W912QR20B0017Reference_Drawings-0000.pdf

PDF 9 MB Posted Jun 23, 2020

Attached to: W912QR20B0017-Olmsted Lock & Dam Bulkhead Painting
Solicitation number: W912QR20B0017
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal contract opportunity to paint four maintenance bulkheads at the Olmsted Locks and Dam facility. The bulkheads, ranging in height from 11 to 38 feet, will be sandblasted and repainted with a new vinyl paint system to protect them from corrosion. The bulkheads will remain in their current location at a storage pier and must be painted without moving them. Other nearby structures must be protected from overspray. Bidders can submit questions through the ProjNet system using the provided key, and must submit proposals in accordance with the solicitation instructions. The contracting agency is the Army Corps of Engineers Louisville District. The solicitation number is W912QR20B0017 and proposals are due based on the solicitation schedule.

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Other files

File	Type	Posted
Bid Opening Results.pdf	PDF	Jul 28, 2020
W912QR20B0017-0001.pdf	PDF	Jul 20, 2020
Storage Area Photos.zip	ZIP file	Jul 13, 2020
W912QR20B0017Specs-0000.pdf	PDF	Jun 23, 2020
W912QR20B0017Plans-0000.pdf	PDF	Jun 23, 2020
W912QR20B0017_.pdf	PDF	Jun 23, 2020

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FILE NAME SHEET NO. SHEET REF. NO. SHEET NAME

112574_BULKHEAD_PAINTING_G-100.dgn 1 G-100 COVER SHEET AND INDEX 112574_BULKHEAD_PAINTING_S-101.dgn 2 S-101 MAINTENANCE BULKHEADS EXISTING LAYOUT 112574_BULKHEAD_PAINTING_S-102.dgn 3 S-102 PHOTOS

X-1 COVER SHEET

X-2 INDEX

38" BULKHEAD

S-32 PLAN AND ELEVATION

S-33 HORIZONTAL TRUSS PLAN & DETAILS

S-34 VERTICAL TRUSS/ FRAMING

S-35 WALKWAY PLAN & ELEVATION

S-36 MISCELLANEOUS DETAILS

S-37 LIFTING ATTACHMENTS

S-38 BEARING SHOE AND SEAL DETAILS

S-39 PENETRATION AND PIPE SUPPORT DETAILS

18" BULKHEAD

S-40 PLAN AND ELEVATION

S-41 VERTICAL TRUSS/ FRAMING

S-42 18" & 11" BEARING SHOE AND SEAL DETAILS

11" BULKHEAD

S-43 PLAN AND ELEVATION

S-44 VERTICAL TRUSS/ FRAMING

MISCELLANEOUS

S-45 GUIDE DETAILS

S-46 WELDING DETAILS 1

S-47 WELDING DETAILS 2

S-49 RIGGING PLAN

X-1 COVER SHEET AND INDEX

S-1 PLANS

G-1 TITLE SHEET

G-2 DRAWING INDEX

G-3 PROJECT LAYOUT AND KEY MAP

G-4 GENERAL NOTES

G-23 HYDROGRAPHS

G-24 HYDROGRAPHS

G-25 HYDROGRAPHS

G-26 HYDROGRAPHS

C-1 NORTH SITE PLAN AND PROFILE

C-2 SOUTH SITE PLAN AND PROFILE

C-3 CIVIL DETAILS

C-5 WORK PLATFORM CONCRETE SLAB DETAILS

C-8 HANDRAIL AND LADDER DETAILS

C-9 MOORING AREA EXCAVATION AND SCOUR PROTECTION

E-1 ELECTRICAL SITE PLAN

E-2 ELECTRICAL PIER DETAILS

E-3 ELECTRICAL DETAILS

E-4 ELECTRICAL SINGLE-LINE

E-5 ELECTRICAL SCHEDULES

E-6 ELECTRICAL CONDUIT SCHEDULE

S-1 STORAGE YARD PLAN

S-2 STORAGE YARD SECTION

S-3 RIVERSIDE ELEVATION

S-4 OPEN CELL BULKHEAD PLAN

S-11 STORAGE SLAB PLAN

S-12 STORAGE SLAB DETAILS

S-13 MOORING WALL RIVERSIDE ELEVATION

S-16 MOORING WALL DETAILS

S-24 STORAGE SLAB HANDRAIL LAYOUT

S-25 STORAGE SLAB HANDRAIL DETAILS

INDEX

REFERENCE SHEET INDEX

OLMSTED - OPERATING & MAINTENANCE BULKHEAD CONSTRUCTION

STORAGE YARD AT SMITHLAND L&D

MAINTENANCE BULKHEAD - DRILL HOLES CONTRACT

ARIMS: 1200 Disposition: Permanent

2Q R

22 June 2020

W912QR20B0017

US Army Corps of Engineers

Louisville District

OHIO RIVER

LOCKS AND DAMS 52 & 53 REPLACEMENT PROJECT

( OLMSTED LOCKS AND DAM )

VOLUME 1 of 1

OLMSTED , ILLINOIS

BULKHEAD CONSTRUCTION

OPERATING AND MAINTENANCE

Hydrographs and Reference Drawings

Maintenance Bulkhead, Additional Construction, General Information, Operating Bulkhead, DACW27-01-C-0030

AS-AWARDED CERTIFIED FINAL DOCUMENTS

MASSMAN CONSTRUCTION CO.

RECORD AS-BUILT DRAWING

2Q R

ARIMS: 1200 Disposition: Permanent

12345

5 4 3 2

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

Sheet of

US Army Corps of Engineers

OHIO RIVER

LOCKS AND DAMS 52 & 53 REPLACEMENT PROJECT

( OLMSTED LOCKS AMD DAM )

OLMSTED , ILLINOIS

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

OPERATING AND MAINTENANCE BULKHEAD CONSTRUCTION

INCA ENGINEERS INC.

JOINT VENTURE

Sverdrup/Gerwick

J. ALLISON

MAY 2001

Project Engineer:

ALFRED NEIHOFF

As-built Rev. By:

"REVISED AS-BUILT""AS-BUILT"

DATE:

FILE:

INDEX

X-2

SULLIVAN

STEVENS

1"=1'-0"

OLM-500.1 2

OHIO RIVER

LOCKS AND DAMS 52 AND 53 REPLACEMENT PROJECT

OLMSTED LOCKS AND DAM

OPERATING AND MAINTENANCE BULKHEAD CONSTRUCTION DRAWINGS

OLMSTED , ILLINOIS

MAINTENANCE BULKHEAD ,ADDITIONAL CONSTRUCTION , HYDROGRAPHS

AND REFERENCE DRAWINGS

FILE NAME DWG CODE SH. NO. SH. REF. TITLE

GENERAL

OOC2X001 OLM-500.1 1 X-1 COVER SHEET

OOC2X002 OLM-500.1 2 X-2 INDEX

OOC2X003 OLM-500.1 3 X-3 INDEX

OOC2X004 OLM-500.1 3A X-4 LOCATION PLAN & VICINITY MAP

OOC2X04A OLM-500.1 3B X-4A PROJECT SITE PLAN

OOC2X005 OLM-500.1 3C X-5 PLAN WORK AREAS

OPERATING BULKHEAD

STRUCTURAL

OOC2S001 OLM-501.1 4 S-1 GENERAL NOTES

OOC2S002 OLM-501.1 5 S-2 GENERAL ARRANGMENT

OOC2S003 OLM-501.1 6 S-3 TRUSS PLAN & ELEVATION

OOC2S004 OLM-501.1 7 S-4 TRUSS TRANSVERSE SECTION

OOC2S005 OLM-501.1 8 S-5 TYPICAL TRUSS FRAMING PLAN

OOC2S006 OLM-501.1 9 S-6 TRUSS FRAMING TRANSVERSE CONNECTION DETAILS

OOC2S007 OLM-501.1 10 S-7 CONNECTION AND SEAL DETAILS

OOC2S008 OLM-501.1 11 S-8 TRUSS LIFTING ATTACHMENT & MISCELLANEOUS DETAILS

OOC2S009 OLM-501.1 12 S-9 WHEEL AND AXLE ASSEMBLY 1

OOC2S010 OLM-501.1 13 S-10 OPERATING BULKHEAD SEAL DETAILS

OOC2S011 OLM-501.1 14 S-11 EMBEDDED PARTS GENERAL ARRANGEMENT

OOC2S012 OLM-501.1 15 S-12 EMBEDDED PARTS GENERAL ARRANGEMENT ABOVE EL. 310.0

OOC2S013 OLM-501.1 16 S-13 EMBEDMENT DETAILS AT EL. 388.0

OOC2S014 OLM-501.1 17 S-14 GUIDE DETAILS 1

OOC2S015 OLM-501.1 18 S-15 GUIDE DETAILS 2

OOC2S016 OLM-501.1 19 S-16 SILL PLANS

OOC2S017 OLM-501.1 20 S-17 SILL PLATE DETAILS 1

OOC2S018 OLM-501.1 21 S-18 SILL PLATE DETAILS 2

OOC2S019 OLM-501.1 22 S-19 DOGGING BEAM GENERAL ARRANGMENT

OOC2S020 OLM-501.1 23 S-20 DOGGING BEAM DETAILS

OOC2S021 OLM-501.1 24 S-21 DOGGING BEAM SWIVEL BEARING

OOC2S022 OLM-501.1 25 S-22 DOGGING BEAM ROTATION AND GUIDANCE SYSTEM

OOC2S023 OLM-501.1 26 S-23 GOGGING BEAM TOP SUPPORT BEAM

OOC2S024 OLM-501.1 27 S-24 DOGGING BEAM ANCHOR DETAILS

OOC2S025 OLM-501.1 28 S-25 DOGGING BEAM PIT GUIDE SHOE DETAILS

OOC2S026 OLM-501.1 29 S-26 ISOLATION BLOCK DETAILS

OOC2S027 OLM-501.1 30 S-27 INSTALLATION PICK POINT DETAILS

OOC2S028 OLM-501.1 31 S-28 JACK ARRANGEMENT FOR WHEEL REMOVAL

OOC2S029 OLM-501.1 32 S-29 NOT USED

OOC2S030 OLM-501.1 33 S-30 SPEED REDUCER SERVICE BRIDGE PLAN AND ELEVATION

OOC2S031 OLM-501.1 34 S-31 SPEED REDUCER SERVICE BRIDGE GIRDER DETAILS

MECHANICAL

OOC2M001 OLM-502.1 35 M-1 GENERAL ARRANGEMENT - ELEVATION

OOC2M002 OLM-502.1 36 M-2 GENERAL ARRANGEMENT - PLAN

OOC2M003 OLM-502.1 37 M-3 MACHINERY PLAN - DRIVE SIDE - PIERS B & C

OOC2M004 OLM-502.1 38 M-4 MACHINERY PLAN - DRIVEN SIDE - PIER A

OOC2M005 OLM-502.1 39 M-5 MACHINERY PLAN - DRIVEN SIDE - PIER D

OOC2M006 OLM-502.1 40 M-6 MACHINERY BASES

OOC2M007 OLM-502.1 41 M-7 MACHINERY BASES - DRIVEN SIDE - PIERS A & D

OOC2M008 OLM-502.1 42 M-8 MACHINERY BASES - DRIVE - PIERS B & C

OOC2M009 OLM-502.1 43 M-9 MACHINERY AND MACHINERY BASE - SECTIONS AND DETAILS

OOC2M010 OLM-502.1 44 M-10 MACHINERY AND MACHINERY BASE - SECTIONS AND DETAILS

OOC2M011 OLM-502.1 45 M-11 MACHINERY AND MACHINERY BASE - SECTIONS AND DETAILS

OOC2M012 OLM-502.1 46 M-12 MACHINERY AND MACHINERY BASE - SECTIONS AND DETAILS

OOC2M013 OLM-502.1 47 M-13 MACHINERY AND MACHINERY BASE - SECTIONS AND DETAILS

OOC2M014 OLM-502.1 48 M-14 MACHINERY AND MACHINERY BASE - SECTIONS AND DETAILS

OOC2M015 OLM-502.1 49 M-15 MACHINERY AND MACHINERY BASE - SECTIONS AND DETAILS

OOC2M016 OLM-502.1 50 M-16 MACHINERY AND MACHINERY BASE - SECTIONS AND DETAILS

OOC2M017 OLM-502.1 51 M-17 BRAKE SHAFT - DRIVE SIDE

OOC2M018 OLM-502.1 52 M-18 BRAKE SHAFT - DRIVEN SIDE

OOC2M019 OLM-502.1 53 M-19 SHAFT AND GEAR DETAILS

OOC2M020 OLM-502.1 54 M-20 SHAFT AND GEAR DETAILS

OOC2M021 OLM-502.1 55 M-21 MACHINERY AND MACHINERY BASE - SECTIONS AND DETAILS

OOC2M022 OLM-502.1 56 M-22 HOIST DRUM ASSEMBLY

OOC2M023 OLM-502.1 57 M-23 HOIST DRUM DETAILS

OOC2M024 OLM-502.1 58 M-24 HOIST DRUM DETAILS

OOC2M025 OLM-502.1 59 M-25 ROPE RETAINER ASSEMBLY

OOC2M026 OLM-502.1 60 M-26 END ROPE RETAINER ASSEMBLY

OOC2M027 OLM-502.1 61 M-27 WIRE ROPE - BULKHEAD ATTACHMENT

OOC2M028 OLM-502.1 62 M-28 BULKHEAD ATTACHMENT - DETAILS

OOC2M029 OLM-502.1 63 M-29 TORQUE TUBES ASSEMBLY

OOC2M030 OLM-502.1 64 M-30 TORQUE TUBE DETAILS

OOC2M031 OLM-502.1 65 M-31 TORQUE TUBE DETAILS

OOC2M032 OLM-502.1 66 M-32 BULKHEAD DOGGING BEAM - ACTUATOR

ELECTRICAL

OOC2E001 OLM-503.1 67 E-1 GENERAL NOTES AND LEGEND

OOC2E002 OLM-503.1 68 E-2 ONE-LINE DIAGRAM SHEET 1

OOC2E003 OLM-503.1 69 E-3 ONE-LINE DIAGRAM SHEET 2

OOC2E004 OLM-503.1 70 E-4 CONDUIT AND CABLE SCHEDULE, SHEET 1

OOC2E005 OLM-503.1 71 E-5 CONDUIT AND CABLE SCHEDULE, SHEET 2

OOC2E006 OLM-503.1 72 E-6 LIGHTING PANEL SCHEDULES

OOC2E007 OLM-503.1 73 E-7 BULKHEAD #1 CONTROL SCHEMATIC, SHEET 1

OOC2E008 OLM-503.1 74 E-8 BULKHEAD #1 CONTROL SCHEMATIC, SHEET 2

OOC2E009 OLM-503.1 75 E-9 BULKHEAD #2 CONTROL SCHEMATIC, SHEET 1

OOC2E010 OLM-503.1 76 E-10 BULKHEAD #2 CONTROL SCHEMATIC, SHEET 2

OOC2E011 OLM-503.1 77 E-11 BULKHEAD BH1 DOGS CONTROL SCHEMATIC, SHEET 1

OOC2E012 OLM-503.1 78 E-12 BULKHEAD BH1 DOGS CONTROL SCHEMATIC, SHEET 2

OOC2E013 OLM-503.1 79 E-13 BULKHEAD BH2 DOGS CONTROL SCHEMATIC, SHEET 1

OOC2E014 OLM-503.1 80 E-14 BULKHEAD BH2 DOGS CONTROL SCHEMATIC, SHEET 2

OOC2E015 OLM-503.1 81 E-15 BULKHEAD INSTRUMENTATION CABLE DIAGRAM

OOC2E016 OLM-503.1 82 E-16 TYPICAL BULKHEAD CONTROL LOGIC

OOC2E017 OLM-503.1 83 E-17 BCP1 FRONT PANEL LAYOUT

OOC2E018 OLM-503.1 84 E-18 BCP1 INTERIOR PANEL LAYOUT

OOC2E019 OLM-503.1 85 E-19 BCP2 FRONT PANEL LAYOUT

OOC2E020 OLM-503.1 86 E-20 BCP2 INTERIOR PANEL LAYOUT

OOC2E022 OLM-503.1 88 E-22 LOB SYSTEM ARCHITECTURAL DIAGRAM

OOC2E026 OLM-503.1 92 E-26 POWER AND CONTROL SECTIONS AND DETAILS, SHEET 1

OOC2E027 OLM-503.1 93 E-27 POWER AND CONTROL SECTIONS AND DETAILS, SHEET 2

OOC2E028 OLM-503.1 94 E-28 LIGHTING AND RECEPTACLE PLAN PIERS A & B

OOC2E029 OLM-503.1 95 E-29 LIGHTING AND RECEPTACLE PLAN PIERS C & D

OOC2E030 OLM-503.1 96 E-30 CONTROL PLAN LOB HMI LOCATION

OOC2E031 OLM-503.1 97 E-31 LOBHMI FRONT PANEL LAYOUT

OOC2E032 OLM-503.1 98 E-32 LOBMHI INTERIOR PANEL LAYOUT

VOLUME 1

Project Engineer/Architect Date

Approval Recommended:

Chief, Engineering Division Date

EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.

THESE DOCUMENTS ARE OPERATING WITHIN THE SCOPE OF THIER

SIGNATURES AND REGISTRATION DESIGNATIONS APPEAR ON

ENGINEERS, LOUISVILLE DISTRICT. INDIVIDUALS WHOSE

THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF

Reviewed by:

Quality Assurance Date

SHEET

DRAWINGS IN THIS SET AS INDEXED ON THIS

RECOMMENDATION AND APPROVAL OF ALL

SIGNATURES AFFIXED BELOW INDICATE OFFICAL

Approved:

J. SCHAEFER 16 MAY 01

16 MAY 01

R. CRAWLEY

J. KEITH

1 1

1 27JUN01 TMSFILE NAMES REV'D, SHEET DELETED(AMDT. NO. 1)

00C2X002.dgn

INDICATE FINAL AS-BUILT

CONSTRUCTION CONDITIONS

DATE :

CONSTRUCTION CO. TO

18-MAY-05

00C2S058

00C2S059 00C2S060

00C2S057 124 124A

124B 124C

S-57

S-58

S-59

S-60

MACHINERY HOUSE ROOF HATCH REPLACEMENT SHEET #1

MACHINERY HOUSE ROOF HATCH REPLACEMENT SHEET #2

UTILITY SYSTEM MODIFICATION SHEET 1 OF 2

UTILITY SYSTEM MODIFICATION SHEET 2 OF 2

REVISED BY: MASSMAN

OC2S013A OLM-501.1 16A S-13A EMBEDMENT DETAILS AT EL. 388.0 PIER B & C

OOC2M07A OLM-502.1 41A M-7A MACHINERY BASES - ASBUILT BOLTS - PIERS A & B

OOC2M07B OLM-502.1 41B M-7B MACHINERY BASES - ASBUILT BOLTS - PIERS C & D

3 3

2 (MOD A0007,CASE NO. 24 NTP) 16SEP04 BKM

REVISED TO SHOW ASBUILT CONDITIONS

OC2S003A OLM-501.1 6A S-3A TRIM OPERATING BULKHEAD

OC2E024A OLM-503.1 90A E-24A POWER PLAN PIERS B

OOC2E024 OLM-503.1 90 E-24 POWER PLAN PIERS A

OOC2E025 OLM-503.1 91 E-25 POWER PLAN PIERS C

OC2E025A OLM-503.1 91A E-25A POWER PLAN PIERS D

00C2S061 00C2S062

124D 124E

S-61

S-62 DOGGING BEAM PIT GRATING REVISIONS

MACHINERY HOUSE WINDOWS FRAMES AND COVERS

MAY 2005

18MAY05

OOC2E007A OLM-503.1 73A E-7A BULKHEAD #1 CONTROL SCHEMATIC, SHEET 1A

OOC2E009A OLM-503.1 75A E-9A BULKHEAD #2 CONTROL SCHEMATIC, SHEET 1A

OOC2E015A OLM-503.1 81A E-15A BULKHEAD INSTRUMENTATION CABLE DIAGRAM

OOC2E021A OLM-503.1 87A E-21A PIER B I/O PANEL

OOC2E021 OLM-503.1 87 E-21 PIER C I/O PANEL

OOC2E023 OLM-503.1 89 E-23 PIER D PANEL CP-D

OOC2E023A OLM-503.1 89A E-23A PIER A PANEL CP-A

2Q R

5 4 3 2

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

Sheet of

US Army Corps of Engineers

OHIO RIVER

LOCKS AND DAMS 52 & 53 REPLACEMENT PROJECT

( OLMSTED LOCKS AMD DAM )

OLMSTED , ILLINOIS

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

OPERATING AND MAINTENANCE BULKHEAD CONSTRUCTION

KEY PLAN

INCA ENGINEERS INC.

JOINT VENTURE

Sverdrup/Gerwick

Project Engineer:

R. CRAWLEY

ALFRED NEIHOFF

As-built Rev. By:

"REVISED AS-BUILT""AS-BUILT"

DATE:

FILE:

G. MELBY

M. CARNEY

S-32

{ TRUSS 5

{ TRUSS 4

{ TRUSS 3

{ TRUSS 2

{ TRUSS 1

A B C D E F G H I

14'-0"14'-0"14'-0"

112'-11"

14'-0" 14'-0" 14'-0" 14'-5•"14'-5•"

PLAN

SCALE:‰" = 1'-0"

S-32SCALE:‰" = 1'-0"

D/S FACE W/O SKIN PLATE U/S FACE

60'-0"

T Y

112'-11" C TO C BEARING

MAINTENANCE BULKHEAD

ELEVATION

S-32

F L

O W

VALVES

PLUG

12" DIA.

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

4 4 8FT

GRAPHIC SCALE

14'-0"14'-0"14'-0"14'-5•"

S-34

‹" SKIN PLATE

SKIN PLATE BUTT WELDED JOINTS

{ BULKHEAD

SEE DETAIL

S-38

{ BEARING

{ BULKHEAD

SYM. ABT. U.N.O.

{ BULKHEAD

BUTT WELDED JOINT, TYP.

N.T.S.

C BEARING

LADDER @ ONLYC

SYM. ABT. U.N.O.

S-39

112'-11" C. TO C. BEARING

116'-0" O TO O SLOT, NOMINAL

110'-1" NOMINAL LOCK

113'-5" C TO C

S-32SCALE:ƒ" = 1'-0"

DETAIL

S-32

RAMP

REMOVABLE

PICK BEAM

{ BEARING

BUTT WELDED JT., TYP.

FRACTURE CRITICAL

{ BEARING

CABLE

01 1 2FT

SCALE: ƒ''= 1'-0''

I. LIOU

S-36

RAMP & GRATING (NOT SHOWN)

W/3' EXTENSION

PLUG VALVE

S-37 U.N.O.

2-MC6X18 TYP.

BACK DIAGONAL

S-33

115'-10" O TO O BULKHEAD +0, -•"

THE SECOND SIDE IS WELDED (TYP.)

PENETRATION (C.P.) AND SHALL BE BACKGOUGED BEFORE

1. ALL DOUBLE-SIDED GROOVE WELDS SHALL BE COMPLETE

NOTES:

E X I

S T I

N G

C O

N C

R E

T E ƒ

AS SHOWN

99OLM-504.1

ADDED NOTE (AMDT. NO. 1) 27JUN01 MJC

ONE (1) 11' BULKHEAD REQUIRED.

ONE (1) 18' BULKHEAD, AND

2. TWO (2) 38' BULKHEADS,

C1(FC)

60'-0" C3(FC)

2 2

2 NOTES ADDED(AMDT NO 2) 23JUL01TMS

MAINTENANCE BULKHEAD

38' PLAN & ELEVATION

INDICATE FINAL AS-BUILT

CONSTRUCTION CONDITIONS

DATE :

CONSTRUCTION CO. TO

10FEB03REVISED TO SHOW AS-BUILT CONDITIONS

REVISED BY: MASSMAN

FEBRUARY 2003

BACKGOUGE

TYPE 6061-T6

MATERIAL IS AL. PIPE / ASTM B209

3'-6" REMOVABLE ALUMINUM HANDRAIL

LESS THAN 4'.

DIRECTION,BETWEEN STRINGERS, MAKING THE MAXIMUN SPAN

THE GRATING SHOWN IN THE PLAN SHOULD SPAN THE SHORT

10-FEB-03

00C2S032.dgn

3 3

8'-0"

16'-0"

18'-5"TYP.

2Q R

5 4 3 2

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

Sheet of

US Army Corps of Engineers

OHIO RIVER

LOCKS AND DAMS 52 & 53 REPLACEMENT PROJECT

( OLMSTED LOCKS AMD DAM )

OLMSTED , ILLINOIS

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

OPERATING AND MAINTENANCE BULKHEAD CONSTRUCTION

INCA ENGINEERS INC.

JOINT VENTURE

Sverdrup/Gerwick

Project Engineer:

R. CRAWLEY

ALFRED NEIHOFF

As-built Rev. By:

"REVISED AS-BUILT""AS-BUILT"

DATE:

FILE:

I. LIOU

G. MELBY

D. MILLER

S-33

PLAN & DETAILS

38' HORIZONTAL TRUSS

S 4 B1B2B3 S

W8 X 21, TYP

WT 8 X 13

MEMBER

TRUSS NUMBER

WT15 X 66

C2 W 14 X 159

W10 X 45

W10 X 26

W10 X 54B3

1 TO 4 5

TRUSS SCHEDULE

W10 X 33

WT15 X 54

W 14 X 211

W10 X 45

W10 X 54

W10 X 26

W10 X 68

W10 X 45

W10 X 68

WT15 X 105.5

SCALE:•"=1'-0"

PARTIAL PLAN1

S-45

SEE DETAIL

30'-0"

D ECBA

0 1 2 2

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

4FT

GRAPHIC SCALE

DETAIL

SEE 1

S-33DETAIL

SEE 1

S-46

S-467

S-46

SKIN PL

WT 15 X 66, TYP.

BULKHEAD {

WT15 X 95.5

2-MC6x18

BACK DIAGONAL,

W10

W8x21

1" GUSSET

2-MC6x18

1DETAIL

S-33SCALE: 1•"=1'-0"

S-32SCALE: 1•"=1'-0"

{ FRAME

TYP.

W8x2

FF TYP.

NF &

Y P

A G

O N

A L

A G

O N

A L

B A

C K

(TYP.)

2-MC6X18

TYP.

Š T

Y P

T Y P .1

W.P.

@ { OF TRUSS CHORD

1" GUSSET PL

W10

TYP.

DETAIL

SEE DETAIL

2" CHAMFER

T1X48X16*

*SEE SHT. S-37, SECTION 3.

AS SHOWN

THE SECOND SIDE IS WELDED (TYP.)

100OLM-504.1

C3(FC)

(C1-FC)

C1(FC)

C3(FC)

1 NOTES ADDED(AMDT NO 2) 23JUL01 TMS

INDICATE FINAL AS-BUILT

CONSTRUCTION CONDITIONS

DATE :

CONSTRUCTION CO. TO

10FEB03REVISED TO SHOW AS-BUILT CONDITIONS

REVISED BY: MASSMAN

FEBRUARY 2003

10-FEB-03

00C2S033.dgn

2 2

2Q R

5 4 3 2

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

Sheet of

US Army Corps of Engineers

OHIO RIVER

LOCKS AND DAMS 52 & 53 REPLACEMENT PROJECT

( OLMSTED LOCKS AMD DAM )

OLMSTED , ILLINOIS

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

OPERATING AND MAINTENANCE BULKHEAD CONSTRUCTION

INCA ENGINEERS INC.

JOINT VENTURE

Sverdrup/Gerwick

Project Engineer:

R. CRAWLEY

ALFRED NEIHOFF

As-built Rev. By:

"REVISED AS-BUILT""AS-BUILT"

DATE:

FILE:

W8x21, TYP.

14'-0"

G. MELBY

M. CARNEY

S-34

SECTION

SCALE:…"=1'-0"

S-32

38' VERTICAL TRUSS/FRAMING

SECTION

SCALE:…"=1'-0"

S-32

SECTION

SCALE:…"=1'-0"

S-32

TRUSS 5

TRUSS 4

TRUSS 3

TRUSS 2

TRUSS 1

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

2 2 4FT

TRUSS 4

TRUSS 3

TRUSS 2

TRUSS 1

S-47

(2) MC10x22, TYP.

(2)C6x10.5

(2) MC10x22, TYP.

(2)C6x10.5

S-36

LADDER & CAGE

HANDRAIL

LADDER & CAGE

BRACKET, TYP.

LADDER SUPPORT

HANDRAIL

LADDER & CAGE

LADDER BEYOND

W8x21, TYP.

WT15 x 66

SECTION

SCALE:…"=1'-0"

S-32

S-47

(2) MC10x22, TYP.

(2)C6x10.5

WT15 x 66 TYP.

SILL

BEAM

BEARING

SHOE

BEARING

WT15 x 66, TYP

TYP.

W8 x 21, TYP.

GUIDE,

PICK BEAM

LINE

{ WORK

LINE

{ WORK

LINE

{ WORK

CONT. TYP.

PL …X6

6' -1"

I. LIOU

AS SHOWN

GRAPHIC SCALE

TYP.

RAMP

DROP IN

7' -5•"

S-37

OUT-TO-OUT W14 x 211 TO WT15 (TYP) 7ƒ"

S-45, TYP.

SEE SHT.

S-46

S-37

NOTE 2

2. GRATING & GRATING SUPPORTS NOT SHOWN.

1. BACK DIAGONALS AND GUSSETS NOT SHOWN.

NOTE 2

… STIFFENERS

AT D-RING

101OLM-504.1

INDICATE FINAL AS-BUILT

CONSTRUCTION CONDITIONS

DATE :

CONSTRUCTION CO. TO

27-OCT-04

00C2S034.dgn

1 REVISED TO SHOW ASBUILT CONDITIONS 27OCT04

1 1

REVISED BY: MASSMAN

OCTOBER 2004

2Q R

5 4 3 2

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

Sheet of

US Army Corps of Engineers

OHIO RIVER

LOCKS AND DAMS 52 & 53 REPLACEMENT PROJECT

( OLMSTED LOCKS AMD DAM )

OLMSTED , ILLINOIS

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

OPERATING AND MAINTENANCE BULKHEAD CONSTRUCTION

INCA ENGINEERS INC.

JOINT VENTURE

Sverdrup/Gerwick

Project Engineer:

R. CRAWLEY

SECTION

SCALE:…"=1'-0"

SECTION

SCALE:…"=1'-0"

SECTION

SCALE:…"=1'-0"

SECTION

SCALE:…"=1'-0"

SECTION

SCALE:…"=1'-0"

G. MELBY

M. CARNEY

S-35

SCALE:…"=1'-0"

S-35

DETAIL

S-35

DETAIL

SCALE: 1•"=1'-0"

S-35

DETAIL

SCALE: 1•"=1'-0"

S-35

WALKWAY PLAN

S-35

S-37

S-35 3

S-35

GRAPHIC SCALE

14'-5•"

38' WALKWAY PLAN & ELEVATION

1•" DEEP

NOT SHOWN

BAR GRATING

SCALE: 1•"=1'-0"

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

2 2 4FT

1 1FT

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

6'-1"

SECTION

SCALE: 1•"=1'-0"

SECTION

SCALE: 1•"=1'-0"

S-35

1' -0"

3' -0"

S-356

S-35

W8X21

2' -9†" 2' -9†" 2' -9†" 2' -9†"

W8X21

C6 X 8.2, TYP.

W8X21

2" DIA. HAND RAIL, TYP.

TRUSS 5

W8X21

W8X21 TYP.

C6 X 8.2 TYP.

1•" GRATING

W8X21 TYP.

GRATING

WT8 X 13

PL•X 6

RAMP

GRATING

W8 X 21

WT15

S-35

W8X21 W8X21

W8X21

SKIN PLATE

W8X21

W10

B E

5 E.S., TYP.

PL…X 6, CONT

BEARING {

3 SIDES

I. LIOU

PICK BEAM

BEAM

PICK

TRUSS 5

DETAILS NOT SHOWN, FOR APPROVAL.

1. CONTRACTOR TO PROVIDE GRATING SUPPORT

NOTE:

U.N.O.

SYM. ABT

BULKHEAD

SEE SHT.S-5

LADDER & CAGE,

SEE SHT. S-6

LADDER,

HAND RAIL

AND•" DIA. DRAIN

SLEEVE W/‚ BOT. PL

2•" DIA. PIPE

EXTENSION

DECK

‚"X 5•" KICK PL

VERTICAL & RAIL

2" SCH. 40

HAND RAIL

TYP

PL•X 6 X 9

AS SHOWN

THE SECOND SIDE IS WELDED (TYP.)

102OLM-504.1

ATTACH ‚" X 5•" KICK PLATE

SPACED CROSS BARS @ 4"

SPACED @ 1‰" ALSO

1•" x „" BEARING BARS

SEE DWG. S-31 NOTE FOR SPAN DIRECTION.

C D

INDICATE FINAL AS-BUILT

CONSTRUCTION CONDITIONS

DATE :

CONSTRUCTION CO. TO

11FEB03REVISED TO SHOW AS-BUILT CONDITIONS

REVISED BY: MASSMAN

FEBRUARY 2003

11-FEB-03

00C2S035.dgn

ALUMINUM PIPE / ASTM B209 TYPE 6061-T6

3'-6" ALUMINUM HANDRAIL MATERIAL IS

1•"

1 1

2Q R

5 4 3 2

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

Sheet of

US Army Corps of Engineers

OHIO RIVER

LOCKS AND DAMS 52 & 53 REPLACEMENT PROJECT

( OLMSTED LOCKS AMD DAM )

OLMSTED , ILLINOIS

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

OPERATING AND MAINTENANCE BULKHEAD CONSTRUCTION

INCA ENGINEERS INC.

JOINT VENTURE

Sverdrup/Gerwick

Project Engineer:

R. CRAWLEY

"REVISED AS-BUILT""AS-BUILT"

1'-0"

G. MELBY

M. CARNEY

S-36

9'-1‚"

4'-8"

3'-11"

3'-5"

1'-9"

1'-0"

S-32SCALE: 1•" "=1'-0"

SECTION 3

S-36

SCALE: 1•" "=1'-0"

SECTION 4

S-36SCALE: 3" "=1'-0"

SECTION 2

S-36SCALE: 3" "=1'-0"

…" PL

S-36

DETAIL

012IN 1FT

SCALE: 1 •''= 1'-0''

06 4 2 6IN

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

GRAPHIC SCALE

S-36

LADDER CAGE

2'-6"

5'-3‚"

S-36

WT15x105.5

C6x8.2

SECTION 6

S-36SCALE:ƒ"=1'-0"

S-34

SECTION

SCALE:ƒ"=1'-0"

W10

3" 3"

4'-3"

LIFTING HANDLE DETAIL

PL ‚"

PL •"

TYP.

PL •"

RAMP PL

PL ‚"

R=3"

…" BENT PL

1" DIA. BAR

S-36

2" DIA. HANDRAIL

1•" GRATING

ABOVE LANDING

LADDER & CAGE

LADDER, TYP.

1" DIA.

S-36

SECTION 8

S-36SCALE:ƒ"=1'-0"

INTERCOSTAL

C6x8.2

GRATING

PL …" x 3"

LADDER SUPPORT,

LADDER

LOWER

LADDER

UPPER

GRATING

{ TRUSS 4

PL …" x 3"

LADDER SUPPORT,

C6x8.2

INTERCOSTAL

PL …"

{ TRUSS 4

SECTION 7

S-36SCALE:ƒ"=1'-0"

NOTE: LADDER CAGE NOT SHOWN.

GRATING

HANDRAIL

2" DIA.

C6x8.2

{ TRUSS 4

TYP. U.N.O.

PL…" x 2" UNDERNEATH, LIFTING HANDLE, TYP.

‚" KICK PLATE

•" R

C6x8.2

INTERCOSTAL

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

1 1 2FT

I. LIOU

L 4x4x…"x0'-6"

AT CORNERS

BAR, „" CHAMFER

1" X 1•" CONT.

DRAIN

CAP W/•" DIA.

W/‚" PL END

PIPE SLEEVE

2•" DIA. x 6"

KICKPLATE

‚" x 5•"

TO BULKHEAD)

W8x21 (ATTACHED

ASTM A 786

•" RAMP PLATE W/ LUGS

•" DIA. DRAIN HOLE

38' MISCELLANEOUS DETAILS

AS SHOWN

103OLM-504.1

3'-10…"

INDICATE FINAL AS-BUILT

CONSTRUCTION CONDITIONS

DATE :

CONSTRUCTION CO. TO

11FEB03REVISED TO SHOW AS-BUILT CONDITIONS

REVISED BY: MASSMAN

FEBRUARY 2003

11-FEB-03

00C2S036.dgn

1 1

2‚"

1 1

2Q R

5 4 3 2

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

Sheet of

US Army Corps of Engineers

OHIO RIVER

LOCKS AND DAMS 52 & 53 REPLACEMENT PROJECT

( OLMSTED LOCKS AMD DAM )

OLMSTED , ILLINOIS

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

OPERATING AND MAINTENANCE BULKHEAD CONSTRUCTION

INCA ENGINEERS INC.

JOINT VENTURE

Sverdrup/Gerwick

Project Engineer:

R. CRAWLEY

"REVISED AS-BUILT""AS-BUILT"

SECTION 1

S-35

SECTION

SCALE:1"=1'-0"

S-37

SECTION

SCALE: 3" "=1'-0"

S-37

S-35

S-37

5'-8"

R=4‡", TYP.

R=3"

1'-3" 1'-3"

W6x15

W8x21

2'-0"

{ TRUSS 5

LADDER

HANDRAIL

BEYOND

HANDRAIL

•" STIFFENER, TYP.

W8x21

W6x15

{ TRUSS 5W8x21

W6x15

W8x21

WT8x13

{ TRUSS 5

1" PLATE

SECTION 3

S-37

SCALE: 1"=1'-0"

GRAPHIC SCALE

S-37

M. CARNEY

G. MELBY

I. LIOU

38' LIFTING ATTACHMENTS

0 1 1

SCALE: 1''=1'-0''

2FT

6 6IN

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

1'-5"

NF & FF

3 SIDES,

R=2'-7"

PL ƒ"

NF & FF

PL†" x 4"

R=6"

TYP.

{ PICK BEAM

2'-10„"1'-4„" 1'-6"

{ LADDER

BEYOND

GRATING

PLATE

4" KICK

TYP.

{ PICK BEAM

TYP.

{ PICK BEAM

SYMM. ABOUT

T Y P

NF & FF

SCALE:1"=1'-0"

S-34

DETAIL

TYP.

@ HOLE

Ra=63 IN.

T Y P

NF & FF

SCALE:1"=1'-0"

S-32

DETAIL

2-MC6x18

2-C6x10.5

2-MC10x22 OR

PL ƒx6

Y P

PL 1x6x0'-7"

Š PLƒ" X 8"

L 3x3x…

AS SHOWN

THE SECOND SIDE IS WELDED (TYP.)

104OLM-504.1

{ 2Ž DIA. HOLE"

INDICATE FINAL AS-BUILT

CONSTRUCTION CONDITIONS

DATE :

CONSTRUCTION CO. TO

10FEB03REVISED TO SHOW AS-BUILT CONDITIONS

REVISED BY: MASSMAN

FEBRUARY 2003

1 1

11-FEB-03

00C2S037.dgn

2Q R

5 4 3 2

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

Sheet of

US Army Corps of Engineers

OHIO RIVER

LOCKS AND DAMS 52 & 53 REPLACEMENT PROJECT

( OLMSTED LOCKS AMD DAM )

OLMSTED , ILLINOIS

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

OPERATING AND MAINTENANCE BULKHEAD CONSTRUCTION

INCA ENGINEERS INC.

JOINT VENTURE

Sverdrup/Gerwick

Project Engineer:

R. CRAWLEY

"REVISED AS-BUILT""AS-BUILT"

2950 STRAIGHT

4172-CORNER MOLD

2950 MOLD

3„"

1‚"

6ƒ"

1‚" ƒ

2•"

1‚"

CLAMP & SEAL DETAILS

S-38

SECTION 2 SECTION 3 SECTION 4 SECTION 5

S-32SCALE: 1•"=1'-0"

S-38 S-38 S-38SCALE: 1•"=1'-0" SCALE: 1•"=1'-0"SCALE: 1•"=1'-0" S-38SCALE: 1•"=1'-0"

SCALE: 6"=1'-0"

R=…"

L 8 x 4 x •

G. MELBY

M. CARNEY

S-38

DETAIL

GRAPHIC SCALE

1 1FT

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

3 3IN

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

WT8 x 13 WT15 x 66

†" PLATE

{ BEARING { INTERCOSTAL

TRUSS 1

{ GRID LINE

FILLER BAR J-SEAL CLAMP BAR

…" R

PTFE COATING

120° LIMIT OF

{ BEARING

ƒ" CHAMFER

…" PLATE W/

T15

S-38

SIM

WT15

S-38

SECTION 7

S-38SCALE: 3"=1'-0"

{ BEARING

SKIN PLATE

W/NYLON WASHER & LOCTITE

†" DIA. CRES CSCK BOLT

FIBERGLASS

SHOE PTFE COATED

CRESS CAP SCREW

TAP FOR †" DIA. CSCK

R E

C E

S S

10†"

S-38SCALE: 3"=1'-0"

DETAIL

SKIN PLATE

BEARING PLATE

SILL OR SEAL

3…"

L8x4x•

ALUM. BRONZE OVERLAY

GRIND AND PROVIDE „"

CRES CSCK BOLT

†" DIA. X 2 1/8

6" MAX O.C. FOR

CATALOG

BUCKHORN RUBBER PRODUCTS, INC

MOLD NUMBER FOR J-SEAL, SEE

NOTES:

I LIOU

S-38

M A

SKIN PLATE NOT SHOWN FOR CLARITY

NOTES:

SKIN PLATE

S-40

S-41

NOT SHOWN

GUIDE

S-43

S-44

Š SEAL DETAILS

38' BEARING SHOE &

SCREW

8" O.C. MAX. BETWEEN

ƒ" DIA. HOLE @

AS SHOWN

OLM-504.1

FOR WELDING REQUIREMENTS

SEE DETAIL ON SECTION #3 (DWG S-10)

INDICATE FINAL AS-BUILT

CONSTRUCTION CONDITIONS

DATE :

CONSTRUCTION CO. TO

11FEB03REVISED TO SHOW AS-BUILT CONDITIONS

REVISED BY: MASSMAN

FEBRUARY 2003

11-FEB-03

00C2S038.dgn

1 1

3…" @ 38' MB

11' & 18' MB

R ƒ

2Q R

5 4 3 2

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

Sheet of

US Army Corps of Engineers

OHIO RIVER

LOCKS AND DAMS 52 & 53 REPLACEMENT PROJECT

( OLMSTED LOCKS AMD DAM )

OLMSTED , ILLINOIS

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

OPERATING AND MAINTENANCE BULKHEAD CONSTRUCTION

INCA ENGINEERS INC.

JOINT VENTURE

Sverdrup/Gerwick

Project Engineer:

R. CRAWLEY

"REVISED AS-BUILT""AS-BUILT"

I. LIOU

K. TANG

M. CARNEY

AS SHOWN

GRAPHIC SCALE

S-39

{ TRUSS

STIFFENER

PL …"x3"

{ TRUSS

I N

T E

R C

O S

T A

TYP.

SECTION

SCALE:ƒ"=1'-0"

S-32

& GASKET

w/12" OPENING

1"x4'-0"x2'-0"

DOUBLER PL

HAND OPERATOR

MANUF. STD CRES 316.

ADJUSTABLE BRACKET

STEM GUIDE W/

C6x13

{ TRUSS 5

AS REQ'D

COUPLER 316 CRES

BOLTED STEM

SECTION 2

S-39SCALE: 1•"=1'-0"

SHOP DRAWINGS.

MANUFACTURER'S

SLOTS PER

SECTION 3

S-39SCALE: 1•"=1'-0"

PL…x 3"

ON DRIVE LINE

MIN. 1 THRUST BEARING

4'-2" C TO C, MAX.

STEM GUIDE AT

S-39

SKIN PL

C6x13

WT8

‹" SKIN PL

01 1 2FT

SCALE: ƒ''= 1'-0''

012IN 1FT

SCALE: 1 •''= 1'-0''

C12 x 20.7 x 1'-5"

C12x20.7

WT15

AT FLOOR BOX OPENING

BAND GRATING W/ …" BAR

1" DOUBLER PLATE

CLASS 125

ANSI B16.1

FOR GEOMETRY, STRENGTH AND FUNCTION.

3. COORDINATE BRACKET DETAILS TO ACCOMMODATE VALVE

2. STEM AND BRACKETS SHALL BE AISI 316 OR 316L

ADEQUATE FIELD SUPPORT AND ALIGNMENT.

SHALL BE PROVIDED BY VALVE MANUFACTURER TO ALLOW

HANDWHEEL OPERATOR,AND OTHER NECESSARY HARDWARE

MOUNTING BRACKETS,FLOOR BOX, OPERATING NUT,

1. OPERATING STEM ACCESSORIES: GUIDES,

1" DIA CRES 316 MINIMUM

OPERATING ROD

PIPE SUPPORT DETAILS

38' PENETRATION AND

106OLM-504.1

INDICATE FINAL AS-BUILT

CONSTRUCTION CONDITIONS

DATE :

CONSTRUCTION CO. TO

27-JUN-03

00C2S039.dgn

FOR ONE VALVE ONLY

ASTM A743 GRADE CF-8M

316 STAINLESS STEEL

W/ OPERATOR OR

PLUG VALVE

12" DIA. ECCENTRIC

REVISED BY: MASSMAN

JUNE 2003

REVISED TO SHOW ASBUILT CONDITIONS1 27JUN03

S-39

SECTION 4

S-39

4'-2…"

1'-5‡"

2'-9†"2'-9Œ"

SPOOL

SCALE: NONE

2Q R

5 4 3 2

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

Sheet of

US Army Corps of Engineers

OHIO RIVER

LOCKS AND DAMS 52 & 53 REPLACEMENT PROJECT

( OLMSTED LOCKS AMD DAM )

OLMSTED , ILLINOIS

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

OPERATING AND MAINTENANCE BULKHEAD CONSTRUCTION

KEY PLAN

INCA ENGINEERS INC.

JOINT VENTURE

Sverdrup/Gerwick

Project Engineer:

R. CRAWLEY

"REVISED AS-BUILT""AS-BUILT"

{ TRUSS 5

{ TRUSS 4

{ TRUSS 3

{ TRUSS 2

{ TRUSS 1

S1 S4

B1B2 B3

D/S FACE W/O SKIN PLATE

W8 X 21

A B C D E F G H I ƒ" SKINPLATE

U/S FACE

60' -0"

18' PLAN & ELEVATION

S-40

G. MELBY

112'-11"

SCALE:‰"=1'-0"

S-40

S-41

60'-0"

MAINTENANCE BULKHEAD

GRAPHIC SCALE

S-40

F L

O W

MEMBER

W 14X 211

W10 X 26

W10 X 33

W10 X 26

W10 X 68B3

1 TO 5

W10 X 45

W10 X 54

WT15 X 117.5

SEE S-12

TRUSS SCHEDULE

TRUSS NUMBER

{ BEARING

DIAG. TYP.

W 6x15

SYM. ABT.

{ BULKHEAD

WT 5x7.5, TYP.

INTERCOSTAL

TYP.

WT 15x66

{ BEARING

S-38

14' -5•" 14' -0" 14' -0" 14' -0" 14' -0" 14' -0" 14' -0" 14'-5•"

112'-11"

SYM. ABT.

{ BULKHEAD

BUTT WELDED JOINT, TYP.

FRACTURE CRITICAL

TYP.

SKIN PLATE BUTT WELDED JOINTS

N.T.S.

PLAN

ELEVATION

ON SHEETS S-46 & S-47.

1. FOR WELDING DETAILS, SEE APPLICABLE DETAILS SHOW

PICK BEAM

S-41

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

4 4 8FT

TOP TRUSS TYPICAL TRUSS

SEAL PLATE (CRES)

2' -0"

{ BAY

WT15 X 95.5

5 EQ. SPA. TYP.

W6 x 15, TYP.

M. CARNEY

I. LIOU

{ BEARING { BEARING

BEAM

PICK

2-C6

S-42

S-461

S-46 2 S-46

W 6x15

S-46

AS SHOWN

THE SECOND SIDE IS WELDED (TYP.)

107OLM-504.1

C3(FC)

(C1-FC)

C1(FC)

1 1

C3(FC)

1 NOTES ADDED(AMDT NO 2) 23JUL01 TMS

C3(FC)

19-FEB-03

00C2S040.dgn

BACKGOUGE

INDICATE FINAL AS-BUILT

CONSTRUCTION CONDITIONS

DATE :

CONSTRUCTION CO. TO

19FEB03REVISED TO SHOW AS-BUILT CONDITIONS

REVISED BY: MASSMAN

FEBRUARY 2003

2 2

30'-5"

34'-5"

2Q R

5 4 3 2

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

Sheet of

US Army Corps of Engineers

OHIO RIVER

LOCKS AND DAMS 52 & 53 REPLACEMENT PROJECT

( OLMSTED LOCKS AMD DAM )

OLMSTED , ILLINOIS

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

OPERATING AND MAINTENANCE BULKHEAD CONSTRUCTION

INCA ENGINEERS INC.

JOINT VENTURE

Sverdrup/Gerwick

Project Engineer:

R. CRAWLEY

"REVISED AS-BUILT""AS-BUILT"

SECTION

SCALE:•"=1'-0"

S-40

SECTION

SCALE:•"=1'-0"

S-40

SECTION

SCALE:•"=1'-0"

S-40

G. MELBY

M. CARNEY

S-41

WT15 x 117.5 (TYP)

W14 x 211 (TYP)

PLATE (TYP)

ƒ" SKIN

(TYP)

W10 x 54

14'-0"

GRAPHIC SCALE

0 1 2 2

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

4FT

S-41

S-41SCALE: 1"=1'-0"

DETAIL

0 1 1

SCALE: 1''=1'-0''

2FT

I. LIOU

T Y

P ƒ" PL

S-41

NF & FF

3 SIDES

S-41SCALE: 1•"=1'-0"

{ PICK

{ WORKLINE{ WORKLINE

{ PICK

{ TRUSS 5

{ TRUSS 4

{ TRUSS 3

{ TRUSS 2

{ TRUSS 1

BEARING SHOE

S-42

WT15x66, TYP.

W8x21, TYP.

S-38

1'-3"1'-3"

6'-0"

1'-0"

R=6"

T Y

P.I.

D=2Ž"

TYP.

R=1'-0†"

2Ž" DIA. HOLE

PL †" x 4", TYP.

PL †" x 8"

TYP.

1. SEE SHT. S-46 & S-47 FOR APPLICABLE WELDING DETAILS.

6 6IN

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

SECTION

Ra=63 IN.

2'-0…"

TYP.

2'-6"

7ƒ"

OUT TO OUT W14x211 TO WT15

18' VERTICAL TRUSS/FRAMING

T Y

THE SECOND SIDE IS WELDED (TYP.)

PENETRATION (C.P.) AND SHALL BE BACKGOUGED BEFORE

2. ALL DOUBLE-SIDED GROOVE WELDS SHALL BE COMPLETE

AS SHOWN

W12X50, TYP.

9" , TYP.

SECTION

SCALE:•"=1'-0"

S-41

C 6X8.2

S-41

TYP

S-44

1" GUSSET TYP

7'-6", TYP

ƒ"

AT MIDSPAN

PL…"X2"X3.5"

W12x50

S-44

GUIDE, SEE S-45, TYP.

TRUSS 3-5

W/3/4" PL (TYP)

2 - C6 x 8.2

TRUSS 3-5

…" PL

05APR02 DEM

‚ TYP.

3 SIDES

TYP.

CHANGE SUPPORT DEM

OLM-504.1

PLATES REVISED (AMDT NO 2) 23JUL01 TMS1

{ PICK BEAM

TYP.

CHANGE SUPPORT(CONT MOD CASE NO 003 NTP)

INDICATE FINAL AS-BUILT

CONSTRUCTION CONDITIONS

DATE :

CONSTRUCTION CO. TO

28FEB03REVISED TO SHOW AS-BUILT CONDITIONS

REVISED BY: MASSMAN

FEBRUARY 2003

=4•"R

00C2S041.dgn

02-28-03

TRUSS 1-3

1" PL (TYP)

2-C8X18.75 W/

2-C8X18.75 TYP.

TO 1" CONNECTION PLATE

TYPICAL WELD DETAIL FOR C8X18.75

PL 1" x 3"

C8X18.75 Š"

TYP.

3•

3 3

2Q R

5 4 3 2

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

Sheet of

US Army Corps of Engineers

OHIO RIVER

LOCKS AND DAMS 52 & 53 REPLACEMENT PROJECT

( OLMSTED LOCKS AMD DAM )

OLMSTED , ILLINOIS

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

OPERATING AND MAINTENANCE BULKHEAD CONSTRUCTION

INCA ENGINEERS INC.

JOINT VENTURE

Sverdrup/Gerwick

Project Engineer:

R. CRAWLEY

"REVISED AS-BUILT""AS-BUILT"

G. MELBY

M. CARNEY

18' AND 11' BEARING SHOE

AND SEAL DETAILS

S-40

DETAIL

SCALE: 1•"=1'-0"

S-42SCALE: 1•"=1'-0"

SCALE: 1•"=1'-0" SCALE: 1•"=1'-0"

DETAIL

SCALE: 3"=1'-0"

ELEVATION

SECTION SECTION2

S-42

1 2

S-42 S-42

S-42

6" R

S-42

GRAPHIC SCALE

1 1FT

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

SEAL LINE

BEARING {

M A

C ƒ

H O

L E

L T

SEAL LINE{ BEARING

1'-1"

1•"

6 6IN

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

I. LIOU

{ TOP TRUSS

AT INTERCOSTAL

FRAMES

AT VERTICAL

R=‚" CONTINUOUS

1•"

INTERCOSTAL

PL … BETWEEN

TRUSS

{ TOP

TOP TRUSS

BEARING PL

ƒ" SEAL

S-38

S-43

THE SECOND SIDE IS WELDED (TYP.)

109OLM-504.1

00C2S042.dgn

INDICATE FINAL AS-BUILT

CONSTRUCTION CONDITIONS

DATE :

CONSTRUCTION CO. TO

27-OCT-04

1 27OCT04REVISED TO SHOW ASBUILT CONDITIONS

OCTOBER 2004

REVISED BY: MASSMAN

2Q R

5 4 3 2

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

Sheet of

US Army Corps of Engineers

OHIO RIVER

LOCKS AND DAMS 52 & 53 REPLACEMENT PROJECT

( OLMSTED LOCKS AMD DAM )

OLMSTED , ILLINOIS

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

OPERATING AND MAINTENANCE BULKHEAD CONSTRUCTION

KEY PLAN

INCA ENGINEERS INC.

JOINT VENTURE

Sverdrup/Gerwick

Project Engineer:

R. CRAWLEY

"REVISED AS-BUILT""AS-BUILT"

G. MELBY

M. CARNEY

{ TRUSS 3

{ TRUSS 2

{ TRUSS 1

S1 S4

B1B2 B3

W8 X 21

A B C D E F G H I ƒ" SKINPLATE

W6x15 DIAG. TYP.

SCALE:‰"=1'-0"

PLAN

ELEVATION

S-43

14'-0" 14'-0" 14'-0" 14'-5•"

14'-0" 14'-0"14'-5•" 14'-0"

60' -0"

112' -11"

S-44

11' PLAN & ELEVATION

S-43

D/S FACE W/O SKIN PLATE U/S FACE

60'

MAINTENANCE BULKHEAD

GRAPHIC SCALE

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

4 4 8FT

F L

O W

S-16

S-43

MEMBER

C2 W 14X 211

W10 X 26

W10 X 33

W10 X 26

W10 X 68B3

1 TO 5

W10 X 45

W10 X 54

WT15 X 117.5

SEE S-12

TRUSS SCHEDULE

TRUSS NUMBER

PICK BEAM

TOP TRUSS TYPICAL TRUSS

{ BEARING

{ BAY

{ BULKHEAD

SYM. ABT. U.N.O.

2'-0"

WT 5x7.5, TYP.

INTERCOSTAL

TYP.

WT 15x66

{ BEARING

S-15

SEAL PLATE SEE

PL ƒx13" CONT.

S-44

WT15 X 95.5

{ BEARING { BEARING

112'-11"

5 EQ. SPA., TYP.

TYP.

W 6x15

I. LIOU

PICK BEAM

2-C6

S-42

S-46

S-38

110OLM-504.1

C3(FC) C1(FC) C3(FC)

C1(FC)

C3(FC)

TYP.

SKIN PLATE BUTT WELDED JOINTS

N.T.S.

1 NOTES ADDED(AMDT NO 2) 23JUL01 TMS

00C2S043.dgn

27-OCT-04

INDICATE FINAL AS-BUILT

CONSTRUCTION CONDITIONS

DATE :

CONSTRUCTION CO. TO

REVIEWED BY: MASSMAN

JUNE 2003

2 27OCT04REVISED TO SHOW ASBUILT CONDITIONS

30'-5"

BULKHEAD

C/L

FRACTURE CRITICAL

VERTICAL JOINTS ARE

JOINTS ON D/S FACE

BUTT WELDED

2 2

2Q R

5 4 3 2

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

Sheet of

US Army Corps of Engineers

OHIO RIVER

LOCKS AND DAMS 52 & 53 REPLACEMENT PROJECT

( OLMSTED LOCKS AMD DAM )

OLMSTED , ILLINOIS

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

OPERATING AND MAINTENANCE BULKHEAD CONSTRUCTION

INCA ENGINEERS INC.

JOINT VENTURE

Sverdrup/Gerwick

Project Engineer:

R. CRAWLEY

"REVISED AS-BUILT""AS-BUILT"

TYP. LINE A, I

SECTION

SCALE:•"=1'-0"

S-43

SECTION

SCALE:•"=1'-0"

S-43

SECTION

SCALE:•"=1'-0"

S-43

G. MELBY

M. CARNEY

S-44

11' VERTICAL TRUSS/FRAMING

TYPICAL

WT15 x 66

TRUSS 3

TRUSS 2

TRUSS 1

0 1 2 2

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

4FT

GRAPHIC SCALE

{ PICK

SHT. S-45, TYP.

GUIDE, SEE

BEARING SHOE

(TYP.)

ƒ" SKIN PL

S-38

S-41

TYP.

W8x21

I. LIOU

AS SHOWN

14'-0"

(TYP)

2 - C8 X18.5

TYP.

W8x21

TYP.

W14x211

{ WORK LINE

S-42

WT 15X66

(TYP.)

ƒ" SKIN PL

7ƒ"

OUT TO OUT W14x211 TO WT15

S-44

SECTION 5

S-44SCALE:1•"=1'-0"

SCALE:1•"=1'-0"

SECTION 6

S-44SCALE:1•"=1'-0"

W10

TYP.

1" GUSSET

7'-6" TYP.

W 12 X 50

7‚"

0•"

PL 1" X 1'-0" X 1'-5"

2.5" X 1'-1" X 1'-6" UHMWPE

Y P

7'-6"

TYP

FRONT AND BACK

CHAMFER•" X‚"

TYP.

SECTION 7

S-44

3 SIDES TYP.

S-44

DETAIL

S-38

TYP.

AT MIDSPAN,TYP.

PL…"X2"X4",

S-44

LOCKER.

W/NUT & THREAD

1‚" DIA. CRES BOLT

S-44

TYP

3 SIDES

SEE

Š TYP

3 SIDES

SEE

ŠTYP

3 SIDES

TYP

7ƒ"

{ WORK LINE

SEE

1‚" DEEP

3"DIA. RECESS

05APR02

1‚" CRES BOLT

TRUSS 2-3

…PL @

DEM

RESISTANT

2. UHMWPE SHALL BE VIRGIN, ULTRA VIOLET

WELDING DETAILS.

1. SEE SHEET S-46 & S-47 FOR APPLICABLE

FILLET (TYP.)

W10 WEB TO FLANGE

WHERE REQUIRED AT

COPE FLANGE OF W12X50

1 1FT

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

3. CRES BOLTS SHALL BE ASTM A193 TYPE B8N.1

CHANGED SUPPORT(CONT MOD CASE NO 003 NTP)

00C2S044.dgn

C8 X 18.5

SCALE:NONE

TAB PLATE LOCATION ON C8X18.75

FRAME C&G, MEMBERS 2&4 (3) LOCATION

FRAME D&F, MEMBERS 2&4 (4) LOCATION

P …"X2"X0'-4"L

EACH CLIP

(3) SIDES

27-JUN-03

INDICATE FINAL AS-BUILT

CONSTRUCTION CONDITIONS

DATE :

CONSTRUCTION CO. TO

24JUN03REVISED TO SHOW AS-BUILT CONDITIONS

REVISED BY: MASSMAN

JUNE 2003

2 2

2Q R

5 4 3 2

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

Sheet of

US Army Corps of Engineers

OHIO RIVER

LOCKS AND DAMS 52 & 53 REPLACEMENT PROJECT

( OLMSTED LOCKS AMD DAM )

OLMSTED , ILLINOIS

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

OPERATING AND MAINTENANCE BULKHEAD CONSTRUCTION

INCA ENGINEERS INC.

JOINT VENTURE

Sverdrup/Gerwick

Project Engineer:

R. CRAWLEY

"REVISED AS-BUILT""AS-BUILT"

S-45

G. MELBY

M. CARNEY

S-45

GUIDE DETAILSSCALE: 1•"=1'-0"

GRAPHIC SCALE

1 1FT

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

SCALE: 1•"=1'-0"

S-33

S-45SCALE: 1•"=1'-0"

SCALE: 1•"=1'-0"

1" DIA x 8"

1" SHAFT DIA

17-4PH, H1150

ASTM A229 CLASS 1

ASTM A276 S21800

SCALE: 3"=1'-0" S-45

1" DIA. x 10.25"

D=1.7", FREE LENGTH 6"

.312" d WIRE, 7 TURN

LLWS= LUBE LESS WEAR SURFACE 0.02 INCH THICK.

AISI 316

17-04 PH H 1100

TEFLON

AISI 316L,

17-04 PH H 1150, W/ LLWS

3•"

6‰" 10†"

9.25"

9.75"

9.50"

0.5"

5.5" 6.5"1.5"

15"

4" 1'

5.125"

0.5"

8.125"

6.125"

5.00"

1.00"

1.00" 1.00"

S-45

0.25"

MK 18-4

„" FILLET

MK 18-1

MK 18-3MK 18-2

MK 18-5

AND CLEARANCES CALLED FOR

TO PROVIDE FIT, COATING

TURN DOWN SHAFT

S-45SCALE: 3"=1'-0"

DETAIL

EXPLODED VIEW

LLWS

PL†" x 7"

PL•" x 12"

PLƒ"

PL 1" x 7"

PLƒ" x 3"

PLƒ x 3 x 0'-3"

DETAIL

R=.208"

R=1"

PL 1" x 3" x 0'-3"

MK 18-7

MK 18-6

COMPOUND

USE THREAD LOCK

SURFACES

BEARING

LLWS ON

MK 18-8, TYP.

FNI WITH

MK 18-8, TYP.

RC5 WITH

MK 18-8

MK 18-5

1" PL CRES 316L

Ra=64 IN.

FAYING SURFACE

1‚" DIA.

6X4=24

MK18-8

MK18-7

MK18-6

MK18-5

MK18-4

MK18-3

MK18-2

MK18-1

MARK QUANTITY SIZE MATERIAL COMMENT

PARTS REQUIRED FOR ONE GATE

6 6IN

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

AXLE W/LLWS ON BEARING SURFACES

CLOSED ENDS GROUND, EPOXY COAT

PILOT SPRING ADJUSTING BOLT

RETAINING RING MIL-R-27426

HEAVY DUTY EXTERNAL SPIRAL

Ra=16MICR. IN ID, RC 5 W/MK18-1

MCMASTER 95630A228

WELDED, BORED IN PLACE,FNI W/MK 18-1

AXLE,

S-45

SKIN PLATE

{ BEARING

S-45

1'-3†"

2‡"

S-45

ELEVATION

{ TRUSS

DETAIL DETAIL

DETAIL

SECTION

0.5"

7" O.D. X 5" LONG.

.X .034 THK

1.06 I.D. X 2.007 O.D

PL 1" X 3" X 15"

1" DIA. x 8.125"

ELEVATION

S-45

TRUSS

I. LIOU

1" PL

ƒ" PL

S-45

CRES

1" PL

CRES

1" PL

THE SECOND SIDE IS WELDED (TYP.)

112OLM-504.1

00C2S045.dgn

1'-2 "

04-APR-03

REVISED TO SHOW AS-BUILT CONDITION 04APR031

SUPERIOR SPRING NO. (343-3224)

MANUFACTURED BY RAYMOND

INDICATE FINAL AS-BUILT

CONSTRUCTION CONDITIONS

DATE :

CONSTRUCTION CO. TO

REVISED BY: MASSMAN

JUNE 2003

1 1

2Q R

5 4 3 2

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

Sheet of

US Army Corps of Engineers

OHIO RIVER

LOCKS AND DAMS 52 & 53 REPLACEMENT PROJECT

( OLMSTED LOCKS AMD DAM )

OLMSTED , ILLINOIS

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

OPERATING AND MAINTENANCE BULKHEAD CONSTRUCTION

INCA ENGINEERS INC.

JOINT VENTURE

Sverdrup/Gerwick

Project Engineer:

R. CRAWLEY

"REVISED AS-BUILT""AS-BUILT"

W14

W10

1DETAIL

SCALE: 1•"=1'-0" S-33

W8x21

W10

2DETAIL

SCALE: 1•"=1'-0" S-40

W10

WT15

W10

3DETAIL

SCALE: 1•"=1'-0" S-33

{ TRUSS

TYP.

ƒ" CHAMFER, SCALE: 3"=1'-0"

I. LIOU

K. TANG

M. CARNEY

S-46

012IN 1FT

SCALE: 1 •''= 1'-0''

06 4 2 6IN

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

GRAPHIC SCALE

TYP.

S-47

TYP.

{ TRUSS

SCALE: 3"=1'-0"

SECTION

S-40

{ TRUSS

SKIN PL

SCALE: 3"=1'-0"

WT15x66

COPED, TYP.

WT15x66

W10 ƒ" CHAMFER, TYP.

CHORD

{ BACK

S-19

S-46

TYP.

SKIN PL

S-40

TYP.

S-34

BACKCHORD

SKIN PL

WT15

{ BAY

W6 BACK DIAGONAL

W14

WT15

WT5 X 7.5, TYP.

INTERCOSTAL OR

{ BAY

TYP.

NF & FF

TRUSS BACKCHORD

WT15

SECTION

TYP. CONNECTION, TYPE 1

BACK DIAGONAL

SECTION

TYP. CONNECTION, TYPE 2

DETAIL

WELDING DETAILS 1

TYP.

S-40

S-43

R=1" TYP.

S-40

S-43

TYP.

AS SHOWN

THE SECOND SIDE IS WELDED (TYP.)

113OLM-504.1

00C2S046.dgn

REVISED TO SHOW ASBUILT CONDITION1 10APR03

10-APR-03

1 1

INDICATE FINAL AS-BUILT

CONSTRUCTION CONDITIONS

DATE :

CONSTRUCTION CO. TO

REVISED BY: MASSMAN

APRIL 2003

2Q R

5 4 3 2

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

Sheet of

US Army Corps of Engineers

OHIO RIVER

LOCKS AND DAMS 52 & 53 REPLACEMENT PROJECT

( OLMSTED LOCKS AMD DAM )

OLMSTED , ILLINOIS

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

OPERATING AND MAINTENANCE BULKHEAD CONSTRUCTION

INCA ENGINEERS INC.

JOINT VENTURE

Sverdrup/Gerwick

Project Engineer:

R. CRAWLEY

ALFRED NEIHOFF

As-built Rev. By:

"REVISED AS-BUILT""AS-BUILT"

DATE:

FILE:

S-34

W8x21, TYP.

{ TRUSS 1

PL ƒ"x7x0'-11"

{ BACK CHORD

TYP.

1" STIFF. PL ƒ"

SCALE: 3"=1'-0"

TYP. CONNECTION, DETAIL

SCALE: 3"=1'-0"

SECTION

I. LIOU

K. TANG

M. CARNEY

S-47

GRAPHIC SCALE

06 4 2 6IN

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

Y P

OR 2-C6x10.5

2-MC10X22

7ƒ"

W.P.

SCALE: 3"=1'-0"

DETAIL

TRUSS 1

TRUSS 2

P ƒ"

TYP.

W.P.

FOR GUSSET P

SLOT TUBE

4 PLCS

TYP.

TOP & BOT

P 1x8x1'-2"L

SCALE: 1•"=1'-0"

DETAIL

012IN 1FT

SCALE: 1 •''= 1'-0''

W.P.

A C E

F R

A M E

T Y P

T Y

STRUT

SCALE: 1•"=1'-0"

DETAIL

TYP.

S-34

Y P

PLƒ"

W.P.

1DETAIL

SCALE: 3"=1'-0" S-34

SCALE: 3"=1'-0" S-46

TYP.

BOTH SIDES,

ƒ" CHAMFER

W6x20

W8x21

{ TRUSS

TYP.

SECTION

PL ƒ"

S-34

EXCEPT AT STIFF. PLATES

ALL AROUND W8x21

TYP.

S-47

TRUSS

W10

W14 TRUSS BAR CHORD

NF & FF

3 SIDES

NF & FF

3 SIDES,

WT15

W10

TRUSS

W14 TRUSS BACK CHORD

W10

S-47

W10

PL ƒ", TYP

TYP.

NF & FF

3 SIDES

NF & FF

3 SIDES

TS 12x6x•

S-34

W14 TRUSS BACK CHORD

W6, TYP.

BACK DIAGONAL

TS6x6x1/2

SKIN PL

WELDING DETAILS 2

W/ GUSSET

W6 OR 2-MC6

TOP & BOT

TYP.

Y P

AS SHOWN

THE SECOND SIDE IS WELDED (TYP.)

114OLM-504.1

00C2S047.dgn

16-APR-03

REVISED TO SHOW ASBUILT CONDITION1 16APR03

2-C6x10.5

2-MC10X22

1 1

INDICATE FINAL AS-BUILT

CONSTRUCTION CONDITIONS

DATE :

CONSTRUCTION CO. TO

REVISED BY: MASSMAN

JUNE 2003

2Q R

5 4 3 2

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

Sheet of

US Army Corps of Engineers

OHIO RIVER

LOCKS AND DAMS 52 & 53 REPLACEMENT PROJECT

( OLMSTED LOCKS AMD DAM )

OLMSTED , ILLINOIS

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

OPERATING AND MAINTENANCE BULKHEAD CONSTRUCTION

INCA ENGINEERS INC.

JOINT VENTURE

Sverdrup/Gerwick

Project Engineer:

R. CRAWLEY

"REVISED AS-BUILT""AS-BUILT"

NONE

S-49

RIGGING PLAN

S T

M. CARNEY

G. MELBY

D. MILLER

NOTES:

LOCK PLAN OF MAINTENANCE BULKHEAD SLOTS

EL. 310

EL. 254

EL. 261

EL. 310

EL. 257

EL.

EL. 310EL. 313

REFERENCE ONLY

WITHOUT RECOURSE TO UNDERWATER REATTACHMENT.

SO THAT REMOVAL OF LOWER BULKHEAD CAN BE DONE

MUST BE TIED OFF TO AN ABOVE WATER ACCESSIBLE LOCATION

BETWEEN STEP 1 AND STEP 2 LEADS FROM LOWER BULKHEAD

SEQUENCE.

IS SHOWN TO POINT OUT CONSTRAINTS, IT IS NOT A REQUIRED

INSTALLATION IS CONTRACTOR'S RESPONSIBLITY, SCHEME

BARGES, BUT OVERHEAD LIMIT APPLIES TO BOTH LOCKS.

ADJACENT LOCK MAY BE USED TO MOVE BULKHEAD STORAGE

BRIDGES.

CRANE BOOM MUST LOWER SUFFICIENTLY TO CLEAR OVERHEAD

116OLM-504.1

EL 310

EL 380.

WATER EL 300 +/- 10'

STA 17+54 STA 20+17

BRIDGE

SERVICE

STEP 1

SET LOWER BULKHEAD AT U/S END OF UPSTREAM GATE

STEP 3

SET LOWER BULKHEAD AT D/S END OF UPSTREAM GATE

STEP 2

SET UPPER BULKHEAD AT U/S END OF UPSTREAM GATE

STEP 4

M I

N A

CRANE

BARGE

LOCK WALL

BRIDGE

SERVICE

BRIDGE

SERVICE

TIE OFF LOWER BULKHEAD CABLES

18' BULKHEAD

BRIDGE

SERVICE

38' BULKHEAD

11' BULKHEAD

SET UPPER BULKHEAD AT D/S END OF UPSTREAM GATE

TIE OFF LOWER BULKHEAD CABLES

1 27JUN01 MJC

STA 17+54 STA 20+17

REVISE SETTING SEQUENCE (AMDT. NO. 1)

00C2S049.dgn

INDICATE FINAL AS-BUILT

CONSTRUCTION CONDITIONS

DATE :

CONSTRUCTION CO. TO

REVIEWED BY: MASSMAN

APRIL 2004

15-APR-04

2 REVISED TO SHOW ASBUILT CONDITIONS 15APR04

2Q R

7-ooc2x01.dgn 4/23/2007 3:30:26 PM

2Q R

7-ooc2S-1.dgn 5/30/2007 8:28:41 AM

2Q R

FOR REFERENCE ONLY

2Q R

ELECTRICAL

SITE PLAN

E-3

20 200 40'

SCALE: 1"=20'

AS SHOWN

E-1

E-2

E-1

8/09/02

05 5 10'

SCALE: 1"=5'

E-1

ERETSIGE

R E

NIGNELANOIS

E F

O R

P 37232

RICHARD C. PITTMAN

XETFOET

A T

9/031 RELOCATED SECURITY LIGHTS

THE SEAL APPEARING ON THIS DOCUMENT WAS

AUTHORIZED BY RICHARD C. PITTMAN, P.E., TEXAS NO.

37232 ON 10/07/03. ALTERATION OF A SEALED

DOCUMENT WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE

TEXAS ENGINEERING PRACTICE ACT.

2 MOVE CONDUIT 1' FROM WALL

AS-BUILT

12345

5 4 3 2

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

Sheet of

US Army Corps of Engineers

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

*** SAFETY PAYS ***

Project Engineer:

HAMLETSBURG, ILLINOIS

STORAGE YARD AT SMITHLAND LOCKS AND DAM

(OLMSTED LOCKS AND DAM) MITER GATE

LOCKS & DAMS 52 AND 53 REPLACEMENT PROJECT

OHIO RIVER

94OS430.11/

MMM

OPEN CELL

SHEET PILE

BULKHEAD

FACE OF MOORING WALL

UEUE

PIER GROUNDING DETAILS

PIER ELECTRICAL DETAILS

ELECTRICAL

DISTRIBUTION

EQUIPMENT

SECURITY

LIGHT POLE

(5 TYP.)

DIRECT BURIED

UNDERGROUND PRIMARY

ELECTRICAL CABLE

BY UTILITY CO.

AL1.3A-q1-AL1.3B, 2" PVC

WQ1-q1-AL1.2, 2" PVC

AL1.2-q1-AL1.1A, 2" PVC

AL1.2-q1-AL1.3A, 2" PVC

AL1.1A-q1-AL1.1B, 2" PVC

U E

AL1.1A

AL1.2

AL1.3A AL1.1BAL1.3B

PB1

(PULL BOX)

WQ1-q1-PB1, 2" PVC

WR1-r1-PB1, 2" PVC

G B

#2/0 AWG

DOWN TO

GROUND

GRID

PLATFORM

BONDING

JUMPER

(TYP.)

11/21/03

#2/0 AWG, THWN, 600V (GREEN)

ROUTED UP PIER STRUCTURE

USING 1" RGS SLEEVES

3/4" DIA. X 10 FT.

GROUND ROD

(TYP.)

BOND WATER

PIPE TO

GROUND BUS

#2/0 AWG BARE

STRANDED COPPER

GROUND GRID

PB1

TO GROUND GRID

AT ELEC. DISTR. EQUIP.

12" x 10" x 5" SPLICE BOX, NEMA 4X ALUM., CLAMP COVER

2" PVC, (3) #8 &

(1) #10G (TYP.)

3/4" DIA. X 10FT GROUND ROD -

BOND TO SPLICE BOX AND LIGHT

FIXTURE BRACKET WITH #6 SOL. COPPER

GRID GAIN WITH CONDUIT

SUPPORT BRACKET

GRID GAIN WITH CONDUIT

CLAMP - TYP. EVERY 4FT.

1" RGS, (2) #12

& (1) #12G

35FT, CLASS 5

WOOD POLE

GROUNDING TYPE

MYERS HUB

1" LB

150W HPS FLOODLIGHT WITH

POLE MOUNTING BRACKET

(FIXTURE TYPE "C")

12/3 SO CORD

FINISHED

GRADE

#2 AWG

IN CONCRETE

EMBEDDED

GROUND GRID

#2/0 AWG (GREEN)

#2 AWG

INSIDE "PB1"

GROUND BUS

PROVIDE

AFFECTED BY OTHER LIGHTING.

IS DIRECTED SUCH THAT PHOTOCELL OPERATION IS NOT

ENSURE PHOTOCELL MOUNTING DIRECTION AND POSITION

NOTE:

M I

SECURE SO CORD TO

POLE, 2 PLACES

CONDUIT

FLEXIBLE

SLEEVE

P.V.C.

L E

N G

H d

FILE: j:\SMACAD\Projects\2002\20086\dgn\00-v7\20086-E1.dgn

DATE: 29-Apr-04 10:22

PB1

1 1

1ELECTRICAL SITE PLAN

E-1SCALE: 1" = 20'

3PIER GROUNDING PLANS

E-1

PLAN @ EL. 397.00 PLAN @ GRADE

E-1

SCALE: 1" = 5'

SECURITY LIGHT POLE DETAIL

N.T.S.

GROUNDING OF REMAINING SECTIONS.

REMOVAL OF ANY HANDRAIL SECTION WILL NOT DISABLE

GROUNDING GRID AT A MINIMUM OF TWO PLACES SO THAT

SIDE OF THE PIER SHALL HAVE HANDRAILS BONDED TO

REMOVABLE #2 AWG (GREEN) BONDING JUMPERS. EACH

HANDRAIL SECTIONS SHALL BE BONDED TOGETHER WITH

HANDRAIL GROUNDING NOTE:

E-1N.T.S.

PULL BOX DETAIL 4

2Q R

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

U P

ELECTRICAL

PIER DETAILS

U P

PB1

1 1/2"C., PB1 - q1 - WO1

3/4"C., PB1 - r1 - R1.1

LANDING AT

EL. 352.75

D O

W N

3/4"C.

J-BOX AT EACH

LANDING (TYP.)

3/4"C.

D O

W N

JIB CRANE

"JC1"

FL1.2B FL1.1B

FL1.2A FL1.1A

(36" AFF)

R1.2

JC1 DISC. SW.

(48" AFF)

PLAN @ EL. 397.00

PIER STAIR LIGHTING

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

3TYPICAL STAIRWAY PLAN

E-2

4 40 8'

SCALE: ‚"=1'-0"

E-2

AS SHOWN

PLAN @ FIN. FLR.

WO1

SL1.2

SL1.1

SL1.2

SL1.1

EL. 352.00

SLEEVES AT

PROVIDE 2" PVC

ABOVE EL. 349.0

MOUNT EQUIP.

WITH DISC. SW.)

(WELDING RECEPT.

8/09/02

SL1.2

TO PB1

1"C., PB1-r1-SL1.1

AT DOOR WAY (TYP.)

SWITCHES LOCATED

2"C. RGS, PB1-q1-PB1.1

2"C. RGS, PB1-r1-PB1.1

FIXTURE TAP)

(TYP. EA.

AND (1) #12 G.

3/4"C., (2) #12

1"C.

R1.1B

R1.1A

(PULL BOX)

PB1

EA. LANDING)

J-BOX (TYP. AT

STAIR LIGHT

AT LOW POINT

WITH DRAIN FITTING

PROVIDE "T" CONDULET

JUMPER (TYP.)

PLATFORM BONDING

PB1-q1-PB1.1

2"C., PB1-r1-PB1.1

2"C., N N

ROUTE ALONG STAIRS

AND (1) #12 G.

3/4"C., (2) #12

1"C.

PB1.1-r1-FL1.2A

1"C.

PB1.1-r1-FL1.1A

1"C.

(PULL BOX)

PB1.1

REQUIREMENTS

CRANE ELECTRICAL

LOCATION WITH JIB

COORDINATE STUB-UP

1"C., PB1.1-q1-JC1

1"C., PB1.1-r1-FL1.1B

1"C.1"C.

PB1.1-r1-FL1.2B

1"C.

(TYP. 4 PLCS.)

TYPE "B"

FIXTURE

2"C. RGS, PB1-q1-PB1.1

2"C. RGS, PB1-r1-PB1.1

UP PIER WITH 1"C. SLEEVE

ROUTE VERTICALLY

GROUNDING CONDUCTOR

#2/0 AWG (GREEN)

UP PIER WITH 1"C. SLEEVE

ROUTE VERTICALLY

GROUNDING CONDUCTOR

#2/0 AWG (GREEN)

AND (1) #12 G.

3/4"C., (2) #12

FILE: j:\SMACAD\Projects\2002\20086\dgn\00-v7\20086-E2.dgn

DATE: 29-Apr-04 10:24

ERETSIG

E R

R E

NIGNELANOIS

E F

O R

P 37232

RICHARD C. PITTMAN

XETFO

ETA

37232 ON 10/07/03. ALTERATION OF A SEALED

DOCUMENT WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE

TEXAS ENGINEERING PRACTICE ACT.

AS-BUILT

MMM

12345

5 4 3 2

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

Sheet of

US Army Corps of Engineers

Project Engineer:

HAMLETSBURG, ILLINOIS

STORAGE YARD AT SMITHLAND LOCKS AND DAM

(OLMSTED LOCKS AND DAM) MITER GATE

LOCKS & DAMS 52 AND 53 REPLACEMENT PROJECT

OHIO RIVER

94OS430.11/

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

*** SAFETY PAYS ***

2Q R

Y P

(TYP.)

3" CLR.

GRADE

"CAUTION BURIED

ELECTRICAL CABLE"

MOUND BACKFILL 1"

SAND

6" TOPSOIL

SEED AND MULCH

12'-0"

6'-8"

2 3

METER BY

UTILITY CO.

RED WARNING TAPE

2 20 4'

SECTION

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

SECTION

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

SECTION

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

WQ1

480V PANELBOARD

WTR1

25 KVA TRANSFORMER

WR1

120/240V PANELBOARD

UTQ1

75 KVA PADMOUNTED

TRANSFORMER

BY UTILITY CO.

FINISHED

GRADE

UTQ1-q1-WQ1, 3"

WQ1-q1-WTR1, 1•"

WTR1-r1-WR1, 2"

WQ1 WR1

WXQ1-q1-WQ1, 3"

480V PANELBOARD 120/240V PANELBOARD

CONC.

SIDEWALK

(CABLE BY UTILITY CO.)

GROUND GRID, #2/0 AWG,

BARE STRANDED COPPER

(MIN. 24" BELOW GRADE)

DETAILS

E-3

E-3E-3 E-3

E-3

C-2

E-3

TRENCH BACKFILL

(SEE SPECIFICATION

SECTION 02316A)

C-6

(PAD)

A D

C-6

STRUCTURAL

MOUNT

C-6

R1.0

N .T .S

WORK PLATFORM

EDGE OF CONC.

UXP1-p1-UTQ1

REVENUE

AL1.3A

GROUND ROD (TYP.)

E-1

5'-0"

DIRECT BURIED

PRIMARY CABLE

BY UTILITY CO.

TRANSFORMER

25 KVA

WTR1

BOX PB1

TO PULL

WR1 WQ1

WTR1-r1-WR1, 2"

WR1-r1-PB1, 2"

WQ1-q1-PB1, 2"

R1.0

120V RECEPT.

GRADE

FINISHED

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

E-3

ELECTRICAL POWER

DISTRIBUTION EQUIPMENT PLAN

C-1

PRIMARY FEEDER TRENCH DETAIL

N.T.S.

9/9/02

(PHASE II)

LADDER

FUTURE

(PHASE II)

HANDRAIL

FUTURE

(PHASE II)

SIDEWALK

CONC.

(PHASE II)

LADDER

FUTURE

(PHASE II)

T.O.C.

EL. 349.00'

GROUND GRID

STUB-OUT PAST

4" PVC CONDUIT

EPOXY ADHESIVE.

SET STUDS WITH

1 3/4" PROJECTION.

THREAD STUDS W/

FOR (8) 3/4" DIA. ALL

HOLES IN CONCRETE

(8) 1" DIA. X 6" DEEP

FIELD MATCH DRILL

MOUNT

STRUCTURAL

25 KVA TRANSFORMER

WTR1

SIDE OF TRANSFORMER

METER ON SECONDARY

BY UTILITY CO.

TRANSFORMER

75 KVA PADMOUNTED

UTQ1

HANDRAIL

FUTURE

(PHASE II)

M I

(MIN.)

MYERS HUB (TYP.)

WQ1-q1-AL1.2, 2"

WQ1-q1-PB1, 2"

WR1-r1-PB1, 2"

WQ1-q1-AL1.2, 2"

WR1-r1-PB1, 2"

WQ1-q1-PB1, 2"

WXQ1-q1-WQ1, 3"

AL1.1A

AL1.2-q1-AL1.1A, 2" AL1.2-q1-AL1.3A, 2"

PIER

GND.

#2/0

WQ1-q1-AL1.2, 2"

WR1-r1-PB1, 2"

WQ1-q1-PB1, 2"

SECURITY LIGHT

POLE (AL1.2)

(PHASE II)

ERETSIG

E R

R E

NIGNELANOIS

O R

P 37232

RICHARD C. PITTMAN

XETFOET

A T

FILE: j:\SMACAD\Projects\2002\20086\dgn\00-v7\20086-E3.dgn

DATE: 29-Apr-04 10:25

150'-9"

WORK PLATFORM

TO EDGE OF CONC.

37232 ON 10/07/03. ALTERATION OF A SEALED

DOCUMENT WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE

TEXAS ENGINEERING PRACTICE ACT.

AS-BUILT

1 MOVE LOCATION OF POWER LINE

POWER LINE

MOVE LOCATION OF

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

2/15/05

WQ1-q1-WTR1, 1 •"

MM2…

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File details come from the government source that posted it. Updated Jun 23, 2020.