W912ES24R0002 Amendment 0003 Plans.pdf

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Attached to
LOCK AND DAM 5A ROUTINE GATE MAINTENANCE Federal contract opportunity
Solicitation number
W912ES24R0002
Issued by
Department of the Army Corps of Engineers Engineering District St Paul

About this file

This document is a Request for Proposal (RFP) issued by the U.S. Army Corps of Engineers (USACE), St. Paul District, for the Lock and Dam No. 5A Routine Gate Maintenance project. The scope of work includes cleaning, repainting, and repairing the dam roller gates, as well as optional rehabilitation of the bulkhead trucks and tainter gate bulkheads, and implementation of roller gate cathodic protection. The project is a Firm, Fixed-Price contract with an anticipated magnitude between $25.0 Million and $100.0 Million, and is set aside for small businesses under NAICS code 237990, Other Heavy and Civil Engineering Construction. The solicitation will be evaluated using the Lowest Price Technically Acceptable (LPTA) method. Offerors must be registered in the System for Award Management (SAM) prior to award.

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Text version

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LIMITS OF WORK

FILL

CUT

97-41M

WATERMAIN

P.I. POINT

MANHOLE

CATCHBASINCB

WATER VALVE

FIRE HYDRANT

SANITARY SEWER

EXISTING

STORM SEWER

EXISTING

LEVEE

AND NUMBER

DWG OUTLINE

OVERHEAD P0WER

EXISTING

GROUND DUCT

EXISTING UNDER-

EXISTING GAS

SHEETPILE

SHEET ID X-000

BUILDINGS

REMOVED

SEWER

SANITARY

NEW

SEWER

NEW STORM

GENERAL LEGEND

AND NUMBER

LOCATION

BORING

3 DIMENSIONAL

POINT

CONTROL

2 DIMENSIONAL

POINT

CONTROL

1 DIMENSIONAL

POINT

CONTROL##

DESCRIPTION

CONSTRUCTION DRAWING INDEX

PRODUCT I.D.

DRAWING NO.

AS-BUILT

REF.

SHEET

EC100

S-507

S-506

S-505

S-504

S-503

S-502

S-501

CS103

CS102

CS101

G-101

G-004

G-003

G-002

G-001

ROLLER GATE SKIN PLATE ANODE LAYOUT, GENERAL NOTES & DETAILS

ELECTRICAL DRAWINGS

ROLLER GATE UPSTREAM ELEVATION

ROLLER GATES SHIELD DETAILS

ROLLER GATE INTERMEDIATE BRACING GENERAL NOTES

ROLLER GATES END SHIELDS - SHEET 3 OF 3

ROLLER GATED END SHIELDS - SHEET 2 OF 3

ROLLER GATES END SHIELDS - SHEET 1 OF 3

STRUCTURAL BILL OF MATERIALS

STRUCTURAL DRAWINGS

STAGING AREA 3 & GENERAL NOTES - SHEET 3 OF 3

STAGING AREA NORTH & GENERAL NOTES - SHEET 2 OF 3

STAGING AREA SOUTH & GENERAL NOTES - SHEET 1 OF 3

STAGING AREA

GENERAL SITE PLAN & GENERAL NOTES

REFERENCE DRAWING INDEX

DRAWINGS INDEX, GENERAL NOTES & LEGEND

VICINITY MAP, CONTROL POINT TABLE & LOCATION MAP

COVER SHEET

GENERAL SHEET

LD5AGM_G-101.dgn

LD5AGM_G-004.dgn

LD5AGM_G-003.dgn

LD5AGM_G-002.dgn

LD5AGM_G-001.dgn

LD5AGM_CS103.dgn

LD5AGM_CS102.dgn

LD5AGM_CS101.dgn

LD5AGM_EC-100.dgn

LD5AGM_S-507.dgn

LD5AGM_S-506.dgn

LD5AGM_S-505.dgn

LD5AGM_S-504.dgn

LD5AGM_S-503.dgn

LD5AGM_S-502.dgn

LD5AGM_S-501.dgn

D1

SCALE:

TITLE

SECTION/DETAIL

NTS

GENERAL VIEW SYMBOLS

D1

SCALE:

DETAIL/SECTION

SUPPLEMENTAL INFORMATION

DETAIL/SECTION

1" =XXX'

SUPPLEMENTAL INFORMATION

N

0 1' 2'

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLETOP

FRONT SIDE

ELEVATION SECTION A-A

DrawingIdentifier

SheetName

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SheetName

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SheetName

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CJ CONSTRUCTION JOINT

CMP CORRUGATED METAL PIPE

CONCRETE

DIAMETER

EACH FACE

EXPANSION JOINT

ELEVATION

DRAWINGDWG

CONC

DIA

EF

EJ

EL

GENERAL ABBREVIATIONS

C/L

BOTTOMBOT

CENTER LINE

APPROXIMATE

ALTERNATE WITH

ALUMINUM

BITUMINOUS

APPROX

ALT W/

ALUM

BITUM

* UNLESS OTHERWISE NOTED ON EACH SHEET

C&G

CLR

CURB & GUTTER

CLEAR

EXIST EXISTING

EACH WAYEW

FAR FACE

GALVANIZED

FLARED END SECTION

HEIGHT

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GALV

FES

HT

MAX

MIN

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MAXIMUM

MINIMUM

MIRR MIRRORED

IF

LONG

LANDWARDL/W

LG

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TYP

MISCELLANEOUS

NEAR FACE

OUTSIDE FACE

ON CENTER

STAINLESS STEEL

TOP AND BOTTOM

TYPICAL

NUMBER

SAN SANITARY

SPECIFICATIONS

MISC

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NO

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NTS NOT TO SCALE

NF

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UNO

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W

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JT JOINT

SQ SQUARE

PL PLATE

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EQ SP EQUALLY SPACED

OPP OPPOSITE

MG MECHANICALLY GALVANIZED

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LOCK AND DAM 5A HYDROLOGIC INFORMATIONR-001 - R-009

PIER NO. 14 - MASONRY DETAILSM-L5A-40/42-FS

GENERAL PLAN OF STORAGE YARDM-L5A-40/39-FS

PIER NO. 1 - HANDRAILINGM-L5A-40/26-FS

DETAILS OF PLATES, LADDER RUNGS, ANCHOR BOLTS, AND NOSE PLATESM-L5A-40/26-FS

PIER NO. 11 - ABUTMENT MASONRY DETAILSM-L5A-40/26-FS

PIER NO. 7-10 - MASONRY DETAILSM-L5A-40/20-FS

PIER NO. 6 -TRANSITION MASONRY DETAILSM-L5A-40/16-FS

PIERS NO. 2-5 - RECESS FOR FIXED METAL PARTSM-L5A-40/15-FS

PIERS NO. 2-5 - MASONRY DETAILSM-L5A-40/13-FS

DAM GENERAL PLANM-L5A-40/1-FS

STORAGE YARD - ELECTRICAL PLAN AND ELEVATIONM-L5A-56/15-FS

STORAGE YARD - ELECTRICAL SYSTEM LIGHTINGM-L5A-56/15-FS

EMERGENCY BULKHEAD - ROLLER GATES - STORAGE TRUCK DETAILSM-L5A, 6-58/14A-FS

EMERGENCY BULKHEAD - ROLLER GATES - STORAGE TRUCKS ASSEMBLY AND DETAILSM-L5A, 6-58/13A-FS

TAINTER GATE STOPLOGS AND PICKUP DEVICEM-L5A-58/9-FS

EMERGENCY BULKHEAD - TAINTER GATES - ROLLER AND SIDE SEAL DETAILSM-L5A-58/6-FS

EMERGENCY BULKHEAD - TAINTER GATES - PLAN & ELEVATIONM-L5A-58/5-FS

EMERGENCY BULKHEAD - ROLLER GATES - END REACTION AND GUIDE ROLLER ASSEMBLYM-L5A-58/4-FS

EMERGENCY BULKHEAD - ROLLER GATES - REACTION AND GUIDE WHEEL ASSEMBLYM-L5A-58/3-FS

EMERGENCY BULKHEAD - ROLLER GATES - SECTION & DETAILSM-L5A-58/2-FS

EMERGENCY BULKHEAD - ROLLER GATES - PLAN & ELEVATIONM-L5A-58/1-FS

ROLLER GATE PIER AND TAINTER GATE PIER SECTION ELEVATIONSM-R5A-5/9

ROLLER GATE - GENERAL ARRANGEMENT SECTION & ELEVATIONM-L5A-47/1-FS

ROLLER GATE - FIXED METAL FOR TRACKS (2)M-L5A-40/33-FS

ROLLER GATE - BULKHEAD RECESS AND BEARING DETAILSM-L5A-40/29-FS

ROLLER GATE - APRON AND SILL MASONRY DETAILSM-L5A-40/11-FS

ROLLER GATE - PIER DESIGN DATA M-L5A-40/A-FS

ROLLER GATE - PIERS 2, 3, 4, 5 ELECTRICAL PLAN AND SECTIONM-L5A-56/022

ROLLER GATE - PIERS 1 AND 6 ELECTRICAL PLAN AND SECTIONM-L5A-56/021

ROLLER GATE - HEATER INSTALLATION DETAILS M-L5A-56/6-FS

ROLLER GATE - HEATERS AND INSTALLATIONM-L5A-56/5-FS

ROLLER GATE - EMBEDDED CONDUITM-L5A-56/2A-FS

ROLLER GATE - ACCESS HOLES AND COVERSM-L5A-47/7

ROLLER GATE - RAPIRS TO GATE NO. 2M-L5A-47/6

ROLLER GATE - DESIGN DATAM-L5A-47/4-FS

ROLLER GATE - LOAD ANALYSISM-L5A-47/3-FS

ROLLER GATE - HANGER ASSEMBLY AND DETAILSM-L5A-47/2C-FS

ROLLER GATE - AUXILIARY POSITION INDICATORM-L5A-47/2A-FS

ROLLER GATE - ASSEMBLY OF OPERATING MACHINERYM-L5A-47/2-FS

ROLLER GATE -FIXED METAL FOR TRACKSSD-D5A-83

ROLLER GATE - MISC DETAILS AND CHAIN ANCHORSD-D5A-81

ROLLER GATE - DRUM DETAILS (3)SD-D5A-80

ROLLER GATE - DRUM DETAILS (2)SD-D5A-79

ROLLER GATE - DRUM DETAILS (1)SD-D5A-78

ROLLER GATE - SHOP ASSEMBLIES FOR APRONSD-D5A-77

ROLLER GATE - APRON FRAMES AND CHANNELSSD-D5A-76

ROLLER GATE - APRON & SEALSSD-D5A-75

ROLLER GATE - ASSEMBLY OF END DRUMSSD-D5A-74

ROLLER GATE - DRUM DETAILS NONDRIVE ENDSD-D5A-73

ROLLER GATE - DRUM DETAILS DRIVE ENDSD-D5A-72

ROLLER GATE - CHAIN TRACK & RIM EXT.SD-D5A-71

ROLLER GATE - LOAD DISC SECTIONSSD-D5A-68

ROLLER GATE - LOAD DISC DETAILSSD-D5A-67

ROLLER GATE -END SHIELDS (2)SD-D5A-66

ROLLER GATE -END SHIELDS (1)SD-D5A-65

ROLLER GATE - DRUM ASSEMBLYSD-D5A-64

ROLLER GATE - BAFFLE DETAILSSD-D5A-63

ROLLER GATE - ERECTION DIAGRAMSD-D5A-60

ROLLER GATE - MACHINERY SUPPORT AND GATE HANGERSD-D5A-59

ROLLER GATE - HEATING ELEMENTS - DRUMSSD-D5A-56

ROLLER GATE - RACK AND RIM ASSEMBLYSD-D5A-55

ROLLER GATE - SILL DETAILSSD-D5A-54

ROLLER GATE - DETAILS OF RACK SUPPORTSD-D5A-53

ROLLER GATE - HEATER BOXES & ANCHORSSD-D5A-51

ROLLER GATE - RACK AND RIM DETAILSSD-D5A-50

ROLLER GATE - LAYOUT OF RACK AND GEAR RIMSD-D5A-49

ROLLER GATE - DRUM & APRON BRACINGSD-D5A-48

ROLLER GATE - INTERMEDIATE BRACINGSD-D5A-47

ROLLER GATE - APRON DETAILSSD-D5A-46

ROLLER GATE - END SHIELD & ARMATURESD-D5A-45

ROLLER GATE - END DISCS & CHANNEL RIBSSD-D5A-44

ROLLER GATE - LOAD DISCS & END DISCSSD-D5A-43

ROLLER GATE - GENERAL ARRANGEMENTSD-D5A-42

DESCRIPTIONDRAWING NO.

REFERENCE DRAWING INDEX

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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N E

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ID

GENERAL SHEET NOTES

FIELD VERIFY ALL DIMENSIONS.

SITE CONDITIONS MAY VARY FROM REFERENCE DRAWINGS.1.

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T E B

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IN

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H E E T S

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SCALE: 1" = 60'

PLAN - OVERALL SITE

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ELEVATIONS SEE SHEET S-507

ROLLER GATE UPSTREAM

AUXILIARY LOCK CHAMBER

MAIN LOCK CHAMBER

®of Engineers

US Army Corps

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ID60' 120'0

N

DIMENSIONS.

CONCRETE SILL DOWNSTREAM OF THE ROLLER GATE BAYS. SEE REFERENCE DRAWINGS FOR

CONTRACTOR MAY NOT USE SPUDS TO POSITION BARGES OR OTHER FLOATING PLANT OVER THE 2.

FEET DOWNSTREAM OF THE DAM.

RESTRICTED AREA IS DELINEATED BY BUOYS AND EXTENDS 600 FEET UPSTREAM OF THE DAM AND 150

EQUIPMENT WITHIN THE RESTRICTED AREA UPSTREAM OR DOWNSTREAM OF THE DAM. THE

CONTRACTOR SHALL COORDINATE WITH THE LOCKMASTER PRIOR TO MOVING ANY PERSONNEL OR 1.

GENERAL SHEET NOTES

SCOPE OF WORK (SEE SPECIFICATIONS FOR DETAILS)

INSTALL CATHODIC PROTECTION ON THE ROLLER GATE SKIN PLATES, VIA SACRIFICIAL ANODES.10.

FOR CORROSION.

PROVIDE "REMAINING THICKNESS" MEASUREMENTS ON THE ROLLER GATE CHAIN LINKS TO CHECK 9.

SANDBLAST, PAINT, AND REPLACE SEALS ON TAINTER GATE BULKHEADS.8.

SANDBLAST, REPAIR , AND PAINT TAINTER GATE BULKHEADS.7.

OPTIONAL WORK ITEMS:

SANDBLAST, PAINT, AND REPLACE SEALS ON ROLLER GATE BULKHEADS AFTER USE.6.

REPLACE ROLLER GATE SEALS.5.

SANDBLAST, INSPECT, REPAIR, & PAINT ROLLER GATES.4.

EXPAND ROLLER GATE ACCESS MANHOLE AND FABIRCATE ACCOMPANYING COVER PLATE.3.

REPLACE ROLLER GATE END SHIELDS.2.

SANDBLAST, REPAIR, AND PAINT ROLLER GATE BULKHEADS PRIOR TO USE.1.

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THREADS FROM THE SHEAR PLANE.

CONNECTIONS SHALL EXCLUDE BOLT

CONTRACTING OFFICER. ALL BOLTED

PATTERNS, FOR APPROVAL BY

DRAWINGS INCLUDING BOLT HOLE

CONTRACTOR SHALL SUBMIT SHOP

MULTIPLE MEMBERS WHERE POSSIBLE.

HAS POISITIONED BOLT HOLES TO MATE

LENGTH OF BOLTS NEEDED, DESIGN

CONTRACTOR TO VERIFY NUMBER AND

F3125

MG-ASTM

" BOLT4

374058

MAKE FROM WASTE PLATE" X 4' 2" LG. FILLER PIECE2

" X 2 8

MAKE FROM WASTE PLATE" LG. FILLER PIECE2

" X 3' 6 2

" X 2 8

MAKE FROM WASTE PLATE" X 2' 10" LG. FILLER PIECE2

" X 2 8

MAKE FROM 26' 6" LG. ANGLE" LG. ANGLE IRON4

" X 6 2

" X 3" X 2 8

MAKE FROM 28' 0" LG. ANGLE" LG. ANGLE IRON2

" X 3" X 3" X 9 8

MAKE FROM 28' 0" LG. ANGLE" X 3" X 3" X 10" LG. ANGLE IRON8

MAKE FROM 30' 0" LG. ANGLE" X 5" X 3" X 7" LG. ANGLE IRON8

MAKE FROM 45' 2" LG. ANGLE" X 4" X 4" X ABT. 13' 8" LG. ANGLE IRON8

MAKE FROM 30' 6" LG. ANGLE" X 4" X 4" X 7' 8" LG. ANGLE IRON8

MAKE FROM 32' 8" LG. ANGLE" X 4" X 4" X 8' 3" LG. ANGLE IRON8

MAKE FROM 31' 6" LG. ANGLE" X 3" X 3" X ABT. 4' 0" LG. ANGLE IRON8

MAKE FROM 31' 6" LG. ANGLE" X 3" X 3" X ABT. 27' 6" LG. ANGLE IRON8

MAKE FROM 28' 0" LG. ANGLE" X 3" X 3" X ABT. 11' 0" LG. ANGLE IRON8

MAKE FROM 25' 10" LG. ANGLE" X 3" X 3" X 6' 7" LG. ANGLE IRON8

MAKE FROM 18' 10" LG. ANGLE" X 3" X 3" X 4' 10" LG. ANGLE IRON8

MAKE FROM 19' 2" LG. ANGLE" X 3" X 3" X 3' 2" LG. ANGLE IRON8

MAKE FROM 21' 3" LG. ANGLE" X 3" X 3" X 3' 7" LG. ANGLE IRON8

MAKE FROM 36' 6" LG. ANGLE" LG. ANGLE IRON4

" X 26 2

" X 22

" X 2 8

MAKE FROM 36' 6" LG. ANGLE" LG. ANGLE IRON4

" X 16 2

" X 2 2

" X 2 8

MAKE FROM 36' 6" LG. ANGLE" X 12" LG. ANGLE IRON2

" X 2 2

" X 2 8

MAKE FROM 36' 6" LG. ANGLE" X 13" LG. ANGLE IRON2

" X 2 2

" X 2 8

MAKE FROM 36' 6" LG. ANGLE" X 23" LG. ANGLE IRON2

" X 2 2

" X 2 8

MAKE FROM 36' 6" LG. ANGLE" X 3' 2" LG. ANGLE IRON2

" X 2 2

" X 2 8

MAKE FROM 32' 3" LG. ANGLE" X 5' 6" LG. ANGLE IRON2

" X 2 2

" X 2 8

MAKE FROM 32' 3" LG. ANGLE" X 5' 5" LG. ANGLE IRON2

" X 2 2

" X 2 8

MAKE FROM 32' 3" LG. ANGLE" X 4' 9" LG. ANGLE IRON2

" X 2 2

" X 2 8

MAKE FROM 32' 3" LG. ANGLE" LG. ANGLE IRON2

" X 4' 1 2

" X 2 2

" X 2 8

MAKE FROM 32' 3" LG. ANGLE" LG. ANGLE IRON2

" X 4' 0 2

" X 2 2

" X 2 8

MAKE FROM 36' 6" LG. ANGLE" X 3' 9" LG. ANGLE IRON2

" X 2 2

" X 2 8

MAKE FROM 26' 6" LG. ANGLE" LG. ANGLE IRON2

" X 3" X 19' 3 2

" X 2 8

MAKE FROM 26' 6" LG. ANGLE" LG. ANGLE IRON16

" X 3" X 6' 3 2

" X 2 8

MAKE FROM WASTE PLATE" LG. FILLER PLATE4

" X 3" X 7 8

" X 66" LG. PLATE2

MAKE FROM 20 " LG. BRACKET8

" X 19 16

" X 10 8

" X 66" LG. PLATE2

MAKE FROM 20 " X 20" LG. BRACKET32

" X 10 8

MAKE FROM 33" X 66" PLATE" LG. GUSSET PLATE2

" X 12" X 13 8

MAKE FROM 36' 0" LG. PLATE1" X 9" X ABT. 12" LG. SOLE PLATE120

MAKE FROM 36' 0" LG. PLATE1" X 9" X ABT. 177" LG. SOLE PLATE119

MAKE FROM 36' 0" LG. PLATE1" X 9" X ABT. 150" LG. SOLE PLATE118

MAKE FROM 36' 0" LG. PLATE1" X 9" X ABT. 85" LG. SOLE PLATE117

MAKE FROM 33" X 66" PLATE" LG. GUSSET PLATE4

" X 14 4

" X 11 8

MAKE FROM 33" X 66" PLATE" LG. GUSSET PLATE2

" X 3' 4 4

" X 17 8

MAKE FROM 101" X 122" PLATE" X 5" X 24" LG. BUTT STRAP16

MAKE FROM 50" X 188" PLATE" X 5" X 2' 10" LG. BUTT STRAP16

MAKE FROM 34' 0" LG. STRAP" LG. BUTT STRAP2

" X 5" X 2' 6 16

MAKE FROM 34' 0" LG. STRAP" X 5" X 3' 6" LG. BUTT STRAP16

MAKE FROM 34' 0" LG. STRAP" X 5" X 3' 3" LG. BUTT STRAP16

MAKE FROM 34' 0" LG. STRAP" X 5" X 4' 2" LG. BUTT STRAP16

MAKE FROM 34' 0" LG. STRAP" X 5" X 4' 9" LG. BUTT STRAP8

MAKE FROM 34' 0" LG. STRAP" LG. BUTT STRAP4

" X 5" X 4' 6 16

MAKE FROM 50" X 188" PLATE" X 42" X 156" LG.16

PLATE 16

MAKE FROM 50" X 188" PLATE" X 34" X 52" LG.16

PLATE 15

MAKE FROM 46" X 137" PLATE" LG.8

" X 137 32

" X 44 16

PLATE 14

MAKE FROM 101" X 122" PLATE" LG.8

" X 119 32

" X 100 16

PLATE 13

MAKE FROM 67" X 115" PLATE" LG.32

" X 114 2

" X 67 16

PLATE 12

MAKE FROM 72" X 105" PLATE

A572/A572M

ASTM

" LG.8

" X 104 2

" X 69 16

PLATE 11

NOTESMATERIALSIZE AND NAME

REQ.

NO.

NO.

ITEM

" SQ.2

" X 1 2

" BEVELED WASHERS - 1 8

528819

PLANE.

SHALL EXCLUDE BOLT THREADS FROM THE SHEAR

CONTRACTING OFFICER. ALL BOLTED CONNECTIONS

INCLUDING BOLT HOLE PATTERNS, FOR APPROVAL BY

CONTRACTOR SHALL SUBMIT SHOP DRAWINGS

TO MATE MULTIPLE MEMBERS WHERE POSSIBLE.

BOLTS NEEDED, DESIGN HAS POISITIONED BOLT HOLES

CONTRACTOR TO VERIFY NUMBER AND LENGTH OF

F3125

MG-ASTM

" BOLT8

MAKE FROM 36'-0" LG. ANGLE" X 7" LG. ANGLE4

" X 14

" X 14

MAKE FROM 36'-0" LG. ANGLE" LG. ANGLE2

" X 6' 114

" X 14

" X 14

MAKE FROM 36'-0" LG. ANGLE" X 12' 6" LG. ANGLE4

" X 14

" X 14

MAKE FROM 36'-0" LG. ANGLE" LG. ANGLE2

" X 12' 04

" X 14

" X 14

MAKE FROM 36'-0" LG. ANGLE" X 14' 4" LG. ANGLE4

" X 14

" X 14

MAKE FROM 36'-0" LG. ANGLE" X 14' 6" LG. ANGLE4

" X 14

" X 14

MAKE FROM 36'-0" LG. ANGLE" LG. ANGLE8

" X 134

" X 14

" X 14

MAKE FROM 36'-0" LG. ANGLE" X 7" LG. ANGLE4

" X 14

" X 14

MAKE FROM 30'-0" LG. ANGLE

A36/36M

ASTM

" LG. ANGLE16

" X 29' 114

" X 14

" X 14

MAKE FROM PIECE ORDERED 7'-3" LG." X 7' 1" LG. RUBBER SEAL2

" X 84

MAKE FROM PIECE ORDERED 12'-6" LG." X 12' 6" LG. RUBBER SEAL2

" X 84

2 24

MAKE FROM PIECE ORDERED 15'-0" LG." X 14' 10" LG. RUBBER SEAL2

" X 8 4

MAKE FROM PIECE ORDERED 2'-0" LG." LG. RUBBER SEAL4

" X 142

" X 8 4

MAKE FROM PIECE ORDERED 60'-1" LG.

RUBBER

LG. RUBBER SEAL8"

" X 79' 102

" X 8 4

NOTESMATERIALSIZE AND NAMENO. REQ.ITEM NO.

BILL OF MATERIALS - END SHIELD AND APRON SEALS

K1

BILL OF MATERIALS - END SHIELD

A1

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ELEVATION - ROLLER GATE END SHIELDS

SCALE: 1" = 1'-6"

A1

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PLAN NOTES

FOR ROLLER GATE INTERMEDIATE BRACING SEE PLAN A1 ON SHEET S-5053.

FOR POSITION ON EXISTING DRUM SEE DETAIL K10 ON SHEET S-5032.

DETAIL A10 ON SHEET S-503FOR END SHIELD PLATES SEE1.

GENERAL SHEET NOTES

SEE SPECIFICATIONS FOR APPROVED RIVET REMOVAL PROCEDURES.6.

ROLLER GATE BASE METAL IS ASTM A7 STEEL.5.

UNLESS INDICATED OTHERWISE.

ALL CONNECTIONS ARE TO BE CONSIDERED HIGH STRENGTH CONNECTIONS4.

ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION.3.

FROM CONTRACTING OFFICER.

CONNECTION OF VARIOUS MEMBERS WILL BE ALLOWED WITH APPROVAL

CONTRACTING OFFICER. MODIFICATIONS TO BOLT HOLE SPACING FOR

SHALL VERIFY ALL CONNECTION POINTS AND SUBMIT SHOP DRAWINGS TO

FOR CONNECTION OF END SHIELDS TO EXISTING DRUM. CONTRACTOR

END SHIELDS CONNECT TO EXISTING DRUM. RIVETS SHALL NOT BE USED 2.

SEE SPECIFICATIONS FOR DETAILS.

PAINT ALL PLATES AND MEMBERS PRIOR TO ASSEMBLY. 1.

STRUCTURAL LEGEND

BILLS OF MATERIALS SEE A1 ON SHEET S501

S -5

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A1

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

ELEVATION - EXISTING ROLLER GATE UPSTREAM

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EL. 631.0

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EXIST BASE OF RAIL

NOT SHOW FOR CLARIFICATION

EXIST OPERTATING HOUSE1.

NOTE:

EXIST ACCESS BRIDGE

(TYP.)

EXIST ROLLER GATE EXIST END SHIELDEXIST END SHILED

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ELEVATION SHOWN DEVELOPED FROM ORIGINAL LD5A 1.

GENERAL SHEET NOTE

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NOTES:

1. DETAILS SHOWS UPSTREAM FACE.

2. THE ABOVE VIEW SHOWS THE TYPICAL HORIZONTAL SPACING OF THE

CATHODIC PROTECTION ANODES. SEE SKIN PLATE SECTION VIEW FOR

ADDITIONAL ANODE LAYOUT INFORMATION.

SCALE: 6" = 1'-0"

MAGNESIUM

ANODE

3/4"Ø CARBON STEEL BOLT

3/4"Ø CARBON STEEL NUT

3/4"Ø CARBON STEEL LOCK

WASHER STRUCTURE

TYPICAL MOUNTING FOR

ANODES. FILLET WELD

AROUND BOLT HEAD

1/4" THICK X 2" WIDE

GALVANIZED STEEL STRAP

2"

PRE-DRILLED 3/4" BOLT HOLE;

MOUNTING BOLT NOT SHOWN;

SEE MOUNTING DETAIL FOR

HULL ANODE FOR INFO

A10

HULL ANODE MOUNTING NOTES:

1. ALL MOUNTING BOLTS SHALL BE A307 SUPPLEMENTAL REQUIREMENT S1,

(SEE STRUCTURAL SPECIFICATION); FULLY THREADED. PRIOR TO WELDING

THE MOUNTING BOLTS TO THE STRUCTURE, THE CONTRACTOR'S

CORROSION ENGINEER SHALL COORDINATE THE DIAMETER OF THE ANODE

MOUNTING STRAP HOLES WITH THE SIZES OF THE BOLT SHAFT, HEAD,

WASHERS, AND NUTS IN ORDER TO ASSURE THAT GOOD METAL TO METAL

CONTACT CAN BE ACHIEVED BETWEEN THESE COMPONENTS FOR A LOW

RESISTANCE ELECTRICAL CONNECTION BETWEEN THE ANODE AND THE

STRUCTURE.

2. THE BOLT TO SKIN PLATE WELD SHALL BE ACCOMPLISHED WITH SHIELDED

METAL ARC WELDING USING LOW HYDROGEN ELECTRODES. TO MAINTAIN

LOW MOISTURE OF LOW HYDROGEN ELECTRODES, A CONTROLLED

TEMPERATURE STORAGE OVEN SHALL BE USED IN ACCORDANCE WITH THE

CONTRACT SPECIFICATIONS AND AWS D1.5. WELD TESTING SHALL BE IN

ACCORDANCE WITH AWS D1.5 AND SPECIFICATION SECTION 05 59 20.

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

SKIN PLATE SECTION

G16

CATHODIC PROTECTION - ROLLER GATE - UPSTREAM

G2

A6

9"x9"x2" HULL ANODE DETAIL -

SIDE VIEW

SCALE: 3" = 1'-0" A10

MOUNTING DETAIL FOR MAGNESIUM ANODE

TYPICAL 9"x9" HULL ANODE;

SEE DETAILS THIS SHEET

GENERAL INSTALLATION NOTES

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

0 4' 8'2'0 4' 8'2'

1. PERFORM ALL WELDING OF MOUNTING BOLTS AND ANY OTHER REQUIRED

WELDING PRIOR TO PAINTING (COATING) THE GATES. PERFORM WELDING AS

SHOWN IN THE ANODE MOUNTING DETAILS AT THE LOCATIONS DESIGNATED IN

THE CATHODIC PROTECTION PLAN AND LAYOUT DRAWINGS. WRAP THE

MOUNTING BOLT THREADS WITH TAPE TO PREVENT THE GATE COATING

MATERIAL FROM ADHERING TO THE THREADS.

2. ANY ADJUSTMENTS OF ANODE LOCATIONS REQUIRED TO AVOID CONFLICTS WITH

GATE STRUCTURAL MEMBERS, DRAIN HOLES, ETC., SHALL BE COORDINATED

WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.

3. TO ENSURE CORRECT FITMENT OF THE ANODES, THE CONTRACTOR SHALL

PROCURE AND FURNISH TWO ANODES OF EACH TYPE TO USE AS MOUNTING

TEMPLATES.

HULL ANODE NOTES:

1. MAGNESIUM ANODES SHALL BE LOW POTENTIAL, ASTM B843 H-1, GRADE B

ALLOY.

2. TYPICAL WEIGHTS OF 9”X9”X2” HULL ANODES ARE APPROXIMATELY 12

POUNDS BUT CAN VARY DEPENDING ON MANUFACTURER.

3. CONTRACTOR SHALL PROCURE TWO 9"x9"x2" MAGNESIUM HULL ANODES TO

BE USED AS TEMPLATES FOR INSTALLATION OF MOUNTING BOLTS.

4. ANODES SHIP WITH PLASTISOL COATING COVERING THE ENTIRE ANODE.

THE PLASTISOL ON THE OUTER FACE OF THE ANODE MUST BE REMOVED

PRIOR TO BEING SUBMERGED. ONLY REMOVE FROM THE OUTER FACE.

2'-51 4" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 2'-51

4"

45°

45°

45°

45°

45°

45°

3'- 0"

4'- 73 4"

4'-2 1 4"

6'-0"

2'- 0"

5'- 0"

2'- 6"

2'-6" 5'-0" 264'-0" 192'-0"

3'-

5'-

6" 5'-

6" 2'-

1 2"

1'-10" 2'-47 8"

NOTES:

1. ONLY SKIN PLATE & SKIN RIBS SHOWN. INTERNAL ROLLER FRAMING

OMITTED FOR CLARITY.

2. THE ABOVE VIEW SHOWS THE TYPICAL POLAR SPACING OF THE CATHODIC

PROTECTION ANODES.

TYPICAL 9"x9" HULL ANODE;

SEE DETAILS THIS SHEET

ANODES TO BE CENTERED

BETWEEN APRON SKIN RIBS

2'- 25 8"

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

SHIELD ANODE LAYOUT

B16 0 4' 8'2'

A1

9"x9"x2" HULL ANODE DETAIL -

FRONT VIEW

SCALE: 3" = 1'-0" 6"0 3" 1'

9"

9"1'- 3"

CP100

G16

ANODES TO BE

MOUNTED ON FACE

OF SHIELDS (BOTH

SIDE); SEE SHIELD

LAYOUT DETAIL

THIS SHEET

ANODE LEGEND - ROLLER GATE:

COUNT DESCRIPTIONSYMBOL

9"x9"x2" MAGNESIUM ANODE, LOW POTENTIAL, ASTM B843 H-1, GRADE B

ALLOY

D

R

AW

IN

G

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A D

V E

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M E

LD5AGM_G-003
LD5AGM_G-004
LD5AGM_G-101
LD5AGM_S-501
LD5AGM_S-507

File details come from the government source that posted it. Updated .