THE TOP, MIDDLE AND BOTTOM GIRDERS, INCLUDING STIFFENER PLATES, 4.

THICKNESS SHALL BE IN ACCORDANCE WITH AWS D1.5 SECTION 2.17.5.1.

TRANSITION OF THICKNESS AT BUTT JOINTS OF PARTS HAVING UNEQUAL 3.

DEFINED IN AWS D1.5.

ALL WELDING SHALL BE IN ACCORDANCE WITH WELDING PROCEDURES 2.

ALL REPLACEMENT STEEL SHALL BE ASTM A709 GRADE 50.1.

E5

SCALE: 3/16" = 1'-0"

D5

S-502

A7

S-503 D1

S-503

D5

S-503

A1

S-503

A9

S-502

A5

S-502

A9

S-502

A9

S-502

D8

L

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D E

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N E

D B

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D E

S C

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IP

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M A

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S I Z

E

S U

B M

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T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

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US Army Corps

G

G

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CJP

UT

DETAILS

S-506 FOR OPTION

" SST RUB PLATE, SEE 4

" RUB PLATE4

3FLANGE AND

" STIFFENER BETWEEN RIB 2

SKIN PLATE

3EXISTING

" SKIN PLATE

7NEW

RUB PLATE)

END OF GATE WELDED TO

WT9x25 END RIB (2 AT EACH

EXISTING WT9x25

TO SKIN PLATE INSTALLATION

NEW WT9x25, SPLICE PRIOR

ACCESS HOLE

1" RADIUS WELD

1'-0"

" SKIN

PLATE

13'-0" = N

EW

12'-0" = N

EW

W

T9x25 IN

TER

IO

R

VER

TIC

AL R

IB

CUT IN STEM OF WT

1" RADIUS ACCESS HOLE

BOTTOM GIRDER (FCM)

BOTTOM GIRDER (FCM)

NOTES:

1.SEE S-506 FOR END VERTICAL RIB AND

RUB PLATE REPAIR OPTIONS.

MT / PT

CJP

UT

MT / PT

C VERTICAL RIBL C VERTICAL RIBL

G

L

1'-7"

" PLATE

90°

G

" CONT. PLATE

TO REMAIN

EXISTING WT5x22.5

" SKIN PLATE

7NEW

INSTALLATION

PRIOR TO SKIN PLATE

NEW WT9x25, SPLICE

EXISTING WT TO REMAIN

WIDTH OF GATE

" CONT. PLATE ACROSS

P 7" x 7"

" PLATE2

" CONT. PLATE16

1" x 102

MT / PT

CJP

UT

CJP

UT

CJP

UT

CJP

UT

CJP

UT

CJP

UT / RT

TYP

O p t t it le

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S I

DD1 D5

A4

A7

SCALE: 3/4" = 1'-0"

SECTION

SCALE: 3/4" = 1'-0"

SECTION

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

DETAIL

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

WELD ACCESS HOLE DETAIL

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

S M

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S-503

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GENERAL SHEET NOTES

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G M a y

GATE 1 (BASE BID) AND TAINTER GATE 2 (OPTION 1).

REPAIR DETAILS SHOWN ON THIS SHEET ARE APPLICABLE TO BOTH TAINTER

WHILE GATE REPAIRS INCLUDED IN OPTION 1 ARE FOR TAINTER GATE 2 ONLY.

GATE REPAIRS INCLUDED IN THE BASE BID ARE FOR TAINTER GATE 1 ONLY 7.

ACCORDANCE WITH SECTION 09 97 02: PAINTING STEEL STRUCTURES.

PAINTING. BLASTING AND PAINTING OF TAINTER GATES SHALL BE IN

ALL STRUCTURAL REPAIRS SHALL BE COMPLETED PRIOR TO BLASTING AND 6.

TO SKIN PLATE INSTALLATION.

ALL NEW WT9x25 VERTICAL RIBS SHALL BE REPLACED AND SPLICED PRIOR 5.

RIBS.

COMPLETELY INSTALLED PRIOR TO REMOVAL OF SKIN PLATE AND VERTICAL

ALL BRACING MEMBERS IDENTIFIED TO BE REPLACED SHALL BE 4.

THICKNESS SHALL BE IN ACCORDANCE WITH AWS D1.5 SECTION 2.17.5.1.

TRANSITION OF THICKNESS AT BUTT JOINTS OF PARTS HAVING UNEQUAL 3.

ACCORDANCE WITH WELDING PROCEDURES DEFINED IN AWS D1.6.

STRUCTURAL STEEL TO EXISTING STAINLESS STEEL SHALL BE IN

MEMBERS TO THE EXISTING STAINLESS STEEL RUB PLATE. WELDING OF NEW

DEFINED IN AWS D1.5 EXCLUDING WELDING OF NEW STRUCTURAL STEEL

ALL WELDING SHALL BE IN ACCORDANCE WITH WELDING PROCEDURES 2.

ALL REPLACEMENT STEEL SHALL BE ASTM A709 GRADE 50.1.

A4

S-503

S-503

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US Army Corps

TYPICAL 24 LB. ANODE

E6/S-504 FOR ADDITIONAL DETAILS

TYPICAL 24 LB. ANODE, SEE

NOTES:

1. LAYOUT OF ANODES ON DOWNSTREAM SIDE OF GATE ON

HORIZONTAL GIRDER IS SHOWN FOR TOP GIRDER. LAYOUT

FOR MIDDLE AND BOTTOM GIRDER IS SIMILAR.

59'-7"

3'-9 1/2 "6'-0"7'-0"7'-0"6'-0"6'-0"7'-0"7'-0"6'-0"3'-9 1/2 "

/4

/8

/8

59'-7"

2'-9"7'-3"8'-4"8'-4"3'-1 1/2 "3'-1 1/2 "8'-4"8'-4"7'-3"2'-9"

L GATEC

UPSTREAM SIDE OF SKIN PLATE

1'-6"

5"8"5"

" DIA. HOLE (TYP.)4

GALVANIZED STEEL STRAP

" THK. X 2" WIDE4

24 LB. ANODE

GIRDER WEB

SKIN PLATE OR

ANODE

STD LOCK WASHER

" DIA ASTM F8448

A563 NUT

" DIA ASTM8

WELDING

SUPPLEMENTAL S1 FOR

ASTM A307 GRADE A

GRADE A BOLT MEETING

" DIA ASTM A307 8

CJP

MT / PT

TRANSITION UNEQUAL

THICKNESS AT 1:2.5

GENERAL SHEET NOTES

GATE 1 (BASE BID) AND TAINTER GATE 2 (OPTION 1).

REPAIR DETAILS SHOWN ON THIS SHEET ARE APPLICABLE TO BOTH TAINTER

WHILE GATE REPAIRS INCLUDED IN OPTION 1 ARE FOR TAINTER GATE 2 ONLY.

GATE REPAIRS INCLUDED IN THE BASE BID ARE FOR TAINTER GATE 1 ONLY 9.

PAINT TO ANODE SURFACE.

TO THE ANODE MOUNTING STRAPS AND BOLT ASSEMBLIES. DO NOT APPLY

ONCE THE DESIRED CONTINUITY IS ACHIEVED, APPLY A COAT OF VINYL PAINT 8.

STEEL ANODE STRAPS AND CONNECTING HARDWARE.

BE REMOVED AND CLEANED, INCLUDING BOLT THREADS, BOTH SIDES OF

READINGS MUST BE LESS THAN 0.1 OHM. DISCONTINUOUS ANODES ARE TO

2K OHM SCALE ON A HIGH IMPEDANCE VOLT – OHM METER. ACCEPTABLE

CHECK CONTINUITY BETWEEN THE ANODE FACE AND STEEL GATE USING THE 7.

ONLY.

REMOVE THE PLASTIC COATING FROM THE OUTER SURFACE OF THE ANODE 6.

CONNECTION MUST BE FIRM AND TIGHT.

MOUNT THE ANODE TO THE BOLTS USING LOCK WASHER AND NUT. THIS 5.

THREADS AND UNDERSIDE OF BOLT HEAD.

FROM ALL BOLTS. USE A WIRE BRUSH TO CLEAN ANY PAINT FROM THE

AFTER THE GATE IS PAINTED AND DRY, REMOVE THE PROTECTIVE WRAP 4.

PAINTING THE GATE.

TAPE AND WRAP THE BOLT THREADS AND UNDER SIDE OF HEAD PRIOR TO 3.

HEAD IS TO BE FILLET WELDED TO THE GATE STEEL.

ASTM A 307 HEX HEAD BOLTS. THE ENTIRE CIRCUMFERENCE OF THE HEX

THE ANODES WILL BE MOUNTED TO THE GATE WITH 5/8 INCH DIAMETER, 2.

AND SMOOTH.

GATE. AFTER REMOVAL, THE WELD REMNANTS SHALL BE GROUND FLUSH

GIRDER WEB. THE EXISTING ANODE MOUNTING STRAPS ARE WELDED TO

HAS 29 ANODES UPSTREAM OF SKIN PLATE AND 8 ANODES ON TOP OF EACH

ALL EXISTING ANODES SHALL BE REMOVED FROM EACH GATE. EACH GATE 1.

FOLLOWS:

INSTALLATION NOTES FOR GALVANIC (MAGNESIUM) ANODE SYSTEM ARE AS

D1

B1

E6

C6

A6

ANODE ARRANGEMENT - SKIN PLATE ELEVATION

PLAN ANODE ARRANGEMENT

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

SCALE: 3/16" = 1'-0"

SCALE: 3/16" = 1'-0"

SECTION

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

DETAIL

SCALE: 3" = 1'-0"

O p t t it le

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TYPICAL 24 LB. MAGNESIUM ANODE

C A

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C6

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S-504

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US Army Corps

39'-2 1/4 "

R

38'-11 3/4 "

R

" DIA HOLES16

11L

C

" DIA HOLES16

11L C

SOCKET CAP SCREWS)

COUNTERSUNK HOLES FOR FLAT HEAD

" x 3" STAINLESS BAR W/ 2

1MK. S-505-1 (

" DIA HOLES)16

11" x 3" STAINLESS BAR WITH 2

1MK. S-505-2 (

" RADIUS8

1OREINTATION OF

SEE ASSEMBLY DETAIL FOR

45º TAPER AT BOTTOM OF GATE

1L6x4x

HEIGHT OF GATE ON THE 4" LEG

DIRECTION AT 6" SPACING ALONG

" x 1" SLOTS IN HORIZONTAL16

45º TAPER AT BOTTOM OF GATE

/2

/2

" SKIN PLATE16

7NEW

FOR OPTION DETAILS

" SST RUB PLATE, SEE S-5064

SEE SHEET NOTE 4

FACE OF PIER

" x 4" NEOPRENE GASKET4

1NEW

MK. S-505-2

MK. S-505-3

MK. S-505-1

SEE SHEET NOTE 3

SEE SHEET NOTE 1

SEE SHEET NOTE 2

OPTION DETAILS

WT9x25, SEE S-506 FOR

FLANGE (FCM)

HORIZONTAL GIRDER

MK. S-505-2

NEW SHIM PLATE

" RADIUS8

" RADIUS8

MK. S-505-1

NEW CLAMP PLATE

F1

D1

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

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

MK. S-505-3 (1 REQ'D PER GATE AS SHOWN AND 1 REQ'D PER GATE OPP. HAND)

DETAIL

SCALE: 6" = 1'-0"

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MK. S-505-1 & MK. S-505-2 (1 EACH REQ'D PER GATE AS SHOWN AND 1 EACH REQ'D PER GATE OPP. HAND)

S

ID

E S

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S

SHEET KEYNOTES

PRIOR TO FRABRICATION AND INSTALLATION.

THE CONTRACTOR SHALL VERIFY EXISTING SEAL ASSEMBLY DIMENSIONS 1.

A1

SIDE SEAL ASSEMBLY

SCALE: 3" = 1'-0"

GATE 1 (BASE BID) AND TAINTER GATE 2 (OPTION 1).

REPAIR DETAILS SHOWN ON THIS SHEET ARE APPLICABLE TO BOTH TAINTER

WHILE GATE REPAIRS INCLUDED IN OPTION 1 ARE FOR TAINTER GATE 2 ONLY.

GATE REPAIRS INCLUDED IN THE BASE BID ARE FOR TAINTER GATE 1 ONLY 8.

THE SIDE SEAL AND SEALING SURFACE IS PROVIDED.

" PRESET BETWEEN 8

SIDE SEAL ANGLE SHALL BE LOCATED SUCH THAT AN 7.

SIDE SEAL ASSEMBLIES.

AND CLAMP BAR. ENTIRE GATE SHALL BE PAINTED PRIOR TO INSTALLING

ANGLE SHALL BE PAINTED PRIOR TO ASSEMBLY WITH SEAL, STAINLESS SHIM 6.

ANGLE, STAINLESS SHIM AND CLAMP BAR WITH EXISTING MEMBERS.

CONTRACTOR SHALL MATCH DIMENSIONS AND BOLT LOCATIONS ON SEAL 5.

WITH APPROPRIATE NUT, WASHER AND JAM NUT. PROVIDE THREAD LOCKER.

" DIAMETER ASTM F593 GRADE 304 8

NEW HEX HEAD CAP SCREWS SHALL BE 4.

APPROPRIATE NUT AND WASHER. PROVIDE THREAD LOCKER.

" DIA. ASTM F879 WITH 8

NEW FLAT HEAD SOCKET CAP SCREWS SHALL BE 3.

" PRESET.16

HAVE

REMOVE AND REPLACE SIDE SEAL ASSEMBLIES. INSTALLED SEALS SHALL 2.

OF GATE.

NEW SEAL TO HAVE TEFLON CLADDING ON SEALING SURFACE ALONG HEIGHT 1.

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S-505

'-2 /8

2 2

" SKIN PLATE16

7NEW

FACE OF PIER

FLANGE (FCM)

HORIZONTAL GIRDER

MT / PT

CJP

UT

TRANSITION UNEQUAL

THICKNESS AT 1:2.5

O N

R A

D

1'-9 3/4 "

1'-5 1/2 "4 1/4 "

1'-4 1/2 " 1/2 " 1/2 "

9"6 1/2 "

/2

/4

9"6 1/2 "

6 1/ 2 "

R

6 1 /2

R

3 1/2 "3 1/2 "

3 1/2 "3 1/2 "

45'-0"R

45'-0 3/4 "R

3/4 "

/2

6"

1'-3"R

/2

16MT / PT

TYP

G

CJP

UT

TRANSITION UNEQUAL

THICKNESS AT 1:2.5

ROPE GUIDE, (2) PER GATE

NEW TOP OF GATE WIRE

BRACING MEMBER

EXISTING ST5WF22.5

NEW WT9x25 END RIBS

" RUB PLATE4

3NEW

" PLATE4

3NEW

" PLATE2

1NEW

" PLATE2

1NEW

" PLATE2

1NEW

IS SHOWN ON REFERENCE DRAWINGS

GOVERNMENT IF THE DIAMETER DIFFERS FROM WHAT

OF THE PIN AFTER REMOVAL AND NOTIFY THE

IN FIELD, CONTRACTOR SHALL VERIFY THE DIAMETER

LINE BORE BOTH PIN PLATES 5.001" (+0.002" OR -0.000")

PLATE

" RUB 4

NEW

BOLTS, TYP EACH PLATE

" DIA 2

" DEEP FOR (2) 8

" DIA x 1 2

DRILL AND TAP

ACCESS HOLE, TYP

1" RADIUS WELD

CL OF BOTTOM SEAL PLATE

EL. 340.0

BOTTOM OF GATE

" SEAL PLATE2

" RUB PLATE4

" PLATE16

2" HITCH PLATE (FCM)

2" HITCH PLATE (FCM)

/4

/2

/4

/4

/2

/4 " 8

/2

3/8 "

3/8 "

3/8 "

3/8 "

SHOWN FOR CLARITY

ST5WF22.5 BRACING MEMBERS NOT

NEW WT9x25 END RIBS, EXISTING

ACCESS HOLE, TYP

1" RADIUS WELD

/4

57'-5" CL TO CL OF CABLE HITCH

/2

/2

4 3/16 " 1'- 5/8 " 6 11/16 "

1'-11 1/2 "

1'-1"

2"2"

HITCH

CL OF CABLE

NEW WT9x25 END RIBS

" RUB PLATE4

NEW

2" HITCH PLATE (FCM), TYP

CL OF PIN

" SKIN PLATE16

ACCESS HOLE, TYP

1" RADIUS WELD

RUB PLATE AND RIB FLANGE

" BETWEEN 2

13- PL'S 3¼" x ½" x 0'-8

TYP

CJP

UT

CJP

UT

CJP

UT

CJP

UT

MT / PT MT / PT

MT / PT

MT / PT

FCW

MT

FCW

MT

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G A

T E

D E

T A

IL

S

T A

IN

T

E R

G A

T E

D E

T A

IL

S

F5

C1

A1

DETAIL (OPTIONS 2 & 3 ONLY)

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

SECTION (OPTIONS 2 & 3 ONLY)

SCALE: 3" = 1'-0"

GATE END ELEVATION (CONTRACT OPTIONS 2 & 3 ONLY)

SCALE: 3/8" = 1'-0"

O P

T

IO

N

O

P T

IO

N

O

P T

IO

N

O P

T

IO

N

A8

SECTION (OPTIONS 2 & 3 ONLY)

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

DETAIL (OPTIONS 2 & 3 ONLY)

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

SHEET KEYNOTES

ROPES.

AND PIN LOCKS TO BE SALVAGED AND REUSED IN REINSTALLATION OF WIRE

SHALL BE PROTECTED DURING REPAIRS AND PAINTING. EXISTING HITCH PINS

REMAIN ATTACHED TO THE EXISTING SOCKET BLOCKS AND HOIST DRUM AND

REPLACEMENT HITCH BLOCK ASSEMBLY DETAILS.