W912EK21R0030 Drawings.pdf

PDF 9 MB Posted Jul 29, 2021

Attached to: Mississippi River Basin, Lock 19, Keokuk, Iowa, PLC Repairs and Hydraulic Cylinder Replacement
Solicitation number: W912EK21R0030
Issued by: Department of the Army Corps of Engineers Engineering District Rock Island

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation package includes drawings and specifications for repairs and replacements at Lock 19 on the Mississippi River in Keokuk, Iowa. The work includes replacing the programmable logic controller system, hydraulic cylinders for the miter gates and Tainter valves, and site restoration. The U.S. Army Corps of Engineers Rock Island District is the contracting agency. Drawings show existing conditions, demolition plans, and details for new hydraulic and electrical systems. Specifications describe requirements for fabrication and installation of hydraulic cylinders, programmable logic controller programming, control panel interfaces, security access, and communications infrastructure. The contractor must provide all equipment, wiring, programming and commissioning for a fully functional lock control system, with coordination of outages and a commissioning plan.

View the file

Other files

File	Type	Posted
W912EK21R0030 - Amendment 0002.pdf	PDF	Aug 30, 2021
W912EK21R0030 - Pre-Bid Site Visit Attendees.pdf	PDF	Aug 26, 2021
Reference Documents - Lock 19 Stage II Rehab - As-Builts.pdf	PDF	Aug 20, 2021
W912EK21R0030 - Amendment 0001.pdf	PDF	Aug 20, 2021
W912EK21R0030.pdf	PDF	Jul 29, 2021

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

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

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

APPROVAL RECOMMENDED BY:

DATE

GEOTECHNICAL BRANCHCHIEF,

DESIGN BRANCHCHIEF,

TECHNICAL SERVICES BRANCHCHIEF,

ENGINEERING & CONSTRUCTION DIVISIONCHIEF,

HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.

SIGNATURES INDICATE OFFICIAL RECOMMENDATION

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DOCUMENTS WITHIN THE SCOPE OF THEIR

INDIVIDUALS APPEAR ON THESE PROJECT

SIGNATURES AND REGISTRATION DESIGNATIONS OF

DISTRICT CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND

of Engineers

US Army Corps

A N

S I

S O

A T

P L

C R

E P

S A

N D H

Y D

R A

U L

Y L

D E

R R

E P

L A

C E

M E

N T

K E

O K

U K

L O

C K

P I

E R B

A S

W E

R O

C K I S

L A

N D

C K I S

L A

N D D

T R

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

PLC REPAIRS AND HYDRAULIC CYLINDER REPLACEMENT

KEOKUK, IA

LOCK 19

MISSISSIPPI RIVER BASIN

W912EK21R0030

ROCK ISLAND DISTRICT

J .B

A R

T E

V E

R S

H E

E T

G-001

M .B

R O

W N

B A

R T

M R

L D

A .U

N E

®of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

E E

S I

S O

P L

C R

E P

S A

N D

H Y

D R

A U

C Y

D E

R R

E P

L A

C E

M E

N T

K E

O K

U K

P I

E R

B A

R O

C K

I S

L A

N D

C K

I S

L A

N D

T R

A R

E X

A N

D G

E N

E R

A L

N O

T E

G-002

M .B

R O

W N

J B

A R

R L

A .U

N E

E K

MATERIAL SECHEDULEE-602

DIAGRAM - LOCK CONTROLS FLOW CHARTE-601

SITE PLAN - CONTROL SYSTEM & FIBER OPTIC COMMUNICATIONE-101

GENERAL ELECTRICAL NOTESE-001

ELECTRICAL

DETAILSM-515

DETAILSM-512

DETAILSM-511

DETAILSM-510

DETAILSM-507

DETAILSM-506

DETAILSM-505

DETAILSM-503

DETAILSM-502

DETAILSM-501

SECTION - CARDANIC RINGM-301

PLAN - CARDANIC RINGM-101

PLAN - TAINTER VAVLE CYLINDERM-105

PLAN - MITER GATER CYLINDERM-101

MECHNICAL

SITE PLAN - EXISTING TAINTER VAVLE WELLG-106

SITE PLAN - EXISTING MITER GATE MACHINERY ROOMG-105

SITE PLAN - TAINTER VAVLE - UPSTREAMG-104

SITE PLAN - MITER GATE AND TAINTER VAVLE - DOWNSTREAMG-103

SITE PLAN G-102

LOCATION PLAN AND VICINITY MAPG-101

INDEX AND GENERAL NOTES G-002

COVER SHEETG-001

GENERAL

SHEET TITLESHEET ID

SHEET INDEX

L O

C K

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

GENERAL NOTES

CORRESPONDING REPLACEMENT HYDRAULIC EQUIPMENT IS ON-SITE.

DO NOT TAKE ANY EXISTING HYDRAULIC EQUIPMENT OUT OF SERVICE UNTIL 15.

NOT ALL EXISTING UTILITIES ARE SHOWN ON THE DRAWINGS.14.

SHALL BE REPAIRED TO PRE-CONSTRUCTION CONDITIONS.

WATERLINES, SANITARY SEWER LINES AND ANY OTHER UTILITIES & FACILITIES

CONTRACTOR CAUSED DAMAGE TO STRUCTURES, ROADWAYS, PARKING LOTS, 13.

TO REUSE EXISTING.

"REPLACE" INDICATES REMOVE AND NOT REUSE EXISTING. "REINSTALL" INDICATES 12.

CONDUCTORS SHALL BE AT THE CONTRACTOR'S EXPENSE.

THE REFERENCE DRAWINGS. IMMEDIATE RESTORATION OF DAMAGED ELECTRICAL

BANKS. EXISTING ELECTRICAL LINES MAY VARY FROM THE LOCATIONS SHOWN ON

ELECTRICAL CONDUITS BEFORE REPLACEMENT WITH NEW CONDUCTORS IN DUCT

THE CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE THE EXISTING EMBEDDED 11.

PERIOD. SEE SPECIFICATION SECTION 00 73 05 FOR CLOSURE DATES.

OR PLC SYSTEM FROM SERVICE IF PERFORMING WORK OUTSIDE OF CLOSURE

NOTIFY CONTRACTING OFFICER 15 DAYS PRIOR TO REMOVING ANY TAINTER VALVE 10.

TO BE DISPOSED OF AFTER CONSTRUCTION COMPLETION.

NEW HYDRAULIC CYLINDERS AFTER RECIEVING NOTICE TO PROCEED. SPARES ARE

VALVE CYLINDER FROM LOCK 19 TO ASSIST WITH DESIGN AND FABRICATION OF

CONTRACTOR MAY ACQUIRE SPARE MITER GATE CYLINDER AND SPARE TAINTER 10.

PLACE DURING THE CLOSURE PERIOD.

TAKE PLACE OUTSIDE OF THE LOCK CLOSURE PERIOD AND WHICH MUST TAKE

SEE SPECIFICATION SECTION 00 73 05 FOR WHICH CONSTRUCTION ACTIVITIES MAY 9.

SUCH UTILITIES AS REQUIRED AND APPROVED BY THE CONTRACTING OFFICER.

CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL RELOCATE AND RESTORE

UTILITIES NOT SHOWN IN THESE PLANS MAY BE ENCOUNTERED DURING 8.

METHOD AND TYPE OF TOUCH UP PAINTING AS NECESSARY.

OTHERWISE INDICATED IN THE CONTRACT DRAWINGS, INCLUDING AN APPROVED

REINSTALLMENT MADE TO ITS ORIGINAL LOCATION AND CONDITION, UNLESS

CONSTRUCTION AS LONG AS SAFETY AND SECURITY IS MAINTAINED AND

SECURITY FENCING AND HANDRAILING MAY BE REMOVED IN WORK AREAS DURING 7.

1912 DATUM.

ALL ELEVATIONS SHOWN IN THESE DRAWINGS REFER TO MEAN SEA LEVEL (M.S.L.), 6.

IS REQUIRED UNLESS OTHERWISE PERMITTED BY THE LOCKMASTER.

LOCKAGES THROUGH LOCK 19. OBSERVATION OF NORMAL QUEUING PROCEDURES

CONTRACTOR WILL NOT BE GIVEN PRIORITY OVER OTHER WATERWAY USERS FOR 5.

TAILWATER DROP EFFECTED.

REGULATED SUCH THAT WATER IS STORED IN THE POOL AND A CORRESPONDING

GENERATE ELECTRICAL POWER, AND PASS FLOWS FROM DAM 18. IT CANNOT BE

FACILITY, FUNCTIONING ONLY TO MAINTAIN A DESIGNATED 9-FOOT CHANNEL,

DAM NO.19, OWNED AND OPERATED BY AMEREN/UE, IS A RUN-OF-THE-RIVER 4.

PRIOR TO SHOP DRAWING PREPARATION AND MATERIAL FABRICATION.

BEGINS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS

ALL ELEVATIONS AND DIMENSIONS SHALL BE VERIFIED IN THE FIELD BEFORE WORK 3.

DRAWINGS ARE NOT PRINTED TO SCALE.

THEY DO NOT NECESSARILY REPRESENT ACTUAL FIELD CONDITIONS. REFERENCE

ON THE REFERENCE DRAWINGS. BECAUSE THE DRAWINGS ARE NOT "AS BUILT",

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

REFERENCE DRAWINGS ARE DRAWINGS OF RECORD, INCLUDED SOLELY FOR THE 2.

CONTRACTOR

LIGHTING DURING NON-DAYLIGHT HOURS, SHALL BE PROVIDED BY THE

CONTRACTOR. UTILITIES, INCLUDING TEMPORARY CONSTRUCTION POWER AND

EQUIPMENT (CRANE, FLOATING PLANT) WILL NOT BE MADE AVAILABLE TO THE

GOVERNMENT UTILITIES (INCLUDING WATER, ELECTRICITY, FUEL, ETC.) AND 1.

GENERAL MECHANICAL NOTES

TO CYLINDER ASSEMBLY. HOSING TO UV PROTECTION.

PROVIDE NEW 300 GRADE STAINLESS STEEL FLEXIBLE HOSING FROM HARD PIPING 16.

PIPING OF THE MITER GATE AND TAINTER VALVE HYDRAULIC POWER UNITS.

PROVIDE AND INSTALL ELECTRONIC HYDRAULIC OIL PARTICLE MONITOR IN RETURN 15.

OF THE ASSEMBLY.

STANDS MUST ALLOW THE CYLINDERS TO BE EXERCISED TO MAINTAIN INTEGRITY

STORAGE OF SPARE CYLINDERS IN THE STORAGE BUILDING ON I-WALL. STORAGE

MODIFY EXISTING OR PROVIDE NEW HYDRAULIC CYLINDER STANDS TO ALLOW 14.

HYDRAULIC OIL.

SEVEN TAINTER VALVE CYLINDER ASSEMBLIES, AND PROPERLY DISPOSE OF

CONTRACTOR IS TO DISPOSE OF THREE MITER GATE CYLINDER ASSEMBLIES, 13.

VALVING IS TO BE REUSED, UNLESS FOUND TO HAVE DAMAGE.

PAINTED. PAINTING IS TO BE IN ACCORDANCE WITH SPECIFICATIONS. MANIFOLD

EXISTING CYLINDER MANIFOLDS TO BE DRAINED, SANDBLASTED, CLEANED, AND 12.

WITH POSITION SENSOR. ROUTE VENT TO A TANK FOR OIL COLLECTION.

PROVIDE VENT/OIL SEEPAGE CONTAINMENT FOR MITER GATE CYLINDER ROD CAP 11.

DIRECTED BY COR.

HYDRAULIC OIL. DRUMS ARE TO BE PLACED IN I-WALL STORAGE BUILDING OR AS

PROVIDE 4 ADDITIONAL 55 GALLON DRUMS OF CHEVRON RANDO HZD ISO 15 10.

AND A MINIMUM BETA RATIO OF 400.

FLUID WITH A VISCOSITY OF 389 SSU AT 100°F. FILTRATION TO BE 10µM OR BETTER

GPM AT A PRESSURE DROP NOT EXCEEDING 10 PSI WHEN FILTERING HYDRAULIC

SPARE FILTERS FOR EACH HPU. EACH FILTER TO HAVE A MINIMUM CAPACITY OF 140

DOWNSTREAM MITER GATES AND TAINTER VALVES AND PROVIDE ONE SET OF

INSTALLATION OF NEW CYLINDERS, CHANGE FILTERS ON HPUS SERVING

UNITS. HYDRAULIC OIL MUST HAVE A CLEANLINESS OF 17/15/12 OR BETTER. AFTER

CYLINDERS, TAINTER VALVE CYLINDERS, AND ASSOCIATED HYDRAULIC POWER

HYDRAULIC OIL IS TO BE CHEVRON RANDO HDZ ISO 15 FOR MITER GATE 9.

LOCK TO CONTRACTOR’S FACILITY IF NEEDED.

DIMENSIONS AND LAYOUTS. SPARE CYLINDER ASSEMBLIES MAY BE MOVED FROM

SPARE CYLINDERS AND MANIFOLDS ARE AVAILABLE FOR CONTRACTOR TO VERIFY 8.

FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION.7.

REINSTALLED. PAINTING IS TO BE IN ACCORDANCE WITH SPECIFICATIONS.

THE EXISTING PILLOW BLOCKS ARE TO BE SANDBLASTED, CLEAN, PAINTED, AND 6.

SPECIFICATIONS.

DEMONSTRATE THE DESIGNS MEET OR EXCEED THE REQUIREMENTS IN THE

WITH SELF-LUBRICATED MATERIAL. PROVIDE DESIGN AND CALCULATIONS THAT

MITER GATE AND TAINTER VALVE ROD CLEVIS’ ARE TO HAVE SPHERICAL BEARING 5.

FINISH.

PLATING, OR ALLOY STEEL WITH WELDED OVERLAY/LASER CLADDING SURFACE

TAINTER VALVE RODS ARE TO BE EITHER ASTM A564 TYPE 630 WITH CHROME 4.

SENSOR.

TAINTER VALVE CYLINDERS ARE TO UTILIZE A NON-CONTACT LINEAR POSITION 3.

INDICATION.

SURFACE FINISH, WITH PROFILE BENEATH SURFACE FINISH FOR POSITION

MITER GATE CYLINDER RODS ARE TO HAVE WELDED OVERLAY/LASER CLADDING 2.

EXCEEDS THE REQUIREMENTS IN THE SPECIFICATIONS.

ROD ASSEMBLY. CALCULATIONS MUST DEMONSTRATE THE DESIGN MEETS OR

ROD. PROVIDE CALCULATIONS AND DRAWINGS FOR TWO-PIECE TAINTER VALVE

CYLINDER MANUFACTURER IS TO DESIGN TWO-PIECE TAINTER VALVE CYLINDER 1.

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

WISCONSIN

IOWA

LAKE

MICHIGAN

F L

O W

IOWA

P I

E R

LOCATION

PROJECT

ILLINOIS

N A

MISSOURI

KENTUCKY

SPRINGFIELD

QUINCY

DAVENPORT

BURLINGTON

ROCK ISLAND

CHICAGO

OHI

W A

B A

S H

MISSOURI R.

R O

C K

ISSISSIPPI

ILLINOIS

KEOKUK

(KEOKUK, IA.)

HAMILTON

WARSAW

LEE COUNTY

HANCOCK COUNTY

LOCK NO. 19

PROJECT LOCATION

LOCK NO.19

AMEREN/UE POWER DAM

A N

S I

B A

R T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

J .B

A R

C A

N P

L A

N A

N D V

Y M

A P

G-101

M .F

R A

N C

E S

LOCATION PLAN

1"=3000'SCALE:

H15

VICINITY MAP

SCALE: NTS

0 6000'3000'

NORTH

PLAN

T R

U E N

2. AMEREN/UE, A PRIVATE COMPANY, OWNS, OPERATES, AND MAINTAINS THE DAM FROM WHICH IT GENERATES HYDRO-ELECTRIC POWER.

1. THE US ARMY CORPS OF ENGINEERS OWNS, OPERATES AND MAINTAINS THE MAIN LOCK, OLD LOCK (ABANDONED), AND THE OLD DRY DOCK (ALSO ABANDONED).

NOTES:

S O

A T

P L

C R

E P

S A

N D H

Y D

R A

U L

Y L

D E

R R

E P

L A

C E

M E

N T

K E

O K

U K

L O

C K

P I

E R B

A S

W E

C K I S

L A

N D

C K I S

L A

N D D

T R

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A N

S I

S O

A T

P L

C R

E P

S A

N D H

Y D

R A

U L

Y L

D E

R R

E P

L A

C E

M E

N T

K E

O K

U K

L O

C K

P I

E R B

A S

R O

C K I S

L A

N D

C K I S

L A

N D D

T R

A R

E P

L A

G-102

M .B

R O

W N

B A

R T

M R

L D

A .U

N E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SCALE: 1" = 100'-0"

SITE PLAN

0 2000'1000'

NORTH

PLAN

TRUE N

TIMES TO THE POWER HOUSE AND DAM.

THE CONTRACTOR WILL ALLOW ACCESS FOR AMEREN/UE EMPLOYEES AT ALL 4.

THE VISITOR CENTER WILL BE CLOSED TO CONTRACTOR PERSONNEL.3.

CONTRACTOR'S EXPENSE.

SHRUB DAMAGED BE THE CONTRACTOR WILL BE REPLACED IN KIND AT THE

THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS. ANY TREE OR 2.

RESTRICTIONS, AND OTHER CHARACTERISTICS OF THE SITE.

BECOME FAMILIAR WITH POSSIBLE ROUTES, HEIGHT AND WIDTH

THE CONTRACTOR IS ADVISED TO VISIT THE SITE PRIOR TO BIDDING AND 1.

GENERAL SHEET NOTES

FLOW

MISSISSIPPI RIVER

N. W

ATER STREET

(ABANDONED)

FIRST AVE.

SECO

ND AVE.

LOCK CHAMBER

AREA

STAGING

PARKING AND

PLC SYSTEM

UPDATE LOCK

CONTROL HOUSE

MAINTENANCE BUILDING

VISITORS CENTER

STATION

CONTROL

CENTRAL

AND MATERIALS WITHIN THE STAGING AREA.

RESPONSIBLE FOR SECURITY OF THEIR EQUIPMENT

STAGING AREA WITH THE KO. CONTRACTOR IS

COORDINATE THE LOCATION AND SIZE OF THE

WORK AREA LIMITS

SCREENING BUILDING

WATER COMPANY

ACCESS GATE

AMEREN/UE EMPLOYEE

MACHINERY

MITER GATE

INSTALL NEW

MACHINERY

TAINTER VALVE

INSTALL NEW

MACHINERY

TAINTER VAVLE

INSTALL NEW

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A N

S I

S O

A T

P L

C R

E P

S A

N D H

Y D

R A

U L

Y L

D E

R R

E P

L A

C E

M E

N T

K E

O K

U K

L O

C K

P I

E R B

A S

R O

C K I S

L A

N D

C K I S

L A

N D D

T R

B A

R T

E K

D O

W N

S T

E A

E R G

A T

E A

N D T

T E

R V

A L V

E P

L A

G-103

M F

R A

N C

E S

C O

B A

R T

M R

L D

U N

E R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

WEIGHT = APPROX. 2000 LBS EACH

REMOVABLE ACCESS PANELS

MITER GATE MACHINERY RECESS

WEIGHT = APPROX. 2000 LBS EACH

REMOVABLE ACCESS PANELS

MITER GATE MACHINERY RECESS

LOCK CHAMBER

LANDSIDE LOCK WALL

RIVERSIDE LOCK WALL

STAIRS

CONTROL HOUSE

1 2

BULKHEAD SLOT

TAINTER VALVE

HYDRAULIC MACHINERY ROOM

DOWNSTREAM LANDWALL WORK LOCATIONS

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

DOWNSTREAM RIVERWALL WORK LOCATIONS-1

1/2"=1'-0"SCALE: 0 2' 4'1'

0 2' 4'1'

SHEET KEYNOTES

SPECIFICATIONS SECTION 01 53 11.

HYDRAULIC ROD AND INSTALLATION OF NEW HYDRAULIC ROD. SEE

TAINTER VALVE RECESS DURING DISCONNECTION OF EXISTING

TAINTER VALVE BULKHEAD SLOT. INSTALL BULKHEADS TO DEWATER5.

SEE ELECTRICAL SHEETS.

REPLACE VARIOUS PLC COMPONENTS THROUGHOUT LOCK.4.

CARDANIC RING. SEE SHEET M-105.

REPLACE TAINTER VALVE HYDRAULIC CYLINDER. REUSE EXISTING3.

CARDANIC RING. SEE SHEET M-101.

REPLACE MITER GATE HYDRAULIC CYLINDERS. REUSE EXISTING2.

ACCESS PANELS.

REMOVE AND REINSTALL MITER GATE MACHINERY RECESS1.

FLOW

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A N

S I

S O

A T

P L

C R

E P

S A

N D H

Y D

R A

U L

Y L

D E

R R

E P

L A

C E

M E

N T

K E

O K

U K

L O

C K

P I

E R B

A S

R O

C K I S

L A

N D

C K I S

L A

N D D

T R

B A

R T

E K

U P

S T

R E

A M

T A

T E

R V

A L V

E P

L A

G-104

M F

R A

N C

E S

C O

B A

R T

M R

L D

U N

E R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

LOCK CHAMBER

CONTROL HOUSE

LAND SIDE LOCK WALL

RIVER SIDE LOCK WALL

ROOM

HYDRAULIC MACHINERY

ROOM

HYDRAULIC MACHINERY

0 2' 4'1'

SHEET KEYNOTES

SPECIFICATIONS SECTION 01 53 11.

HYDRAULIC ROD AND INSTALLATION OF NEW HYDRAULIC ROD. SEE

TAINTER VALVE RECESS DURING DISCONNECTION OF EXISTING

TAINTER VALVE BULKHEAD SLOT. INSTALL BULKHEADS TO DEWATER3.

SEE ELECTRICAL SHEETS.

REPLACE VARIOUS PLC COMPONENTS THROUGHOUT LOCK.2.

CARDANIC RING. SEE SHEET M-105.

REPLACE TAINTER VALVE HYDRAULIC CYLINDER. REUSE EXISTING1.

UPSTREAM LANDWALL WORK LOCATIONS

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

UPSTREAM RIVERWALL WORK LOCATIONS-1

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

FLOW

LOCK CHAMBER

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A N

S I

S O

A T

P L

C R

E P

S A

N D H

Y D

R A

U L

Y L

D E

R R

E P

L A

C E

M E

N T

K E

O K

U K

L O

C K

P I

E R B

A S

R O

C K I S

L A

N D

C K I S

L A

N D D

T R

B A

R T

G M

R G

A T

E M

A C

E R

Y R

O O

P L

A N A

N D E

L E

V A

G-105

M F

R A

N C

E S

C O

B A

R T

M R

L D

U N

E R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

C K C

H A

M B

E R

LOCK CHAMBER

TOP OF LOCK WALL EL. 525.75

EL. 518.125

EL. 519.26

EL. 520.85

TOP OF PARAPET WALL

EL. 516.125

EL. 521.68

CENTERLINE GATE CONNECTION

SEE SHEET G-102

MACHINERY COVER

TO REMAIN

EXISTING MACHINERY RECESS

SEE SHEET M-101

TO BE REMOVED AND REPLACED

EXISTING HYDRAULIC CYLINDER

TO REMAIN

EXISTING MACHINERY PEDESTAL

TO REMAIN

EXISTING PARAPET WALL

SEE SHEET M-101

TO BE REMOVED AND REPLACED

EXISTING HYDRAULIC CYLINDER

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

ELEVATION - EXISTING MITER GATE MACHINERY

0 2' 4'1'

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

PLAN - EXISTING MITER GATE MACHINERY

WHERE DAMAGED OR OTHERWISE NOT POSSIBLE TO REUSE.

CYLINDER MANIFOLDS ARE TO BE REUSED. PIPING TO BE REUSED WHERE POSSIBLE AND REPLACED2.

LAND WALL SHOWN. RIVER WALL OPPOSITE HAND.1.

NOTE:

F L

O W

WHERE DAMAGED OR OTHERWISE NOT POSSIBLE TO REUSE.

CYLINDER MANIFOLDS ARE TO BE REUSED. PIPING TO BE REUSED WHERE POSSIBLE AND REPLACED2.

LAND WALL SHOWN. RIVER WALL OPPOSITE HAND.1.

NOTE:

A R

TO REMAIN

PILLOW BLOCK BEARING ASSEMBLY

TO REMAIN

CYLINDER SUPPORT BASE

SEE SHEET M-105

TO BE REMOVED AND REINSTALLED

CYLINDER CARDANIC RING

PLATFORM FRAMING TO REMAIN

HYDRAULIC CYLINDER STRUCTURAL

AND REPLACED

TO BE REMOVED

HYDRAULIC CYLINDER

SEE SHEET M-105

AND REPLACED

TO BE REMOVED

HYDRAULIC CYLINDER

TO BE REMOVED AND REINSTALLED

SEE SHEET M-110

CARDANIC RING ASSEMBLY

TO REMAIN

HYDRAULIC CYLINDER PLATFORM FRAMING

TO REMAIN

TAINTER VALVE

SEE SHEET M-515

PICKUP CONNECTION

SEE SHEET M-105

OR CHROME PLATED ROD

WELDED OVERLAY/LASER CLAD

TWO-PIECE CONNECTION

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

ELEVATION - EXISTING TAINTER VALVE MACHINERY

F13

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

EXISTING TAINTER VALVE MACHINERY PLAN

T A

E R

V A

L V

E W

E L

P L

A N

D E

L E

V A

G-106

M .F

R A

N C

E S

C O

J .B

A R

R L

A .U

N E

S I

S O

P L

C R

E P

S A

N D

H Y

D R

A U

C Y

D E

R R

E P

L A

C E

M E

N T

K E

O K

U K

L O

C K

P I

E R

B A

E K

C K

I S

L A

N D

C K

I S

L A

N D

T R

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET IDWHERE DAMAGED OR OTHERWISE NOT POSSIBLE TO REUSE.

CYLINDER MANIFOLDS ARE TO BE REUSED. PIPING TO BE REUSED WHERE POSSIBLE AND REPLACED2.

LANDWALL TAINTER VALVE SHOWN. OTHERS SIMILAR.1.

NOTES:

0 4' 8'2'

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A N

S I

S O

A T

P L

C R

E P

S A

N D H

Y D

R A

U L

Y L

D E

R R

E P

L A

C E

M E

N T

K E

O K

U K

P I

E R B

A S

R O

C K I S

L A

N D

C K I S

L A

N D D

T R

A R

E R G

A T

E C

Y L

D E

P L

A N

M-101

M .B

R O

W N

B A

R T

M R

L D

A .U

N E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SCALE: 1"- 1'-0"

SECTION - MITER GATE CYLINDER

SCALE: 1"- 1'-0"

PLAN - MITER GATE CYLINDER

0 1' 2'6"

1.575" TYP

PIPE SUPPORT, TYP

M-501-A8

M-510-A15

M-510-A1

1.64" 5.556" 2.297" 2.363" .361"

TYP

T Y

2'-9.581"

148.851"165.44"

DESIGN STROKE 255.625"

M-502-A17

M-501-A1

M-502-A9

M-502-A1

M-503-A1

275.952"

PIPE SUPPORTPIPE SUPPORTLIFTING LUG LIFTING LUG

3/4" - 10 UNC DEEP 30/1.18" (4x)

2" CODE 62 SAE FLANGE

MINIMESS CONNECTOR/AIR BLEED 9/16" - 18 UNF

POSITION INDICAITON SENSOR

MINIMESS CONNECTOR/AIR BLEED 9/16" - 18 UNF

M230x6

GENERAL SHEET NOTES

3/4" - 10 UNC DEEP 30/1.18" (4x)

2" CODE 62 SAE FLANGE

L O

C K

FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION.5.

LOCATED IN THE I-WALL STORAGE BUILDING.

MODIFY EXISTING CYLINDER STAND AS REQUIRED. SPARE CYLINDER STANDS ARE

ASSEMBLIES AND PLACE 1 COMPLETE ASSEMBLY ON SPARE CYLINDER STAND.

PROVIDE 3 COMPLETE MITER GATE CYLINDER ASSEMBLIES. INSTALL 2 COMPLETE 4.

THE SURFACE FINISH.

MG CYLINDER TO UTILIZE MEASUREMENT SYSTEM WITH PROFILE ON ROD BELOW 3.

THE REQUIREMENTS IN THE SPECIFICATIONS.

PROVIDE DRAWINGS AND CALCULATIONS TO VERIFY DESIGN MEETS OR EXCEEDS

MG ROD CLEVIS IS TO HAVE SPHERICAL BEARING FOR PIN CONNECTION TO MG. 2.

SPECIFICATIONS.

MG RODS ARE TO HAVE WELDED OVERLAY/LASER CLADDING APPLIED PER 1.

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A N

S I

S O

A T

K E

O K

U K

P I

E R B

A S

R O

C K I S

L A

N D

C K I S

L A

N D D

T R

A R

T E

R V

A L V

E C

Y L

D E

P L

A N

M-105

M .B

R O

W N

B A

R T

M R

L D

A .U

N E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SCALE: 1"- 1'-0"

SECTION - TAINTER VALVE CYLINDER

SCALE: 1"- 1'-0"

PLAN - TAINTER VALVE CYLINDER

0 1' 2'6"

M-510-A15

M-510-A1

T Y

19.685" 29.327" 28.346"

2'-10.386"2'-3.87"

521.977" UPSTREAM

570.056" DOWNSTREAM

M-505-A8

GENERAL SHEET NOTES

M130x4

TWO PIECE ROD CONNECTION

LIFTING LUG LIFTING LUGPIPE SUPPORTPIPE SUPPORT2" CODE 62 SAE FLANGE

3/4" - 10 UNC DEEP 30/1.18" (4x)

SAE FLANGE

2" CODE 62

30/1.18" (4x)

DEEP

3/4" - 10 UNC

MINIMESS CONNECTOR/AIR BLEED 9/16" - 18 UNF

208.776"

DESIGN STROKE 192.00"

M-506-A17

M-505-A1

NON-CONTACT LPS HOUSING

ELECTRICAL SHEETS

ALSO SPECIFICATIONS AND

POSITION SENSOR PDS: SEE

NON-CONTACT LINEAR

M-506-A1

M-507-A1

M-506-A9

P L

C R

E P

S A

N D H

Y D

R A

U L

Y L

D E

R R

E P

L A

C E

M E

N T

L O

C K

FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION.5.

STANDS ARE LOCATED IN THE I-WALL STORAGE BUILDING.

MODIFIED FOR NEW TWO-PIECE ROD DESIGN CYLINDER. SPARE CYLINDER

CYLINDER STAND. EXISTING SPARE CYLINDER STAND MAY NEED TO BE

COMPLETE ASSEMBLIES AND PLACE 1 COMPLETE ASSEMBLY ON SPARE

PROVIDE 6 COMPLETE TAINTER VALVE CYLINDER ASSEMBLIES. INSTALL 5 4.

CYLINDER SHELL WITH THE ROD FULLY RETRACTED.

TWO-PIECE ROD SHOULD BE APPROXIMATELY 2 FT FROM THE ROD END OF

LOWER ROD OF THE TWO-PIECE ROD DESIGN. CONNECTION POINT FOR

UPSTREAM AND DOWNSTREAM GATES IS TO BE ACCOUNTED FOR IN THE

INSTALLED AT ANY LOCATION. DIFFERENCE IN ROD LENGTH BETWEEN

SAME UPPER ROD LENGTH, ALLOWING TAINTER VALVE CYLINDERS TO BE

UPSTREAM AND DOWNSTREAM TAINTER VALVE CYLINDERS ARE TO HAVE THE

DESIGN MEETS OR EXCEEDS THE REQUIREMENTS IN THE SPECIFICATIONS.

TAINTER VALVE ROD ASSEMBLY. CALCULATIONS MUST DEMONSTRATE THE

CYLINDER ROD. PROVIDE CALCULATIONS AND DRAWINGS FOR TWO-PIECE

CYLINDER MANUFACTURER IS TO DESIGN TWO-PIECE TAINTER VALVE 3.

SURFACE FINISH.

PLATING, OR ALLOY STEEL WITH WELDED OVERLAY/LASER CLADDING

TAINTER VALVE RODS ARE TO BE EITHER ASTM A564 TYPE 630 WITH CHROME 2.

SENSOR.

TAINTER VALVE CYLINDERS ARE TO UTILIZE A NON-CONTACT LINEAR POSITION 1.

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A N

S I

S O

A T

P L

C R

E P

S A

N D H

Y D

R A

U L

Y L

D E

R R

E P

L A

C E

M E

N T

K E

O K

U K

P I

E R B

A S

R O

C K I S

L A

N D

C K I S

L A

N D D

T R

A R

R D

A N

P L

A N

M-110

M .B

R O

W N

B A

R T

M R

L D

A .U

N E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SCALE: 3" = 1'-0"

PLAN - CARDANICE RING

6"0 3" 1'

3'-11 1/2 "

L O

C K

SELF-LUBRICATED MATERIAL.

NEW PILLOW BLOCK BUSHINGS AND NEW TRUNNION PIN BUSHINGS TO UTILIZE 3.

NICKEL PLATED FOR CORROSION RESISTANCE.

NEW CARDANIC RING PINS THAT RIDE IN PILLOW BLOCK BUSHING TO BE 2.

PAINT ACCORDING TO SPECIFICATIONS.

EXISTING CARDANIC RINGS ARE TO BE REUSED. SANDBLAST, CLEAN, AND 1.

GENERAL SHEET NOTES

M-310

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A N

S I

S O

A T

P L

C R

E P

S A

N D H

Y D

R A

U L

Y L

D E

R R

E P

L A

C E

M E

N T

K E

O K

U K

L O

C K

P I

E R B

A S

R O

C K I S

L A

N D

C K I S

L A

N D D

T R

A R

R D

A N

S E

C T

M-310

M .B

R O

W N

B A

R T

M R

L D

A .U

N E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SCALE: 3" = 1'-0"

SECTION

SCALE: 3" = 1'-0"

SECTION

6"0 3" 1'

M-510-A1

M-511-A1

M-510-A1

M-510-A13

M-511-A1

M-510-A9

M-510-A15 M-510-A1

M-510-A13

M-511-A1

M-510-A9

M-510-A15

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

A N

S I

S O

P L

C R

E P

S A

N D

H Y

D R

A U

C Y

D E

R R

E P

L A

C E

M E

N T

K E

O K

U K

L O

C K

P I

E R

B A

R O

C K

I S

L A

N D

C K

I S

L A

N D

T R

A R

T A

M-501

M .B

R O

W N

J B

A R

R L

A .U

N E

E K

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

SCALE: 3" = 1'-0"

M-501-A1 - MG ROD END CAP

6"0 3" 1'

M-501-A8 - MG BLIND CAP

SCALE: 3" = 1'-0"

6"0 3" 1' A15

SCALE: 6" = 1'-0"

ENLARGED VIEW

G15

.81

11.654"

2.4 8"

1.9

1.969"

.75

.75"

.86 6"

5.439"

.814" .814"

2.719"

.729" .729"

2.634"

5.269"

1' -4 .4

9.528

.81

.7 T Y P

.6 5" T

Y P

1'- 0.6

1'- 2.9

1.734"

1.732"

1'-3.175"

1'-1.386"

"5 .7

6"0 3" 1'

A15 G15

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A N

S I

S O

A T

P L

C R

E P

S A

N D H

Y D

R A

U L

Y L

D E

R R

E P

L A

C E

M E

N T

K E

O K

U K

L O

C K

P I

E R B

A S

R O

C K I S

L A

N D

C K I S

L A

N D D

T R

A R

T A

M-502

M .B

R O

W N

B A

R T

M R

L D

A .U

N E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SCALE: 3" = 1'-0"

M-502-A1 - MG CLEVIS LOCK NUT

SCALE: 3" = 1'-0"

M-502-A9 - MG ROD THREAD PROTECTOR

6"0 3" 1' 6"0 3" 1' A17

M-502-A17 - MG CYLIINDER ICE SCRAPER

1'-2.291"

.6 6"

1' -1 .1

30°

9.488"

1'-0.972"

.374" TYP

30°

TYP

11.3 39"

9.055"

1'-2.291"

11.3 39"

4" T

.7 T

Y P

.787"

1'-1.937"

.354" TYP

ASTM A564, TYPE 630MG CYLINDER ICE SCRAPER31M-502-A17

ASTM A564, TYPE 630MG ROD THREAD PROTECTOR31M-502-A9

ASTM A564, TYPE 630MG CLEVIS LOCK NUT31M-502-A1

MATERIALDESCRIPTIONTOTAL QTYUNIT QTY.MARK NO.

MATERIAL SCHEDULE

A17

J17

SECTION

25.71°

TYP

D E

G C

U T

3"0 6"1-1/2"

6"0 3" 1'

9.613"

10.236"

45°

.835"R

TYP

9.843"

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A N

S I

S O

A T

P L

C R

E P

S A

N D H

Y D

R A

U L

Y L

D E

R R

E P

L A

C E

M E

N T

K E

O K

U K

L O

C K

P I

E R B

A S

R O

C K I S

L A

N D

C K I S

L A

N D D

T R

A R

T A

M-503

M .B

R O

W N

B A

R T

M R

L D

A .U

N E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

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

M-503-A1 - MG CLEVIS W/ SPHERICAL BEARING

5.571"

1'-10"

7.5

30°

TYP

11.339"

1'-2.291"

1'-.598"

9.055" Ø

8.268"

1' 2'0 6"

ASTM A564, TYPE 630MG CLEVIS PIN31M-503-A9

LUBRICATED SPHERICAL BEARING

ASTM A564, TYPE 630 WITH SELF-

MG CLEVIS W/ SPHERICAL BEARING31M-503-A1

MATERIALDESCRIPTIONTOTAL QTYUNIT QTY.MARK NO.

MATERIAL SCHEDULE

M-503-A9 - MG CLEVIS PIN

7.008"

.217"

45°

TYP

T Y

6"0 3" 1'

SELECTION FOR APPROVAL.

MG CLEVIS TO BE DESIGNED AND FITTED FOR SPHERICAL SELF-LUBRICATED BEARING. SUBMIT BEARING DESIGN CALCULATIONS AND SIZE NOTE: SUBMIT BEARING DESIGN CALCULATIONS AND SIZE SELECTION FOR APPROVAL.

FINAL PIN DIAMETER TO BE DESIGNED AND FITTED FOR SPHERICAL SELF-LUBRICATED BEARING. NOTE:

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A N

S I

S O

A T

P L

C R

E P

S A

N D H

Y D

R A

U L

Y L

D E

R R

E P

L A

C E

M E

N T

K E

O K

U K

L O

C K

P I

E R B

A S

R O

C K I S

L A

N D

C K I S

L A

N D D

T R

A R

T A

M-505

M .B

R O

W N

B A

R T

M R

L D

A .U

N E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SCALE: 3" = 1'-0"

M-505-A1 - TV ROD END CAP

6"0 3" 1'

M-505-A8 - TV BLIND END CAP

6"0 3" 1' A15

G15

6"0 3" 1'

1'- 1.

1.732"

5.984"

5.591"

1.732"

9.213"

11.89"

11.102"

.70 9" T

.472" TYP

.709" TYP

25.72°

12°

.731" .731"

2.637"

5.273"

.818"

2.723"

5.447"

.818"

.75" TYP

A15 G15

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

A N

S I

S O

P L

C R

E P

S A

N D

H Y

D R

A U

C Y

D E

R R

E P

L A

C E

M E

N T

K E

O K

U K

L O

C K

P I

E R

B A

R O

C K

I S

L A

N D

C K

I S

L A

N D

T R

A R

T A

M-506

M .B

R O

W N

J B

A R

R L

A .U

N E

E K

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

SCALE: 3" = 1'-0"

M-502-A1 - TV CLEVIS LOCK NUT

SCALE: 3" = 1'-0"

M-502-A9 - TV ROD THREAD PROTECTOR

6"0 3" 1' 6"0 3" 1' A17

M-502-A17 - TV CYLINDER ICE SCRAPER

ASTM A564, TYPE 630TV CYLINDER ICE SCRAPER61M-506-A17

ASTM A564, TYPE 630TV ROD THREAD PROTECTOR61M-506-A9

ASTM A564, TYPE 630TV CLEVIS LOCK NUT61M-506-A1

MATERIALDESCRIPTIONTOTAL QTYUNIT QTY.MARK NO.

MATERIAL SCHEDULE

J17

SCALE: 6" = 1'-0"

SECTION

25.71°

TYP

E L

C U

3"0 6"1-1/2"

6"0 3" 1'

9.646

.256" TYP

9.173"

60°

.492"

TYP

45° 22.5°

.3 " T

Y P

10.

9.213"

J17

9.488"

5.1 38"

8.465"

6.428"

6.598"

6.89" .1

45°

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A N

S I

S O

A T

P L

C R

E P

S A

N D H

Y D

R A

U L

Y L

D E

R R

E P

L A

C E

M E

N T

K E

O K

U K

L O

C K

P I

E R B

A S

R O

C K I S

L A

N D

C K I S

L A

N D D

T R

A R

T A

M-507

M .B

R O

W N

B A

R T

M R

L D

A .U

N E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

ASTM A564, TYPE 630TV CLEVIS PIN61M-507-A9

LUBRICATED SPHERICAL BEARING

ASTM A564, TYPE 630 WITH SELF-

TV CLEVIS61M-507-A1

MATERIALDESCRIPTIONTOTAL QTYUNIT QTY.MARK NO.

MATERIAL SCHEDULE

SCALE: 3" = 1'-0"

M-507-A1 - TV CLEVIS

6"0 3" 1'

9.843"

8.46 5"

5.138"

9.646" Ø

.63"

.472" TYP

7.2 05"

22.5°

TYP

M-507-A9 - TV CEVIS PIN

SCALE:

SELECTION FOR APPROVAL.

TV CLEVIS TO BE DESIGNED AND FITTED FOR SPHERICAL SELF-LUBRICATED BEARING. SUBMIT BEARING DESIGN CALCULATIONS AND SIZE NOTE:

SUBMIT BEARING DESIGN CALCULATIONS AND SIZE SELECTION FOR APPROVAL.

FINAL PIN DIAMETER TO BE DESIGNED AND FITTED FOR SPHERICAL SELF-LUBRICATED BEARING. NOTE:

8.25" 1.125"

.148"

T Y P

6.2

4.432"

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

A N

S I

S O

P L

C R

E P

S A

N D

H Y

D R

A U

C Y

D E

R R

E P

L A

C E

M E

N T

K E

O K

U K

P I

E R

B A

R O

C K

I S

L A

N D

C K

I S

L A

N D

T R

A R

T A

M-510

M .B

R O

W N

J B

A R

R L

A .U

N E

E K

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

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

M-510-A1 - TRUNNION M-510-A9 - TRUNNION PIN

6"0 3" 1'1' 2'0 6"

2'-4.25"

DIMENSION BY

.7 Ø

SCALE: 3" = 1'-0"

A15 6"0 3" 1'

11.0 24"

7.874"

8.858"

" 1' -1 .5

TYP

0.779"5.354"0.748"

Ø 10.827"

45° TYP

7.953" Ø

7.874" Ø

LUBRICATED MATERIAL

ASTM B584, ALLOY C86300 WITH SELF-

PILLOW BLOCK BUSHING141M-510-H15

LUBRICATED MATERIAL

ASTM B584, ALLOY C86300 WITH SELF-

TRUNNION BUSHING141M-510-A15

ASTM A322, GR 4340, WITH NICKEL PLATINGTRUNNION PIN141M-510-A8

ASTM A29, GR 1049TV CYLINDER TRUNNION91M-510-A1

MATERIALDESCRIPTIONTOTAL QTYUNIT QTY.MARK NO.

MATERIAL SCHEDULE

ALL OVER

FIT AND FINISH PER SELF-LUBRICATED MATERIAL MANUFACTURER.

PIN SURFACE TO BE NICKEL PLATED.NOTE:

FIT AND FINISH PER SELF-LUBRICATED MATERIAL MANUFACTURER.NOTE:

M-501-H15 - PILLOW BLOCK BUSHING

SCALE: 3" - 1'-0"

H15

1'-1.976"

9.764"

11.378"

L O

C K

M-510-A15 - TRUNNION BUSHING

MANUFACTURER

CYLINDER

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

A N

S I

S O

K E

O K

U K

P I

E R

B A

R O

C K

I S

L A

N D

C K

I S

L A

N D

T R

A R

T A

M-511

M .B

R O

W N

J B

A R

R L

A .U

N E

E K

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

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

M-510-A1 - CARDANIC RING

1' 2'0 6"

7"7 .8

1.115"3'-8.488"

2'-6.625"

A13

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

M-511-A13 -CARDANIC RING BUSHING

9.173"

8.937"

T Y P

9.764"

LUBRICATED MATERIAL

ASTM B584, ALLOY C86300 WITH SELF-

CARDANIC RING BUSHING142M-511-A13

EXISTINGCARDANIC RING71M-511-A1

MATERIALDESCRIPTIONTOTAL QTYUNIT QTY.MARK NO.

MATERIAL SCHEDULE

10.827"

CARDANIC RING PINS TO BE NICKEL PLATED FOR CORROSION RESISTANCE.

EXISTING CARDANIC RINGS TO BE REUSED, SANDBLASTED, CLEAN AND PAINT ACCORDING TO SPECIFICATIONS. NOTE:

FIT AND FINISH PER SELF-LUBRICATED MATERIAL MANUFACTURER.NOTE:

0.188"x45°

SELF-LUBRICATED MATERIAL

P L

C R

E P

S A

N D

H Y

D R

A U

C Y

D E

R R

E P

L A

C E

M E

N T

L O

C K

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A N

S I

S O

A T

K E

O K

U K

P I

E R B

A S

R O

C K I S

L A

N D

C K I S

L A

N D D

T R

A R

T A

M-515

M .B

R O

W N

B A

R T

M R

L D

A .U

N E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

ASTM A709, GR 50, F2BACKER PLATE102M-515-F15

ASTM A709, GR 50, F2BASE PLATE51M-515-F9

ASTM B584, ALLOY C86300BUSHING102M-515-A15

ASTM A709, GR 50, F2PIN PLATE102M-515-A9

MATERIALDESCRIPTIONTOTAL QTYUNIT QTY.MARK NO.

MATERIAL SCHEDULE

11"

M-515-A1 - TAINTER VAVLE PICKUP

3"=1'-0"SCALE:

M-515-F9

M-515-A9

M-515-A15

M-515-A9

M-515-A15

1'-3"

6 1 /2

1 1/2" PL

7 1/2 "

1'-3 1/2 "

1 1/4 " 1 1/4 "

13/16" Ø HOLE, TYP

1 1/4 "

3 3/4 "

1/2" PL

13/16" Ø HOLE, TYP

1 1/2 "

- PIN PLATEM-515-A9

3"=1'-0"SCALE:

A15

- BUSHINGM-515-A15

3"=1'-0"SCALE:

- BASE PLATEM-515-F9

3"=1'-0"SCALE:

F15

- BACKER PLATEM-515-F15

3"=1'-0"SCALE:

6"0 3" 1'

6"0 3" 1'6"0 3" 1'

6 1/2 "

4 1/2 "

+0.012

+0.019

-0.000

+0.002

FCM

1/4TYP

100% MPI,

2 1/4 "

P L

C R

E P

S A

N D H

Y D

R A

U L

Y L

D E

R R

E P

L A

C E

M E

N T

L O

C K

PICKUP CONNECTION TO BE PAINTED ACCORDING TO SPECIFICATIONS.4.

PROPER FIT.

COORDINATE DESIGN WITH CLEVIS MANUFACTURER TO ENSURE 3.

METAL.

ARC WELDING THAT EXCLUDES THE ATMOSPHERE FROM THE MOLTEN

STRUCTURAL WELDING CODE AWS D1.5. USE A METHOD OF ELECTRIC

CONFORM WELDING TO THE AMERICAN WELDING SOCIETY 2.

AND PRIME ALL DRILLED HOLES PIROR TO ASSEMBLY.

EXCLUDED FROM THE SHEAR PLANES (MIN. 40 KIPS TENSION). PREP

ASSEMBLY. FULLY PRETENSION ALL CONNECTIONS WITH THREADS

PROVIDE (8) 3/4" Ø ASTM F3125 GR A325 HEVY HEX BOLTS PER 1.

GENERAL SHEET NOTES

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A N

S I

S O

A T

P L

C R

E P

S A

N D H

Y D

R A

U L

Y L

D E

R R

E P

L A

C E

M E

N T

K E

O K

U K

L O

C K

P I

E R B

A S

R O

C K I S

L A

N D

C K I S

L A

N D D

T R

A R

E R G

A T

S C

H E

D U

L E

M-601

M .B

R O

W N

B A

R T

M R

L D

A .U

N E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SCALE: NTS

SCHEDULES

WELL AS THIS ONE, ARE GIVEN IN THE TABLES SHOWN ON THIS SHEET

THE VARIABLE DIMENSIONS FOR SEVERAL OTHER POSITIONS, AS

THIS DETAILS HOWS THE CONFIGURATION FOR GATE POSITION #10.

*FIXED LENGTH, TYPICAL FOR ALL CONFIGURATIONS

GATE POSITION #10

17.

'-6 /1

STANDARD BARGE WIDTH 35'-0"

20.46'

P A

C T C

L E

A R

A N

C E T

O R

O D

L P

INTLE

ᶬ ʎ

Ȣ θ ß

Ȏ e ff

L CARDANIC RINGC

A13

SCALE: NTS

KINEMATICS

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A N

S I

S O

A T

P L

C R

E P

S A

N D H

Y D

R A

U L

Y L

D E

R R

E P

L A

C E

M E

N T

K E

O K

U K

L O

C K

P I

E R B

A S

R O

C K I S

L A

N D

C K I S

L A

N D D

T R

A R

T E

R V

A L V

S C

H E

D U

L E

M-605

M .B

R O

W N

B A

R T

M R

L D

A .U

N E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SCALE: NTS

SCHEDULES

WELL AS THIS ONE, ARE GIVEN IN THE TABLES SHOWN ON THIS SHEET

THE VARIABLE DIMENSIONS FOR SEVERAL OTHER POSITIONS, AS

THIS DETAILS HOWS THE CONFIGURATION FOR VALVE POSITION #1.

*FIXED LENGTH, TYPICAL FOR ALL CONFIGURATIONS

VALVE POSITION #1

KINEMATICS, NEW LINKAGE

A14

TOP OF LOCK WALL

L TRUNNION

C CL CARDANIC RING

L PICKUP PT.C

L TRUNNIONC

16'-8"

X" θ

27'-11 1/16 "

GATE OPENING

DEGREE OF

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A N

S I

S O

A T

P L

C R

E P

S A

N D H

Y D

R A

U L

Y L

D E

R R

E P

L A

C E

M E

N T

K E

O K

U K

L O

C K

P I

E R B

A S

R O

C K I S

L A

N D

C K I S

L A

N D D

T R

A R

T E

D O

W N

S T

R E

A M R

E R

W A

L L P

O W

E R U

H Y

D R

A U

C H

E M

A T

G R

A M

M-610

M .B

R O

W N

B A

R T

M R

L D

A .U

N E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

DIAGRAM - HYDRAULIC SCHEMATIC DOWNSTREAM RIVERWALL POWER UNIT

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A N

S I

S O

A T

P L

C R

E P

S A

N D H

Y D

R A

U L

Y L

D E

R R

E P

L A

C E

M E

N T

K E

O K

U K

L O

C K

P I

E R B

A S

R O

C K I S

L A

N D

C K I S

L A

N D D

T R

A R

T E

D O

W N

S T

R E

A M L

A N

D W

A L L P

O W

E R U

H Y

D R

A L

C H

E M

A T

G R

A M

M-611

M .B

R O

W N

B A

R T

M R

L D

A .U

N E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

DIAGRAM - HYDRAULIC SCHEMATIC DOWNSTREAM LANDWALL POWER UNIT

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A N

S I

S O

A T

K E

O K

U K

L O

C K

P I

E R B

A S

R O

C K I S

L A

N D

C K I S

L A

N D D

T R

A R

N E

R A

L E

C T

A L N

O T

E S

E-001

M .B

R O

W N

D T

E P

M R

L D

K .R

O C

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

ETHERNET SWITCHES IN EACH MCC.

CONNECT THE CONTROLLER TO EACH MCC ‘BUCKET’ CONTACTOR. THIS WOULD ELIMINATE THE NEED FOR LARGER

PREFER USING THE DLR (RING TOPOLOGY, WITH AUTO DEVICE RECOVERY /PLUG N PLAY) ‘DAISY-CHAIN’ METHOD TO

NEW LC CONNECTORS.

(2) MEDIA CONVERTERS: SINGLE ETHERNET COPPER TO FIBER (1 PR) CONVERTER, FOR THE NEW MM 50 MICRON FIBER WITH

- ALLOW READ /WRITE ACCESS TO ALL.

LOCKMASTER AND ASSISTANT (RED-FOB):

- ALLOW READ /WRITE ACCESS TO ALL ACCEPT THE PROGRAM LOGIC, WHICH IS READ-ONLY.

LOCK MECHANIC /ELECTRICIAN (YELLOW-FOB):

- ALLOW OPERATOR ACCESS TO STANDARD OPERATIONAL LOCKING AND ALL LIGHTING CONTROLS FEATURES

- ALLOW READ ONLY ACCESS TO TRENDING DATA

LOCKMAN (BLUE FOB):

COMMISSIONING REQUIREMENTS

ELECTRICAL CONSTRUCTION NOTES

SUBMITTED COMMISSIONING PROCEDURE. SEE ADDITIONAL COMMISSIONING REQUIREMENT IN SPECIFICATION SECTION 35 08 40.

THE FOLLOWING TESTS HELP TO VERIFY SAFETY INTERLOCKS AND A COMPLETE OPERATIONAL PRODUCT, AND SHALL BE INCLUDED AS PART OF THE

GENERAL ELECTRICAL NOTES ELECTRICAL SCOPE OF WORK (IN NO PATICULAR ORDER) ELECTRICAL SCOPE OF WORK (CON'T)

ALL NEW WORK SHALL BE DONE IN ACCORANCE WITH THE LATEST VERSION OF NFPA 70.6.

LABELS SHALL BE ENGRAVED PLASTIC AND ATTACHED USING

AT EACH END, AND WHERE IT ENTERS AND EXITS CABLE TRAY, TO INDICATE ITS PURPOSE AND SOURCE AND FINAL CONNECTION LOCATION.

ALL NEW CABLING SHALL BE INSTALLED AS CONTINUOUS RUNS (NO SPLICES), UNLESS OTHERWISE NOTED. ALL NEW CABLES SHALL BE LABELED 5.

ACTIVE, HISTORICAL, OR EQUIPMENT LOCATION).

CORRECTED THAT IT WILL BECOME AN ACTIVE ALARM AGAIN. PROVIDE "SORTABLE" ROWS BY COLUMN HEADING SELECTED (e.g. SORT BY DATE, SILENCE ANY NON-CRITICAL "STOP" ALARMS FOR A FIXED (ADJUSTABLE) PERIOD OF TIME, AFTER WHICH IF THE ALARM CONDITION HAS NOT BEEN

INCLUDE AN ALARM SCREEN THAT DISPLAYS ACTIVE AND HISTORICAL ALARMS- AND ALLOWS THE LOCK OPERATOR TO ACKNOWLEDGE AND

SCREENS SHALL BE A MENU ITEM TO ALLOW MODIFICATION OF ALARM TEXT THAT WILL BE DISPLAYED ON NORMAL OPERATION SCREENS. ALSO

MODE", AS WELL AS ALL OTHER PARAMETERS THAT CURRENTLY ALLOW CHANGES BY THE LOCKMASTER. INCLUDED IN THESE PARAMETER

PERSONNEL (LOCK ELECTRICIAN OR LOCKMASTER, AS COORDINATED) TO MAKE EDITS TO PARAMETERS SUCH AS "SUMMER MODE" OR "WINTER

ALREADY HAS ON IT WITH THE ADDITION OF PARAMETER-EDIT SCREENS WITH PROPER ACCESS AS COORDINATED WITH COR TO ALLOW OD

ALL LOGGED OPERATIONS DATA. AT A MINIMUM, NEW HMI SCREENS MUST PROVIDE SIMILAR MENU AND TRENDING SCREENS THAT THE LAPTOP

(TRAFFIC LIGHTS, GATE AND VALVE POSITIONS, AND INTERLOCK AND SENSOR INDICATORS), AND TRENDING SCREENS FOR EASY GRAPHING OF

PANELVIEW INDUSTRIAL TOUCH-SCREENS, AS WELL AS DESIGN OF THE HMI SCREENS TO INCLUDE BASIC LOCK OPERATIONS INDICATORS

COORDINATION IS REQUIRED BETWEEN THE CONTRACTOR AND THE COR AND OD PERSONNEL FOR BEST LOCATION AND MOUNTING OF NEW 4.

ANY NEW PLC HMI AND PROGRAM CHANGES.

GOVERNMENT WISHES TO KEEP AN OPEN DIALOG AS NECESSARY WITH THE CONTRACTOR TO ASSIST IN PROVIDING THE CLEAREST INTENT FOR

DRAWING NOTES. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE PLC PROGRAMMING TO ACHIEVE REQUIRED ACTIONS OR CONTROL. THE

APPROVED AND DESCRIBED HEREIN. SPECIFIC PROCEDURAL REQUIREMENTS ARE NOTED IN PERFORMANCE-DESCRIPTION FORMAT IN THE

THE BASIC LOCK OPERATION PLC LOGIC WILL BE PROVIDED AND SHALL BE UTILITZED FOR BASIC LOCK OPERATION EXCEPT AS OTHERWISE 3.

OPERATIONAL AND /OR POWER OUTAGES SHALL BE COORDINATED WITH COR 14 DAYS PRIOR TO PROPOSED OUTAGE(S). 2.

SYSTEM AT THE END OF THE CONTRACT.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EQUIPMENT, WIRING, PROGRAMMING, ETC. TO PROVIDE A COMPLETE AND FUNCTIONAL 1.

120VAC POWER TB’s: REPLACE (8) TERMINAL BLOCKS WITH FUSE BLOCK TYPE; INSTALL ADDITIONAL (4) SPARE FUSABLE TB’s. (12 TOTAL). 10.

LIFT GATE PUMP ROOMS (2 LOCATIONS, 1 JUNCTION BOX PER PUMP ROOM):

120VAC POWER TB’s: INSTALL MINIMUM OF (4) SPARE FUSED TB’s IN EACH JUNCTION BOX. 12.

HAVING TO KILL POWER TO ALL ‘DAISY-CHAINED’ 120V POWER.

120VAC POWER TB’s: REPLACE ALL TB’s SUCH THAT NEW TB’s HAVE REMOVABLE FUSE TO ALLOW TROUBLE SHOOTING INDIVIDUAL SENSORS WITHOUT 11.

MITER GATE (MG) CYLINDER ROOM JUNCTION BOX (2 LOCATIONS, 1 JUNCTION BOX PER PUMP ROOM):

COR. INSTALL WIRING FROM WAGO TERMINAL BLOCKS TO ALLEN BRADLEY ANALOG TERMINAL MODULE.

PLAN TO INSTALL NEW NEMA 12 BOX MOUNTED TO SIDE OR BACK OF MCC’s. COORDINATE FINAL SIZE AND LOCATION WITH

ALLEN BRADLEY ANALOG TERMINAL MODULE, https://www.wago.com/us/rail-chassis-terminal-blocks/diode-plug/p/280-801_281-420

AND WAGO RECOVERY DIODE PLUG WITH RED LED, PART NO. 280-801/281-420, AND WIRED FROM WAGO TERMINAL BLOCKS TO

TERMINAL BLOCKS, WITH TEST PORTS AND LOOP POWER LED INDICATORS. DESIGN BASIS IS WAGO DISCONNECT TERMINALS

ANALOG TB’s: INSTALL ADDITIONAL RAIL-MOUNT TERMINAL BLOCKS WITH LEVER, PUSH-BUTTON OR OPEN TOOL SLOT 13.

LOWER MCC’s (2 LOCATIONS, LOWER LEVEL DOWN STAIRS FROM MITER GATE CYLINDER ROOM):

REPLACE (8) TB’s WITH FUSED STYLE FOR ALL 120VAC POWER (CURRENTLY DAISY-CHAINED). ADD (4) SPARE FUSED TB’s. 14.

TV/MG HPU ROOM’s (4 LOCATIONS, 1 JUNCTION BOX PER PUMP ROOM):

ALL ANALOG I/O: REPLACE EXISTING TB’s WITH NEW TB’s THAT CONTAIN TEST PORTS AND ‘LOOP POWER’ LED.4.

DISCREET OUTPUT: REPLACE ALL EXISTING DISCRETE OUTPUT TERMINAL BLOCK SYSTEMS WITH 1492-IFM20F-F120A-2.3.

DISCREET INPUT: MAINTAIN ALL EXISTING DISCRETE INPUT TERMINAL BLOCK SYSTEMS. 2.

CONTROL CONSOLES:

DISCRETE OUTPUT: REPLACE ALL EXISTING DISCRETE OUTPUT TERMINAL BLOCK SYSTEMS WITH 1492-IFM20F-F120A-2.9.

TERMINAL MODULE.

MCC’s. COORDINATE FINAL SIZE AND LOCATION WITH COR. INSTALL WIRING FROM WAGO TERMINAL BLOCKS TO ALLEN BRADLEY ANALOG https://www.wago.com/us/rail-chassis-terminal-blocks/diode-plug/p/280-801_281-420 PLAN TO INSTALL NEW NEMA 12 BOX MOUNTED TO SIDE OR BACK OF

RED LED, PART NO. 280-801/281-420, AND WIRED FROM WAGO TERMINAL BLOCKS TO ALLEN BRADLEY ANALOG TERMINAL MODULE, TEST PORTS AND LOOP POWER LED INDICATORS. DESIGN BASIS IS WAGO DISCONNECT TERMINALS AND WAGO RECOVERY DIODE PLUG WITH

ANALOG I/O TB’s: INSTALL ADDITIONAL RAIL-MOUNT TERMINAL BLOCKS WITH LEVER, PUSH-BUTTON OR OPEN TOOL SLOT TERMINAL BLOCKS, WITH 8.

THERMOCOUPLE TB’s: MAINTAIN EXISTING AS IS.7.

120VAC FUSED BLOCKS: INSTALL 36 NEW FUSED BLOCKS (INCLUDES APPROX. 12 SPARE). 6.

CONTACTORS WILL REQUIRE MINOR RELOCATION WITHIN THE SAME CABINET. COORDINATE EXACT LOCATION WITH COR PRIOR TO WORK.

NEW TB’s MAY REQUIRE MORE ROOM THAN IS AVAILABLE; AS NECESSARY, ASSUME EXISTING TRAFFIC LIGHT FLASHER AND ELECTRONIC 5.

UPPER MCC’s (2 LOCATIONS):

781-607.

CONDUCTOR TERMINAL BLOCK 280-616 WITH LED PLUG 280-801/281-420. GROUND FOR EACH ANALOG I/O POINT: 2 CONDUCTOR TERMINAL BLOCK

WITH FUSED PLUG 281-512/281-418 WHICH HAS A BLOWN FUSE INDICATOR. ANALOG: 2 CONDUCTOR DISCONNECT TERMINAL 280-627. 2

SYSTEMS. FOR CONVENIENCE, HERE IS A DESIGN BASIS LIST OF WAGO PART NUMBERS: DISCRETE INPUTS: 3 CONDUCTOR TERMINAL 281-627

BASIS ONLY. PRIOR TO ACQUIRING, CONTRACTOR IS MUST VERIFY SPACE REQUIREMENTS AND INSTALLABILITY OF NEW TERMINAL BLOCK

LOOP-POWER LED INDICATORS, AND FUSED TERMINAL BLOCKS FOR 120VAC SENSOR POWER. THE INDICATED MODEL NUMBERS ARE DESIGN

THAT ASSIST IN TROUBLE SHOOTING AND MEASURING REMOTE SENSOR SIGNALS (DISCREET AND ANALOG) INCLUDING OPIONS LIKE TEST PORTS, THE GENERAL INTENT FOR THIS WORK IS TO REPLACE SELECT TERMINAL BLOCKS AT LOCATIONS AROUND THE LOCK TO PROVIDE SYSTEMS 1.

TERMINAL BLOCK (TB) WORK:

P L

C R

E P

S A

N D H

Y D

R A

U L

Y L

D E

R R

E P

L A

C E

M E

N T

THE TIME REQUIRED FROM WHEN THE UTILITY POWER RETURNS UNTIL LOCK CONTROLS ARE FULLY FUNCTIONAL AGAIN.

DEMONSTRATE SUCCESSFUL CONTROLS SYSTEM RECOVERY AFTER (2) POWER OUTAGES AND RECORD ANY ANOMALIES AS WELL AS RECORD 11.

EQUIPMENT FROM BOTH THE LANDWALL AND THE IWALL HYDRAULIC CONTROLS LOCATIONS.

HPU TO BE APPROXIMATELY THE SAME AS “SLOW”GATE MOTION. DEMONSTRATE FUNCTIONALITY OF "MANUAL" HAND-VALVE OPERATED LOCK

ADJUSTABLE SIGNAL TO MOVE THE HYDRAULIC PUMP SWASH-PLATE TO A SLOW-FLOW RATE. FIELD SET THIS FLOW RATE SIGNAL AT EACH

10. DEMONSTRATE OPERATION OF THE PUMPS INDEPENDENT OF THE PLC USING LOCAL-OFF-REMOTE SELECTOR SWITCHES, AND PROVIDING

DEMONSTRATE THAT THE HPU OIL LEVEL ALARMS (LOW AND SHUT-DOWN) ARE FUNCTIONING. 9.

DEMONSTRATE THAT THE HPU OIL TEMPERATURES AND AMBIENT TEMPERATURES ARE BEING LOGGED AND FUNCTIONING PROPERLY. 8.

DEMONSTRATE THAT ALL OF THE OIL FILTER PRESSURE DIFFERENTIAL SWITCHES (AND FILTER-ALARMS) ARE FUNCTIONING PROPERLY. 7.

ANY OF THE LOCK-SITE ETHERNET CONNECTIONS.

DEMONSTRATE HOW ALL ADJUSTABLE SET-POINTS CAN BE EASILY CHANGED FROM THE NEW HMI SCREENS AND THE PORTABLE LAPTOP FROM 6.

BEING LOGGED AND AVAILABLE FOR REVIEW AND GRAPHING. DEMONSTRATE HOW TO ACCESS AND PLOT ALL LOGGED DATA.

POSITION SENSORS AND PRESSURE AND FLOW TRANSDUCERS ARE COLLECTING EVENT-LOGGED DATA FROM EACH HPU SYSTEM AND ARE

DEMONSTRATE THAT ALL OF THE CONTROL STAND JOYSTICK AND PUSHBUTTON INPUTS, BOTH HMI AND HARD-WIRED, AND EQUIPMENT 5.

NOTE: IF MOTORS ARE CONNECTED TO REXROTH E3 OVERLOADS, THIS DATA MAY ALREADY BE ACCESSIBLE VIA DEVICENET.

AND PERCENT THERMAL CAPACITY UTILIZED DURING MOTOR RUN EVENTS.

RETRIEVAL AND GRAPHING. AT A MINIMUM, LOGGED DATA SHOULD INCLUDE ALARM-TRIP INDICATION, MEASURED INDIVIDUAL PHASE CURRENT, DEMONSTRATE ALL OF THE VOLTAGE, CURRENT, AND POWER DATA FOR EACH MOTOR BEING MONITORED AND LOGGED FOR SIMPLE 4.

WILL THE UPPER VALVES BE ALLOWED TO OPEN BY JOYSTICK-COMMAND.

AND LOWER MITER GATES ARE CONFIRMED COMPLETELY IN RECESS POSITION; ONLY AFTER GATES ARE CONFIRMED IN THESE POSITIONS

INITIALLY MOVE TO CLOSED POSITION AND WAIT AT THIS POSITION UNTIL UPPER LIFT GATES ARE CONFIRMED RESTING ON DOGGING BEAMS

DEMONSTRATE “VALVE-BYPASS”INTERLOCKS: WHEN THE VALVE-BYPASS SELECTOR SWITCH IS ACTUATED, ALL TAINTER VALVES SHOULD 3.

ALLOWED TO OPEN IF UPPER LIFT GATES AND UPPER TAINTER VALVES ARE NOT CONFIRMED TO BE COMPLETELY CLOSED.

DEMONSTRATE THE NORMAL OPERATION INTERLOCKS WITH THE MITER GATES AND TAINTER VALVES; LOWER GATES SHOULD NOT BE 2.

(BOTH) PROVIDED THE MOTORS HAVE NOT ALREADY BEEN STARTED PRIOR TO MOVING JOYSTICK.

AT START OF PROCEDURE, DEMONSTRATE PUMP MOTORS WILL STAGGER-START IF THE JOYSTICK IS MOVED DIRECTLY TO "MOVE GATE" 1.

PROVIDE NEW (2) 1756 REDUNDANCY MODULES WITH LATEST FIRMWARE VERSION

PROVIDE NEW (2) 1756-L73 CPU MODULES WITH NEWER FIRMWARE VERSION

SUBMITTALS.

ALL CONTRACT REQUIREMENTS SHALL BE ANNOTATED ON THE AS-BUILT DRAWINGS- IN THE PLC PROGRAM, AND ELECTRONIC AND HARD-COPY

USEFUL NOMENCLATURE OF EXISTING EQUIPMENT AND SENSOR LOCATIONS. THE WORK INCLUDED IN THESE PERFORMANCE DESCRIPTIONS AND

CALCULATION LINE OF THE PLC PROGRAM FOR EASE OF FUTURE EDITING AND TROUBLE SHOOTING. COORDINATE WITH GOVERNMENT FOR

PLC PROGRAM LOGIC DESCRIPTORS: CONTRACTOR SHALL PROVIDE BRIEF DESCRIPTION AT EACH LOGICAL INPUT LINE, OUTPUT LINE, AND 9.

BASELINE TRENDING OF OIL CONDITION OVER LONG PERIODS OF TIME.

OIL-PARTICLE-MONITOR READINGS AND WATER-CONTENT-MONITOR READINGS FOR LANDWALL HPU AND I-WALL HPU EACH, ONCE DAILY FOR

EQUIPMENT POSITION OR HYDRAULIC STATUS. ONE EXCEPTION TO EVENT-TRIGGERED DATA LOGGING, THE SYSTEM SHALL RECORD

ACTUATED. EXAMPLES OF “EVENT (TRIGGERED) LOGGING” INCLUDE DURING LOCK OPERATION, OR WHEN THE PLC MONITORS A CHANGE IN

TRIGGERED. EXCEPT WHERE OTHERWISE NOTED, DO NOT RECORD DATA WHEN NO EQUIPMENT IS BEING MOVED AND NO ALARMS HAVE

COMMISSIONING AND TROUBLE-SHOOTING PROCEDURES. UNLESS OTHERWISE NOTED OR COORDINATED, LOGGED DATA SHALL BE EVENT

GRAPHING WITH THE X-AXIS AS TIME, AND THE ABILITY TO OVERLAY (TURN ON AND OFF) THE DIFFERENT RECORDED SENSOR INPUTS, FOR EASE IN

JOYSTICK OPERATORS, WITH COMMAND “NAME”(i.e. OPEN BOTH LMG NORMAL), SHALL BE LOGGED WITH TIME-STAMPS AND PREPARED FOR

(CALCULATED), PRESSURE, FLOW RATE MEASUREMENTS, AND ALL MANUAL INPUTS, INCLUDING BUT NOT LIMITED TO, ALL PUSHBUTTONS, EQUIPMENT OPERATIONS AND MANUAL-INPUT DATA-LOGGING INCLUDING BUT NOT LIMITED TO: ALL HYDRAULIC EQUIPMENT POSITION, SPEED 8.

SCREENS AND MUST BE INITIATED NO LESS THAN 20 CALENDAR DAYS PRIOR TO THE END OF CLOSURE PERIOD.

(PRE-FINAL, BEFORE PLC COMMISSIONING) WILL BE USED TO SUCCESSFULLY DEMONSTRATE ALL FEATURES AND FUNCTIONS OF THE HMI

ON THE NEW PANELVIEW SCREENS AT ALL NEW PANELVIEW LOCATIONS, INCLUDING PROXIMITY PERMISSIONS HIGHERARCHY. MEETING NO.3

INITIATED WITHIN 30 DAYS OF THE FIRST MEETING. ALL LAPTOP-SCREENS SHOULD BE NEARLY COMPLETELY DUPLICATED AND 65% FUNCTIONAL

PROXIMITY PERMISSIONS AND SETTINGS/ADJUSTMENT SCREEN(S). MEETING NO.2 (DRAFT HMI) IS TO REVIEW MID-WAY PROGRESS, TO BE

LAPTOP SCREENS AND DISCUSS DUPLICATION TO THE NEW PANELVIEW SCREENS, AND ANY MINOR AMENDMENTS AND ADDITIONS INCLUDING FOB

NOTE 8 BELOW). CONTRACTOR MUST DETERMINE AGENDA AND ASSUME 4HRS EACH MEETING. MEETING NO.1 (INITIAL HMI) IS TO REVIEW EXISTING

CONDUCTED IN PERSON IN THE LOCKHOUSE, WITH THE GOVERNMENT TO ASSURE FINAL HMI SCREENS MEET GOVERNMENT NEEDS (SEE ALSO

CLEAREST INTENT FOR PLC HMI AND PROGRAM OPERATION. CONTRACTOR MUST COORDINATE AND SCHEDULE NOT LESS THAN (3) MEETINGS

HMI SCREENS: THE GOVERNMENT WISHES TO KEEP AN OPEN DIALOG AS NECESSARY WITH THE CONTRACTOR TO ASSIST IN PROVIDING THE 7.

DESCRIBING REQUIRED ORDER OF OPERATIONS.

INCLUDED 2006 AS-BUILD DRAWINGS IS REPRESENTED DIAGRAMMATICALLY, DESCRIPTIVELY, USING ELEMENTARY DIAGRAMS, FLOW CHARTS, AND

SEE ATTACHMENT TO SPECIFICATIONS SECTION 40 60 00 FOR ANALOG /DIGITAL OR DISCRETE INPUT AND OUTPUT LISTINGS. THE PLC LOGIC IN THE 6.

TO +110 PERCENT, WHERE 0 TO 100 PERCENT IS THE NORMAL MITER GATE OR TAINTER VALVE OPERATING LIMITS.

THE CONTROL PANEL PERCENT-OPEN DISPLAYS SHALL BE PROGRAMMED TO OPERATE UNDER NORMAL OPERATING CONDITIONS TO DISPLAY -10 5.

"STAND ALONE" FUNCTIONAL WITHOUT THE LAPTOP CONNECTED.

PLUGGED IN WHEN LAPTOP COMPUTER IS PLUGGED IN ANYWHERE ACCEPT WHEN IT IS PLUGGED IN AT THE LWCS. THE PLC SYSTEM SHALL BE

LAPTOP. PROGRAM SHALL CONTAIN REQUIRED PROGRAMMING TO DISPLAY INVIEW MESSAGE INDICATING THE LOCATION THAT LAPTOP IS

EACH PLC RACK LOCATION SHALL CONTAIN A RJ45 STYLE NETWORK ACCESS CONTROLNET AND/OR ETHERNET PORT FOR CONNECTION TO THE 4.

GENERAL ALARM DISPLAY MESSAGES, AND PROGRAMMING REQUIREMENTS.

(SILENCE) AFTER 5 MINUTES IF THEY HAD NOT ALREADY BEEN SILENCED BY ACTIVATING THE "PUSH-TO-SILENCE" BUTTON. SEE SHEETS FOR

OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS HEREIN. UNLESS OTHERWISE NOTED, AUDIBLE ALARMS SHALL AUTOMATICALLY TIME-OUT

AND THE DISPLAY MESSAGE SHALL AUTOMATICALLY "TIME-OUT" AFTER 2 MINUTES, UNLESS EITHER THE ALARM CONDITION STILL REMAINS, OR IF

THE COMPRESSOR BUILDING, SHALL HAVE A "PUSH TO SILENCE" BUTTON THAT WILL SILENCE THE ALARM LOCATED AT EACH OF THE DISPLAYS, ALL "DISPLAY MESSAGES" THAT ARE TO BE SCROLLED ON THE MESSAGE DISPLAYS ON EACH OF THE CONTROL STANDS, THE LOCKHOUSE, AND 3.

INCLUDED SET OF AS-BUILT REFERENCE DRAWINGS FOR MORE INFORMATION.

INDICATE PLC INTERNAL CONTACTS OR FIELD STATE DATA (i.e. ON, OFF, POSITION, PRESSURE, ETC.), ONLY IN LADDER LOGIC FORMAT. SEE

ELEMENTARY WIRING DIAGRAMS INDICATE LADDER LOGIC AND CAN BE FOUND ON SHEETS IN PLC SET. DEVICES SHOWN ON THESE SHEETS 2.

BASIS POC IS VAN METER INDUSTRIAL, INC.

THE PLC PROGRAMMING CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE AND OPERATIONAL SYSTEM AS INDICATED HEREIN. DESIGN 1.

DRAWINGS AND SPECIFICATIONS.

NEW OIL-PARTICLE MONITOR SENSOR AT EACH HYDRAULIC POWER UNIT (HPU). SEE ALSO GENERAL NOTES THIS SHEET AND MECHANICAL

17 OIL-PARTICLE MONITOR: PROVIDE PROGRAMMING, WIRING, RACEWAY, AND INPUT MODULE AS-REQUIRED FOR FUNCTIONAL OPERATION OF EACH https://www.powerpartspro.com/hydraulics/hydraulic-pumps/rexroth?start=243200 COORDINATE ACTUAL PART NUMBERS WITH CYLINDER MANUFACTURER.

CYLINDER. (3) PART NUMBERS: R905031324, R900012472 RING SEAL, R987174515 SUBCONN CONNECTOR.

16. PROVIDE NEW WET-MATABLE MULTI-PIN PLUG WITH…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 29, 2021.