Oologah21GR_plans_forconstruction_28JUN.pdf

PDF 3 MB Posted Jul 22, 2021

Attached to: W912BV21R0036-Solicitation- Sluice Gate & Butterfly Valve Repair at Oologah Lake, OK
Solicitation number: W912BV21R0036
Issued by: Department of the Army Corps of Engineers Engineering District Tulsa

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for a sluice gate and butterfly valve repair project at Oologah Lake in Oklahoma. The selected contractor will be required to inspect and repair the butterfly valve, repack the knife valve stem, blast and paint gate valves and piping systems, inspect and repair the service gate dogging device, and rehabilitate the service gate. Rehabilitation includes removing and reinstalling seals and roller assemblies, blasting, painting, installing protective sheeting and new weight ballasts, and adjusting seals to prevent leakage. The contractor must also develop diving and crane operation plans, install a bulkhead, and perform leakage tests. There are options to similarly rehabilitate additional service gates. The solicitation was issued by the Tulsa District of the US Army Corps of Engineers. The response is due date is not provided, though the drawings are dated July 2021.

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Other files

File	Type	Posted
W912BV21R0036-AM03.pdf	PDF	Aug 24, 2021
W912BV21R0036 A0002.pdf	PDF	Aug 18, 2021
Oologah Gate Tower Lead-Based Paint Equipment Survey Sampling Results Aug 2021.pdf	PDF	Aug 18, 2021
AS-BUILT PACKAGE.pdf	PDF	Aug 10, 2021
Amendment 1-RTA Oologah Gate Valve 7.1.21.pdf	PDF	Aug 10, 2021
oologah21Bulkhead_PLANS_2AUG_FINAL.pdf	PDF	Aug 10, 2021
Site Visit Sign in Sheet.pdf	PDF	Aug 3, 2021
Oologah Service Bridge_Crane Placement Example.pdf	PDF	Jul 23, 2021
RTA Oologah Gate Valve 7.1.21.pdf	PDF	Jul 22, 2021

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D E of Engineers ® US Army Corps

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SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE

DRAWINGS IN THE SET AS INDEXED. THE INITIALS OR SIGNATURES AND REGISTRATION

SIGNATURES AFFIXED INDICATE OFFICIAL RECOMMENDATIONS AND APPROVAL OF ALL

THIS PROJECT WAS DESIGNED BY THE TULSA DISTRICT ARMY CORPS OF ENGINEERS.

HERE

SEAL

AFFIX

CHIEF, ENGINEERING BRANCH

SHAWN PAINTER, P.E.

REVIEWED BY:

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CHIEF, ENGINEERING & CONSTRUCTION DIVISION

KATHRYN A. WHITE, P.E.

APPROVED BY:

®of Engineers

US Army Corps of Engineers

US Army Corps

Solicitation: W912BV-XX-X-XXXX

Contract: W912BV-XX-X-XXXX

8 JULY 2021

ARKANSAS RIVER WATERSHED

OOLOGAH DAM

BUTTERFLY VALVE REPAIR

OOLOGAH SLUICE GATE AND

ROGERS COUNTY, OKLAHOMA

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FOR CONSTRUCTION

GATES AT ALL TIMES.

FOR GOVERNMENT ACCESS TO SERVICE

SERVICE BRIDGE. CONTRACTOR TO ALLOW

CONTRACTOR PARKING PERMITTED ON

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AS-BUILT DRAWING PACKAGEATTACHMENT

PHOTO REFERENCE SHEET 2 OF 2R-002

PHOTO REFERENCE SHEET 1 OF 2R-001

S-202 SERVICE GATE REHABILITATION

SUPPORT SYSTEM REHABILITATION

GATE VALVES, PIPING SYSTEM, AND PIPING S-201

SHEET INDEX, AND PROJECT NOTES

VICINITY MAP, LAKE MAP, PROJECT SITE MAP, G-002

COVER SHEETG-001

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G-002

ALL ASSOCIATED PIPING SYSTEM AND SUPPORTS:

PAINT REHAB NOTES FOR BUTTERFLY VALVE, KNIFE VALVE, AND

6. SUBMIT PRODUCT DATA FOR GOVERNMENT APPROVAL.

5. USE FASTENERS PER MANUFACTURER'S RECOMMENDATIONS.

FABRICATION OF PE-UHMW.

CORNERS OF PE-UHMW INSERTS TO AVOID FILLET WELDS. SUBMIT SHOP DRAWINGS PRIOR TO

4. ALL CORNERS SHALL HAVE SMOOTH TRANSITIONS; AVOID USE OF SHARP CORNERS. CHAMFER

3. USE A DOVETAIL JOINT BETWEEN TOP AND BOTTOM PROTECTIVE SHEETS.

2. PE-UHMW SHALL BE 100% BLACK VIRGIN MATERIAL.

DIVERSION CAP SHALL BE IN ACCORDANCE WITH CONTRACT SPECIFICATIONS.

1. ULTRA-HIGH MOLECULAR WEIGHT POLYETHYLENE (PE-UHMW) PROTECTIVE SHEETS AND

PE-UHMW NOTES:

7. ADDITIONAL CONTRACTOR PARKING SHALL BE COORDINATED WITH COR.

THAN ONE SERVICE GATE MAY BE OUT OF SERVICE AT A TIME.

6. SERVICE GATE REHABILITATION WILL CONSIST OF FOUR SERVICE GATES; HOWEVER, NO MORE

SERVICE GATE. THIS MUST BE COORDINATED WITH THE COR.

5. GOVERNMENT WILL PERFORM ALL GANTRY CRANE OPERATIONS TO ALLOW FOR LIFTING OF THE

ASSOCIATED EQUIPMENT NECESSARY TO PERFORM THE WORK.

TROLLEY HOIST EVALUATION CONTRACTOR HAS THE OPTION TO PROVIDE A CRANE AND ALL

CONTRACTOR PERFORMS EVALUATION WITH QUALIFIED INSPECTORS OF THE CRANE. IN LIEU OF

4. OVERHEAD TROLLEY HOIST LOCATED ABOVE GATE VALVES SHALL NOT BE USED UNLESS

EM 385-1-1.

A "DIVE OPERATIONS PLAN" AND "DIVE PERSONNEL QUALIFICATIONS" IN ACCORDANCE WITH

WORK PLAN IN ACCORDANCE WITH CONTRACT SPECIFICATIONS. THE WORK PLAN SHALL INCLUDE

THROUGHOUT ENTIRE OPERATIONS. CONTRACTOR SHALL SUBMIT A CRANE PLACEMENT AND A

IN PLACE. CONTRACTOR MUST PROVIDE TEMPORARY MEANS TO KEEP BULKHEAD IN PLACE

COMMENCEMENT ON GATE VALVES. WORK WILL REQUIRE QUALIFIED DIVERS TO SET BULKHEAD

3. CONTRACTOR SHALL INSTALL BULKHEAD AT LOW FLOW SLUICE INTAKE PRIOR TO WORK

2. SUBMIT ALL PRODUCT DATA AND SHOP DRAWINGS FOR GOVERNMENT APPROVAL.

PRIOR TO WORK COMMENCEMENT. SEE SHEETS R-001 & R-002 FOR EXISTING CONDITION PHOTOS.

1. THE AS-BUILT DRAWINGS SHALL BE USED AS REFERENCE ONLY. FIELD VERIFY ALL DIMENSIONS

GENERAL NOTES:

PRESENCE OF GOVERNMENT.

SPECIFICATIONS FOR FUNCTIONALITY TEST. LEAKAGE TEST SHALL BE PERFORMED IN THE

TEST AND ENSURE LEAKAGE REQUIREMENTS ARE MET IN ACCORDANCE WITH CONTRACT

SCREWS ON THE BOTTOM SEAL TO ENSURE TIGHT SEAL. CONTRACTOR SHALL PERFORM LEAKAGE

6. ALL SERVICE GATES EXPERIENCE WATER LEAKAGE. CONTRACTOR SHALL ADJUST THE ADJUSTING

SHEET.

ACCORDANCE WITH CONTRACT SPECIFICATIONS. SEE ADDITIONAL NOTES FOR PE-UHMW THIS

(PE-UHMW) PROTECTIVE SHEETS AND DIVERSION CAP AS SHOWN SHEET S-202 AND IN

5. AFTER SERVICE GATE PAINTING, INSTALL ULTRA-HIGH MOLECULAR WEIGHT POLYETHYLENE

THE FILLET WELDS SHALL BE 100% MAGNETIC PARTICLE INSPECTION.

MEMBERS THAT ARE BEING WELDED TO WEIGHT BALLASTS ARE FRACTURE CRITICAL MEMBERS.

4. WELDING SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE AWS D1.5. THE

LOCATION OF WEIGHT BALLASTS WILL BLOCK THE DRAIN HOLES.

WEIGHT BALLASTS AS NEEDED. PRIOR TO PLACEMENT CONSULT WITH GOVERNMENT IF NEW

3. PERFORM A HANGING TEST UNTIL THE SERVICE GATE IS PLUMB. ADJUST DIMENSION OF THE

WEIGHT BALLASTS SHALL BE PAINTED AFTER ASSEMBLY.

BALLASTS ON MORE THAN TWO GIRDERS. THE BALLAST MATERIAL SHALL BE ASTM 709 GRADE 36.

SHOWN ON SHEET S-202. APPROVAL FROM THE GOVERNMENT IS REQUIRED FOR ADDING WEIGHT

2. REMOVE EXISTING WEIGHT BALLASTS. ADD NEW WEIGHT BALLASTS ON THE TWO GIRDERS AS

DETERMINE REPAIR PROCEDURE.

GOVERNMENT EVALUATION. GOVERNMENT WILL EVALUATE THE INSPECTION FINDINGS AND

INSPECTOR. CONTRACTOR SHALL SUBMIT A "DOGGING DEVICE INSPECTION REPORT" FOR

SERVICE GATE. THE INSPECTION SHALL BE PERFORMED JOINTLY WITH A GOVERNMENT

INSPECTION OF THE ALIGNMENT AND BINDING ABNORMALITIES THAT OCCUR WHEN LOWERING THE

SPECIFICATION 01 11 00.THE INITIAL QA INSPECTION SHALL INCLUDE AT A MINIMUM THE

QA INSPECTION AND A FINAL INSPECTION ON THE DOGGING DEVICE AS SPECIFIED IN

REPAIR ON THE DOGGING DEVICE PRIOR TO PAINTING. CONTRACTOR SHALL PERFORM AN INITIAL

1. SERVICE GATE LOCATED IN BAY #4 REQUIRES ADDITIONAL DISASSEMBLY, INSPECTION, AND

SERVICE GATE REHAB AND NOTES:

PIPING SYSTEM, AND PIPING SUPPORT, SHALL BE BLASTED AND PAINTED.

2. ALL PARTS OF THE GATE VALVES, TO INCLUDE THE KNIFE VALVE, BUTTERFLY VALVE, ASSOCIATED

S-201 FOR ADDITIONAL INFORMATION.

PAINT USING 5-E-Z IN ACCORDANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS. SEE SHEET

1. PERFORM BLASTING SURFACE PREPARATION IN ACCORDANCE WITH CONTRACT SPECIFICATIONS.

SHEET INDEX:

SHEET DESCRIPTIONSHEET ID

THE KNIFE VALVE STEM AND EVALUATE SYSTEM LEAKAGE AFTER REPACKING.

4. EXISTING KNIFE VALVE STEM IS KNOWN TO LEAK. CONTRACTOR SHALL PERFORM REPACKING ON

ACCORDING TO THE SPECIFICATION SECTION 09 97 02.

REPORT FINDINGS. AFTER THE BUTTERFLY VALVE REPAIRS ARE PREFORMED, BLAST AND PAINT

3. GOVERNMENT WILL EVALUATE AND DETERMINE REPAIR PROCEDURE BASED ON THE INSPECTION

SHALL BE PERFORMED JOINTLY WITH A GOVERNMENT INSPECTOR.

"BUTTERFLY VALVE INSPECTION REPORT" FOR GOVERNMENT EVALUATION. THE INSPECTION

BUTTERFLY VALVE AS SPECIFIED IN SPECIFICATION 01 11 00. CONTRACTOR SHALL SUBMIT A

2. CONTRACTOR SHALL PERFORM AN INITIAL QA INSPECTION AND A FINAL INSPECTION ON THE

B. INCREASING AMOUNT OF BYPASS WATER AT 0% OPEN FLOW (CLOSED)

30 - 60% OPEN FLOW AND 0% OPEN FLOW (CLOSED)

A. BUTTERFLY VALVE VIBRATIONS AND CHATTERING OCCURS WHEN VALVE IS

CHATTERING. ADDITIONAL OBSERVATIONS INCLUDE THE FOLLOWING:

THE EXISTING BUTTERFLY VALVE HAS SHOWN EVIDENCE OF LEAKAGE, VIBRATIONS, AND

1. CONTRACTOR SHALL PERFORM AN INSPECTION ON THE BUTTERFLY VALVE PRIOR TO PAINTING.

BUTTERFLY VALVE AND KNIFE VALVE REHAB NOTES:

PAINT REHAB NOTES FOR SERVICE GATES:

FASTENERS IN KIND WITH NEW HARDWARE. REUSE OF EXISTING HARDWARE IS NOT PERMITTED.

6. REASSEMBLE THE SERVICE GATES SEALS AND ROLLER ASSEMBLY. REPLACE ALL OF THE

AFTER INSTALLATION.

SNUG TIGHT CONDITION. CARBON BOLTS SHALL BE PAINTED WITH 5-E-Z COATING SYSTEM

CONTRACTORS SHALL TORQUE EACH FLUOROPOLYMER FASTENER WITH HAND WRENCH TO

5. COAT STAINLESS FASTENERS' SURFACE WITH FLUOROPOLYMER PRIOR TO INSTALLATION.

4. SHARP EDGES DUE TO CORROSION SHALL BE GROUND TO 1/16" RADIUS PRIOR TO PAINTING.

SECTION 09 97 03 SUBSECTION 3.1.3 "INTERFACE BETWEEN EXISTING AND NEW PAINT".

3. FEATHER NEW PAINT INTO EXISTING PAINT IN ACCORDANCE WITH SPECIFICATION

SHALL NOT USE METALLIC BLASTING MEDIA.

SPECIFICATIONS. SEE SHEET S-202 FOR IDENTIFIED MEMBERS TO BE PAINTED. CONTRACTORS

PAINT IDENTIFIED MEMBERS USING 5-E-Z IN ACCORDANCE WITH THIS SHEET AND CONTRACT

2. PERFORM BLASTING SURFACE PREPARATION IN ACCORDANCE WITH CONTRACT SPECIFICATIONS.

1. REMOVE SERVICE GATE ROLLER ASSEMBLIES, TOP SEALS, AND SIDE SEALS PRIOR TO BLASTING.

VICINITY MAP

SCALE: N.T.S.

LAKE MAP

SCALE: N.T.S.

PROJECT SITE MAP

SCALE: N.T.S.

ON SHEET G-002.

SEE GENERAL NOTE #4

OVERHEAD TROLLEY HOIST,

SEE NOTE #3 THIS SHEET.

EXTENT OF PAINT WORK FOR GATE VALVES,

KNIFE VALVE AND STEM

BUTTERFLY VALVE

KNIFE VALVE AND STEM

BUTTERFLY VALVE

SEE NOTE #4 THIS SHEET.

INTAKE SCREEN,

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5. INSTALL BULKHEAD PRIOR TO WORK COMMENCEMENT ON GATE VALVES.

SHALL NOT BE PAINTED.

4. SEE SPECIFICATION 05 59 20 FOR FASTENER SPECIFICATIONS. FASTENERS

PAINT SPECIFICATIONS.

AND BELOW GRATING PLATFORM. SEE SPECIFICATION 09 97 02 FOR

ALL ASSOCIATED, EXPOSED PIPING SYSTEMS AND SUPPORTS ABOVE

3. PAINT WORK SHALL INCLUDE THE BUTTERFLY VALVE, KNIFE VALVE, AND

PERFORM INSPECTION PRIOR TO PAINTING.

2. SEE SHEET G-002 FOR ADDITIONAL REHAB AND PAINTING NOTES.

DIMENSIONS.

CONDITIONS. FIELD VERIFY EXISTING CONDITIONS AND

1. GATE VALVES SHOWN IN AS-BUILT MAY NOT MATCH EXISTING FIELD

GATE VALVES - AS BUILT

SCALE: N.T.S.

SHEET NOTES:

EXISTING PIPING SUPPORT SYSTEM

SCALE: N.T.S.

PLATES

(E) 5/8" STIFF

(E) 2" PLATE LIFTING LUG

'-4

'-0

'- 1

PLATE

" SKIN 8

(E)

TYP.

(E) W24 x 131, PLATE, TYP.

(E) 1" DIAPHRAGM

1'-0"

(E) TOP SEAL

11" 11" 11" "4

9'-6"

'-6

'-9

" **8

PLATES

(E) 5/8" STIFF

4'-6" 1'-0" 4'-6"

1" 1 1/4" x 1'-9" x 9'-6"

SHEET =

TOP PROTECTIVE

1 1/4" x 2'-6 3/8" x 9'-6"

SHEET =

BOTTOM PROTECTIVE

DIVERSION CAP

± W1

FOR HANG TEST

ADJUST DIMENSION

10'-9

" **4

(E) TOP SEAL FILL PLATE

WEIGHT BALLAST

PE-UHMW

"±8

W24 x 131

ADHESIVE.

AND THREADLOCKER

WITH OVERSIZED WASHER

12" C.C. MAX SPA. INSTALL

WITH PE-UHMW, TYP.,

COUNTERBORE, FLUSH

3/4" DIA. SCREW

TOGETHER

DOVETAIL TWO SHEETS

SHEET

TOP PROTECTIVE

SHEET

BOTTOM PROTECTIVE

10'-4" - W24 x 131

TYP.

AS NEEDED,

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4'-6"

11" "4

611"11"

(E) 5/8" PLATE

'-6

5 "4

11 "8

ADHESIVE.

THREADLOCKER

WASHER AND

WITH OVERSIZED

12" C.C. MAX SPA. INSTALL

WITH PE-UHMW, TYP.,

COUNTERBORE, FLUSH

3/4" DIA. SCREW

W24 RADIUS

CLIP CORNER TO FIT "8

1""

7 "

1'-10

RECOMMENDATIONS

MANUFACTURER

PIECES PER PLASTIC

INTERLOCKING

2'-3

PIECES

INTERLOCKING

2" 2"12" SPA. MAX.

3/4" DIA. SCREW CSK,

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FLOW

START PAINT REHAB

REHAB

END PAINT

1/4

TYP.

PROTECTIVE SHEET THICKNESS.

PLATES TO ENSURE APPROPRIATE

TOP PLATES. FIELD MEASURE

1/8 INCH LESS THAN THE EXISTING

** PROTECTIVE SHEETS SHALL BE

1/8" LESS THE TOP SEAL PLATES.

NOTE: PROTECTIVE SHEETS SHALL BE

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S-202 DO NOT PAINT THE ROLLER ASSEMBLY (LINK, PIN, AND ROLLER), RUBBER SEAL MATERIALS, BRASS BOLTS, AND FLUOROPOLYMER COATED FASTNERS. REMOVE ALL OBSTRUCTIONS TO PAINTING GATES.

2. PAINT WORK SHALL START WHERE DENOTED "START OF PAINT REHAB AT TOP OF PLATE LIFTING LUG. PAINT WORK SHALL END WHERE DENOTED "END PAINT REHAB" AT THE W3 MEMBER.

1. NOT ALL GATE FEATURES ARE SHOWN. SEE AS-BUILT DRAWINGS. SEE SHEET G-002 FOR ADDITIONAL NOTES.

NOTE:

SERVICE GATE SECTION A5

SCALE: 3/4" = 1'-0"S-202

DOWNSTREAM ELEVATION

SERVICE GATE

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

F7 NEW BALLAST POSITION

SCALE: 1" = 1'-0"S-202

A7 PROTECTIVE SHEETS DETAILS

SCALE: 1 1/2" = 1'-0"S-202

C7 DIVERSION CAP DETAILS

SCALE: 1 1/2" = 1'-0"S-202

E7 DIVERSION CAP SECTION

SCALE: 1 1/2" = 1'-0"S-202

REQUIREMENTS AND WORKABILITY.

NOTE: WEIGHT BALLAST SHALL BE SIZED AND SPACED AS APPROPRIATE FOR GATE HANGING

S-202

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O O

L O

G A

H S

L U

G A

T E

A N

O O

L O

G A

H D

A M

2 3 4 5 6 7 8 9 10

J F

E N

G P

J F

E N

G P

M .H

A R

V E

J O

E L

A R

G E

J U

N E

X X

-X X

-X -X

X X

-X X

-X -X

X X

-X X

X -X

X X

X -X

X X

-X X

X .D

G N

/D W

R-002

P H

O T

O R

E F

E R

E N

C E

S H

E E

O F

Oologah21GR_G001_COVER

Oologah21GR_G002_INDEX

Oologah21GR_S201

Oologah21GR_S202

Oologah21GR_R001

Oologah21GR_R002

	2021-07-06T15:20:14-0500
PAINTER.SHAWN.M.1275411180

	2021-07-09T08:04:23-0500
WHITE.KATHRYN.A.1392764433

File details come from the government source that posted it. Updated Jul 22, 2021.