R0001.pdf

USA ENGINEER DISTRICT, SEATTLE

MONIQUE PAANO

PH: 206-764-6084 FAX: 206-764-6817

MONIQUE.A.PAANO@USACE.ARMY.MIL

SEATTLE WA

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

W912DW19R0004 R0001

HAHD Spillw ay Gates, Ravensdale, WA

See continuation page.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 11-Mar-2019

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912DW19R0004

X 9B. DATED (SEE ITEM 11)

13-Feb-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

11-Mar-2019

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE W912DW

FACILITY CODECODE

EMAIL:TEL:

W912DW19R0004

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

(End of Summary of Changes)

The following items are applicable to this modification:

R0001

1. This amendment one (0001) provides for the following changes:

a. Revision to the following spec sections:

35 05 40.17 Submittal Register

b. Revision to the following drawings:

E-500 E-601

2. The proposal submittal time and date of 15 Mar 2019 at 1:00:00 p.m. LOCAL TIME remains the same.

3. The attached revised sections are to be replaced in their entirety. Specifications changes are generally identified, for convenience, either by strikeout for deletions, and double underlining of text for additions or a single dark line in the margin. All portions of the revised sections shall apply whether or not changes have been indicated.

4. NOTICE TO OFFERORS: Offerors must acknowledge receipt of this amendment by number and date on offer.

Encl:

35 05 40.17 (revised) Submittal Register (revised) E-500 (revised) E-601 (revised)

FY18 HAHD Spillway Gates 17001 Howard A Hanson Dam, WA W912DW19R0004

SECTION TABLE OF CONTENTS

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

SECTION 35 05 40.17

SELF-LUBRICATING MATERIALS - FABRICATION, HANDLING, AND ASSEMBLY

04/17

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 SUBMITTALS

1.4 DETAIL DRAWINGS

1.5 HANDLING

1.6 MODIFYING HUB AND YOKE AND INSTALLATION PLAN

PART 2 PRODUCTS

2.1 GENERAL SELF-LUBRICATED MATERIAL REQUIREMENTS

2.1.1 Fabric Reinforced Polymer Self-Lubricated Materials

2.2 FAILURE CRITICAL BEARINGS (FCB)

2.2.1 FCB Material Qualifications

2.2.2 Qualified FCB Material

2.3 SELF-LUBRICATED MATERIAL MATING RUNNING SURFACES

2.4 Seals

2.4.1 Static Seals

2.4.2 Dynamic Seals

2.4.3 Rubber J-Seals

2.4.3.1 General

2.4.3.2 Surface Seal

2.5 TRUNNION BEARING SYSTEM

2.6 GATE CONNECTION SELF LUBRICATED COMPONENTS

PART 3 EXECUTION

3.1 BEARING FABRICATION

3.2 ALIGNMENT REQUIREMENTS

3.3 BEARING ASSEMBLY AND INSTALLATION PLAN

3.4 INTERFERENCE FITTING OF SELF-LUBRICATED MATERIALS

3.4.1 Preparation of Interference Fit Surfaces

3.4.2 Press-Fitting

3.4.3 Shrink-Fitting

3.5 VERIFYING DIMENSIONS AFTER ASSEMBLY

3.6 FIELD MACHINING

3.7 ASSEMBLY OF MATING COMPONENTS

3.7.1 Cleaning

3.7.2 Seal Installation

3.7.3 Final Installation

3.7.4 J-Seal Installation

3.8 OPERATION AND MAINTENANCE MANUALS

-- End of Section Table of Contents --

SECTION 35 05 40.17 Page 1

SECTION 35 05 40.17

SELF-LUBRICATING MATERIALS - FABRICATION, HANDLING, AND ASSEMBLY

04/17

PART 1 GENERAL

1.1 SUMMARY

This section specifies fabrication, handling, machining, cleaning, and installation requirements for self-lubricating materials and associated running and mating surfaces.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM D149 (2009; R 2013) Dielectric Breakdown Voltage and Dielectric Strength of Solid Electrical Insulating Materials at Commercial Power Frequencies

ASTM D2240 (2015) Standard Test Method for Rubber Property - Durometer Hardness

ASTM D3846 (2008) Standard Test Method for In-Plane Shear Strength of Reinforced Plastics

ASTM D395 (2014) Standard Test Methods for Rubber Property - Compression Set

ASTM D412 (2015a) Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension

ASTM D471 (2015a) Standard Test Method for Rubber Property - Effect of Liquids

ASTM D4745 (2014) Standard Specification for Filled Compounds of Polytetrafluoroethylene (PTFE) Molding and Extrusion Materials

ASTM D570 (1998; E 2010; R 2010) Standard Test Method for Water Absorption of Plastics

ASTM D572 (2004; R 2010) Rubber Deterioration by Heat and Oxygen

ASTM D695 (2010) Standard Test Method for Compressive Properties of Rigid Plastics

ASTM E18 (2016) Standard Test Methods for Rockwell Hardness of Metallic Materials

SECTION 35 05 40.17 Page 2 R0001

G3ENDRDN

Rectangle

G3ENDRDN

Rectangle

G3ENDRDN

Rectangle

U.S. ARMY CORPS OF ENGINEERS (USACE)

CERL TR 99/104 (1999) Greaseless Bushings for Hydropower Applications: Program, Testing, and Results

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Bearing Assembly and Installation Plan; G,DO

Modifying Hub and Yoke and Installation Plan; G,DO

SD-02 Shop Drawings

Detail Drawings; G,DO

SD-03 Product Data

Self-Lubricating Material Product Data; G,DO

Rubber J-Seals; G,DO

SD-06 Test Reports

Post Assembly QC Report

Alignment QC Report

SD-07 Certificates

FCB Material Certifications

Release Agreement; G

Field Machinist Qualifications; G

SD-10 Operation and Maintenance Data

Operation and Maintenance Manuals; G

1.4 DETAIL DRAWINGS

Prepare and sumbit detail drawings for self-lubricating components and other components covered under this specifications. Drawings shall show the complete fibrication, assembly, and installation details of components.

Drawings shall show detail views, with appropriate tolerances and material callouts for all fabricated parts. Detail drawings shall show full details of self-lubricating components that are fabricated with layers of premium grade self-lubricating material that are not the full thickness of the part.

SECTION 35 05 40.17 Page 3 R0001

1.5 HANDLING

Handle self-lubricating components and their associated running surfaces in a manner that does not cause damage or affect the surface finish of the components. Perform lifting, and maneuvering of self-lubricating components and their running surfaces with fabric straps or other non-marring rigging. Do not allow self-lubricating materials and their mating surfaces to come into direct contact with chains, shackles, hooks, or wire ropes. Damage to self-lubricating components or their mating surfaces including scratches, nicks, chips, or marring is grounds for rejection of the components.

1.6 MODIFYING HUB AND YOKE AND INSTALLATION PLAN

Submit a Modifying Hub and Yoke and Installation Plan. The plan shall include step-by-step procedures to remove the existing bushings, machine the hubs and yokes, and assembly of components. Include details for continously measuring and monitoring alignment while machining. The plan shall be prepared and stamped by a registered professional engineer and also signed by the field machinist operating the field boring/milling machine.

PART 2 PRODUCTS

2.1 GENERAL SELF-LUBRICATED MATERIAL REQUIREMENTS

Self-lubricating materials must meet the following requirements:

a. Thermoset polymer approved for use in submerged and marine environments by the material manufacturer.

b. Surfaces of the self-lubricating materials that come into contact with bearing running surfaces must have a minimum dielectric strength of 50V/mm as tested in accordance with ASTM D149.

c. Have a water absorption of less than 0.1 percent increase in weight for long term immersion as tested in accordance with ASTM D570.

d. Have an operating range of minus 30 to 200 degrees F.

Submit manufacturer's Self-Lubricating Material Product Data.

2.1.1 Fabric Reinforced Polymer Self-Lubricated Materials

In addition to the general self-lubricating material requirements above, fabric reinforced polymer self-lubricating materials must have the following features and properties:

a. Base materials must be isopthalic polyester, orthophthalic polyester, vinylester, or epoxy resin.

b. Polyester reinforcement, or a combination of polyester and polytetrafluoroethylene (PTFE) sheet fabric or fiber strand.

c. Fabric reinforced polymers rated by the self-lubricating material manufacturer for a minimum dynamic bearing pressure of 10,000 psi applied in a direction perpendicular to the fabric layers.

SECTION 35 05 40.17 Page 4

d. Fabric reinforced polymers must have a minimum compressive yield strength of 15,000 psi as tested in accordance with ASTM D695 with the load applied perpendicular to the fabric layers.

e. Fabric reinforced polymers must have a minimum in-plane shear strength of 10,000 psi as tested in accordance with ASTM D3846.

2.2 FAILURE CRITICAL BEARINGS (FCB)

Failure critical bearings are bearing or bushing applications where failure could potentially result in damage to critical systems or, applications where repair or replacement of a failed bearing or bushings would result in a loss of service or operation of a critical system. The designation FCB means failure critical bearing. FCBs are determined by the Government and are identified on the Contract drawings or in the Contract specifications.

The following are FCB components:

a. Trunnion bushings

b. Trunnion thrust washers

2.2.1 FCB Material Qualifications

The following is required for a material to be considered acceptable for FCB applications:

a. The material must meet the self-lubricating material requirements above.

b. The material must have been tested by the procedure defined in

CERL TR 99/104.

c. The material must receive a performance score of 350 or above for both wet and dry testing as evaluated by the USACE Hydro Electric Design Center (HDC) in Portland, Oregon, using the bearing rating system in CERL TR 99/104 Appendix F.

d. The material manufacturer shall submit a signed Release Agreement allowing public distribution of the material's test results.

2.2.2 Qualified FCB Material

The following list of materials meet FCB requirements:

a. CIP Hydro, Columbia Industrial Products, 29538 Airport Rd. Unit A, Eugene, OR 97402. Contact Person: Jessica Leamen, 541-607-3655, jessica@cipcomposites.com

b. TXM-M, ORKOT Engineering Plastics, 901 Phoenix Lake Ave., Streamwook, IL 60107. Contact person: Eric McCorkle, 509-496-3054, eric.w.mccorkle@trelleborg.com

c. D-Glide FT, Drie-D Americas, 25 Elgin St., Grimsby, ONT. Contact Person: Frank Trivieri, 905-309-9558, trivieri@drie-d.com

d. All True Hydro 2069-ATHB, All True Designs, 4660 Main St., Building C, Suite 450, Springfield, OR 97478. Contact Person: Andy Standerfer, 541-357-5263, andys@alltruedesigns.com

SECTION 35 05 40.17 Page 5

e. HPF, Glacier Garlock Bearings, P.O. Box 189, 700 Mid Atlantic Parkway, Thorofare, NJ 08086. Contact: 856-848-3200, usa@ggbearings.com

f. HPM, Glacier Garlock Bearings, P.O. Box 189, 700 Mid Atlantic Parkway, Thorofare, NJ 08086. Contact: 856-848-3200, usa@ggbearings.com

g. Devatex 522, Federal Mogul Corporation, 26555 Northwestern Highway, Southfield, MI 48003. Contact Person: Jim Rober, 248-794-7801, jim.rober@federalmogul.com

Submit FCB Material Certifications from the material manufacturer stating that the chemical formulations, manufacturing processes and overall structure of the materials supplied are identical to those of the bearings that meet the FCB material qualifications above.

2.3 SELF-LUBRICATED MATERIAL MATING RUNNING SURFACES

The surface finish and hardness of the mating component of a self-lubricating material has a large effect on the successful operation of that self-lubricating material. Running surfaces typically need to be fabricated with a Rockwell hardness number between 30 and 40 on the Rockwell C scale (HRC 30 - HRC 40) in accordance with ASTM E18.

Self-lubricating materials in applications with infrequent service typically require no rougher than a 32 micro-inches surface finish.

Surface finishes, typically no rougher than 16 micro-inches are required for application that have frequent service. Verify that the surface finish and hardness requirements specified for self-lubricating material running surfaces are in compliance with the self-lubricating material manufacturer's recommendations. If the indicatedrunning surface requirements are outside of the self-lubricating material manufacturer's recommendations notify the Government by submitting a Request for Information .

2.4 Seals

Provide seals for the trunnion bushing meeting the following requirements.

2.4.1 Static Seals

Static seals must be synthetic ethylene propylene elastomeric o-rings and meeting the following material requirements:

PHYSICAL TEST TEST VALUE TEST METHOD

SPECIFICATION

Durometer Hardness (Shore Type A)

65 to 75 ASTM D2240

Tensile Strength 1450 psi (minimum) ASTM D412

Elongation at Break 150 percent minimum ASTM D412

300 percent Modulus 900 psi (minimum) ASTM D412

2.4.2 Dynamic Seals

Dynamic seals must be molded PTFE with energizing springs fabricated from stainless steel or elastomeric o-rings. PTFE must be carbon filled and

SECTION 35 05 40.17 Page 6 meet the following material requirements:

PHYSICAL TEST TEST VALUE TEST METHOD

SPECIFICATION

Durometer Hardness (Shore Type D)

60 to 70 ASTM D2240

Tensile Strength at Break

3000 psi (minimum) ASTM D4745

Specific Gravity 2.0 minimum ASTM D4745

Elongation at Break 200 percent minimum ASTM D4745

2.4.3 Rubber J-Seals

2.4.3.1 General

Rubber seals shall be fluoro-carbon (Teflon) clad rubber seals of the mold type only, shall be compounded of natural rubber, synthetic polyisoprene, or a blend of both, and shall contain reinforcing carbon black, zinc oxide, accelerators, antioxidants, vulcanizing agents, and plasticizers. Physical characteristics of the seals shall meet the following requirements:

PHYSICAL TEST TEST VALUE TEST METHOD

Tensile Strength 1.38MPa 2,500 psi (min) ASTM D412

Elongation at Break 450 percent (min) ASTM D412

300 percent Modulus 6.21 MPa 900 psi (min) ASTM D412

Durometer Hardness (Shore Type A)

60 to 70 ASTM D2240

Water Absorption* 5 percent by weight (max) ASTM D471

Compression Set 30 percent (max) ASTM D395

Tensile Strength (after aging 48 hours)

80 percent tensile strength (min)

ASTM D572

*The "Water Absorption" test shall be performed with distilled water. The washed specimen shall be blotted dry with filter paper or other absorbent material and suspended by means of small glass rods in the oven at a temperature of 70 degrees C, plus-or-minus two degrees C, for 22 hours, plus-or-minus 1/4 hour. The specimen shall be removed, allowed to cool to room temperature in air, and weighed. The weight shall be recorded to the nearest one mg as W1 (W1 is defined in ASTM D471). The immersion temperature shall be 70 degrees C, plus-or-minus one degree C, and the duration of immersion shall be 166 hours.

2.4.3.2 Surface Seal

Rubber seals shall have a fluoro-carbon film vulcanized and bonded to the sealing surface of the bulb. The film shall be 0.060 inch thick Huntington Abrasion Resistant fluoro-carbon Film No.4508, or equal, and shall have the

SECTION 35 05 40.17 Page 7 R0001 following physical properties:

Tensile Strength 13.8 MPa 2,000 psi (min) Elongation 250 percent (min)

The outside surface of the bonded film shall be flush with the surface of the rubber seal and shall be free of adhering or bonded rubber. Strips and corner seals shall be molded in lengths suitable for obtaining the finish lengths shown on the drawings and with sufficient excess length to provide test specimens for testing the adequacy of the adhesion bond between the film and bulb of the seal. At one end of each strip or corner seal to be tested, the fluoro-carbon film shall be masked during bonding to prevent a bond for a length sufficient to hold the film securely during testing.

2.5 TRUNNION BEARING SYSTEM

Fabricate trunnion bushings and thrust washers from a fabric reinforced polymer self-lubricating material meeting the requirements of a FCB.

Provide trunnion bushings, trunnion thrust washers, and thrust washer wear surfaces to the quantity, material, and dimensions per the drawings.

2.6 GATE CONNECTION SELF LUBRICATED COMPONENTS

Fabricate gate connection bushings as specified in the drawings. The material used to fabricate the components shall have lubricant additives appropriate for the application as recommended by the material manufacturer and as approved by the Government. Provide gate connection bushings to the quantity, material, and dimensions per the drawings.

PART 3 EXECUTION

3.1 BEARING FABRICATION

Fabricate self-lubricating components and their running surfaces from the materials, dimensions/tolerances, and qualities indicated.

3.2 ALIGNMENT REQUIREMENTS

Submit Alignment QC Report showing the results of the field measurements taken to verify the required alignment of installed components.

3.3 BEARING ASSEMBLY AND INSTALLATION PLAN

Submit a Bearing Assembly and Installation Plan showing the proposed method to assemble and install the self-lubricating components. Include pre-assembly fabrication dimensions, a description of the interference fitting procedure, mechanical fastening procedure including installation torques, post-assembly dimensions, installation procedure, seal installation procedure including any methods to temporarily support the seals during assembly, and method to measure and confirm the alignment requirements.

3.4 INTERFERENCE FITTING OF SELF-LUBRICATED MATERIALS

3.4.1 Preparation of Interference Fit Surfaces

Remove coatings from bushing/bearing housing surfaces prior to interference fitting. Remove coatings including paint, galvanizing, and anodizing from the interference fit surfaces prior to assembling the joint. Clean

SECTION 35 05 40.17 Page 8 R0001 interference fit surfaces of the bushing/bearing and housing of oil, grease, cutting fluids, or other substances prior to assembling the interference fit.

3.4.2 Press-Fitting

Do not use hammer blows or other impact type loading to press fit self-lubricating components. Use a method to press fit self-lubricating components that provides a smooth and constant force such as a hydraulic or other style of press. Protect components from damage during the press fitting process.

3.4.3 Shrink-Fitting

Perform shrink fitting by lowering the temperature of the inner component to a point where the outside diameter shrinks adequately to avoid interference with the outside part. Use a method to lower the temperature of self-lubricating materials that is approved by the self-lubricating material manufacturer. Ensure shrink-fit components are fully seated prior to allowing the parts to return to ambient temperature.

3.5 VERIFYING DIMENSIONS AFTER ASSEMBLY

After installation, measure self-lubricating components to verify contract required dimensions are met. If assembly dimensions are not met, machine or hone the self-lubricating materials to achieve the required dimensions.

Perform machining and honing of self-lubricating components in accordance with the self-lubricating material manufacturer's recommendations. Some self-lubricating materials are fabricated with a layer of premium grade material applied only at the running surface of the part. Provide enough premium grade material at running surfaces to allow for post-assembly honing. Submit a Post Assembly QC Report detailing the measured dimensions after assembly and showing compliance with the approved Bearing Assembly and Installation Plan.

3.6 FIELD MACHINING

The existing trunnion hub and yoke shall be machined by personnel having a minimum of 10 years experience field machining. In addition, the machinist shall have used similar line boring equipment to repair tainter gates on a minumun two previous projects. The field machinist shall be capable of reading fabrication drawings, thorough knowledge of measurement techniques and trigonometry. Submit Field Machinist Qualifications.

3.7 ASSEMBLY OF MATING COMPONENTS

3.7.1 Cleaning

Prior to final installation, clean self-lubricating materials and their running surfaces of oil, dirt, and debris using a method recommended by the self-lubricating material manufacturer.

3.7.2 Seal Installation

Install seals in accordance with the approved Bearing Assembly and Installation Plan.

SECTION 35 05 40.17 Page 9

3.7.3 Final Installation

Do not force components together in a manner that causes binding of the running surfaces of the components. Do not use lubricants to assemble self-lubricating components unless otherwise specified.

3.7.4 J-Seal Installation

Install seals with bulb compression as indicated with ability to make additional adjustments of less or more compression.

3.8 OPERATION AND MAINTENANCE MANUALS

In addition to the requirements of Section 01 78 00 CLOSEOUT SUBMITTALS, include legible copies of the following information in the Operation and Maintenance Manuals. All information must be the most current and approved copy, reflecting any changes made during the construction process:

a. Self-lubricating component and stainless running surface shop drawings.

b. Self-lubricating component and stainless running surface field installation drawings.

c. Self-lubricating material product data.

d. Trunnion hub/bushings and yoke alignment QC report

-- End of Section --

SECTION 35 05 40.17 Page 10 R0001

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 20 PAGES

FY18 HAHD Spillway Gates

01 14 00 SD-01 Preconstruction Submittals

1.5.3 GContractor Personnel

1.9.2 GContractor's Working Hours

1.8.1 GSchedule of Activities and

Updates 01 14 50 SD-01 Preconstruction Submittals

1.4 GEmergency Demobilization Plan

01 30 00 SD-01 Preconstruction Submittals

1.2 GProject Manager

1.3 GSite Superintendent

01 32 01.00 10 SD-01 Preconstruction Submittals

1.3 GProject Scheduler Qualifications

3.4.1 GPreliminary Project Schedule

3.4.2 GInitial Project Schedule

3.6.2 GPeriodic Schedule Update

01 33 00 SD-01 Preconstruction Submittals

1.8 GSubmittal Register

01 35 26 SD-01 Preconstruction Submittals

1.7 GAccident Prevention Plan (APP)

SD-06 Test Reports 1.4Monthly Exposure Reports

Notifications and Reports

1.12.2 GAccident Reports

1.12.3LHE Inspection Reports

SD-07 Certificates 1.6.1.5Crane Operators/Riggers

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 20 PAGES

FY18 HAHD Spillway Gates

01 35 26 1.7.2.1 GStandard Lift Plan

1.7.2.2 GCritical Lift Plan

1.8Activity Hazard Analysis (AHA) 1.12.4Certificate of Compliance 1.14License Certificates

1.14.1 GRadiography Operation Planning

Work Sheet 01 45 00.00 10 SD-01 Preconstruction Submittals

3.2 GQuality Control Plan

1.3 GLaboratory Validation

01 50 00 SD-01 Preconstruction Submittals 1.4Construction site plan 3.3.1Traffic control plan

SD-03 Product Data 3.5.2Progress Photographs

SD-11 Closeout Submittals

3.5.3 GCompletion Photographs

01 56 00 SD-01 Preconstruction Submittals

1.4 GStormwater Construction General

Permit

1.8 GDiversion and Water Treatment

Plan

1.4 GStormwater Pollution Prevention

Plan SD-05 Design Data

1.7 GDesign Modifications

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 20 PAGES

FY18 HAHD Spillway Gates

01 56 00 SD-07 Certificates 1.7System Designer Qualifications

01 57 19 SD-01 Preconstruction Submittals 1.5.1Preconstruction Survey

1.9 GSolid Waste Management Permit

1.5.2 GRegulatory Notifications

1.6 GEnvironmental Protection Plan

1.5.5 GEmployee Training Records

1.5.4 GEnvironmental Manager

Qualifications SD-06 Test Reports

3.5.2.1 GSolid Waste Management Report

SD-07 Certificates

1.5.5 GEmployee Training Records

SD-11 Closeout Submittals

3.5.1 GWaste Determination

Documentation

3.5.3.5 GDisposal Documentation for

Hazardous and Regulated Waste

1.5.5 GAssembled Employee Training

Records

1.9 GSolid Waste Management Permit

3.5.2.1 GSolid Waste Management Report

3.5.3.1 GHazardous Waste/Debris

Management

1.5.2 GRegulatory Notifications

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 20 PAGES

FY18 HAHD Spillway Gates

01 57 19 3.5.2.1 GSales Documentation 01 74 19 SD-01 Preconstruction Submittals

1.5 GWaste Management Plan

SD-11 Closeout Submittals

1.6Records 01 78 00 SD-03 Product Data

1.7.1Warranty Management Plan 1.7.4Warranty Tags 1.5Spare Parts Data

SD-08 Manufacturer’s Instructions 1.7.1Equipment Instructions

SD-11 Closeout Submittals

3.1 GAs-Built Drawings

3.3 GRecord Drawings

3.5As-Built Record of Equipment and Materials 3.4Final Approved Shop Drawings

3.6 GOperation and Maintenance

Manuals 01 78 23 SD-10 Operation and Maintenance

Data

1.3 GO&M Database

3.1.1 GTraining Plan

3.1.3 GTraining Outline

3.1.2 GTraining Content

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 20 PAGES

FY18 HAHD Spillway Gates

01 78 23 3.1.4 GTraining Video Recording

3.1.6 GValidation of Training Completion

02 82 14.00 10 SD-01 Preconstruction Submittals

3.5.4.2 GAsbestos Management Plan

1.10 GTraining Program

1.8.1Licenses, Permits, And

Notifications SD-03 Product Data

3.5.3Materials And Equipment SD-07 Certificates

1.6.1 GContractor Qualifications and

Organization Report

SD-11 Closeout Submittals

3.5.4.1 GAsbestos Waste Shipment

Records

1.1 GWeight Bills And Delivery Tickets

02 83 13.00 20 SD-01 Preconstruction Submittals

1.7 GOccupational and Environmental

Assessment Data Report

1.5 GLead Compliance Plan

1.12.1.1 GCompetent Person

1.6 GLead Waste Management Plan

3.5.2.1 GWritten Evidence

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1.7 GSampling Results

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FY18 HAHD Spillway Gates

02 83 13.00 20 1.7 GOccupational and Environmental Assessment Data Report

SD-07 Certificates

1.8 GMedical Examinations

1.12.1.2 GTesting Laboratory

3.5.1.1 GClearance Certification

SD-11 Closeout Submittals

3.5.2.1 GHazardous Waste Manifest

3.5.2.1 GTurn-in Documents or Weight

Tickets 03 30 00 SD-01 Preconstruction Submittals

1.6.3.1Concrete Curing Plan 1.6.6Quality Control Plan 1.6.7Quality Control Personnel

Certifications 1.6.9Laboratory Accreditation 1.6.2.1Form Removal Schedule

SD-02 Shop Drawings 1.6.2.1Formwork 1.6.2.2Reinforcing Steel

SD-03 Product Data 2.4.8Joint Sealants 2.4.7Joint Filler 2.1Materials for Forms 2.4.1Cementitious Materials 2.4.6Vapor retarder and Vapor Barrier

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 20 PAGES

FY18 HAHD Spillway Gates

03 30 00 2.3.3Concrete Curing Materials 2.5Reinforcement 2.6.1Liquid Chemical Floor Hardener 2.4.5Admixtures 2.5.5Synthetic Reinforcing Fibers 2.5.2Mechanical Reinforcing Bar

Connectors 2.2.1Waterstops 1.8.1Local/Regional Materials 2.4.9Biodegradable Form Release

Agent 1.6.3.2Pumping Concrete 1.6.3.3Finishing Plan

SD-04 Samples 1.6.5.1Surface Finish Sample

SD-05 Design Data 2.3.1Mix Design

SD-06 Test Reports 1.6.1.1Concrete Mix Design 1.6.4.1Fly Ash 1.6.4.1Pozzolan 1.6.4.2Ground Granulated

Blast-Furnace Slag 2.4.3Aggregates 1.6.4.4Fiber-Reinforced Concrete 3.10.2.1Tolerance Report

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FY18 HAHD Spillway Gates

03 30 00 3.14.2.3Compressive Strength Tests 3.14.2.5Unit Weight of Structural

Concrete 3.14.2.6Ion Concentration 3.14.2.4Air Content 3.14.2.1Slump Tests 2.4.2Water

SD-07 Certificates 2.5.1Reinforcing Bars 1.9Welder Qualifications 1.6.3.4VOC Content for Form Release

Agents, Curing Compounds, and Concrete Penetrating Sealers

1.6.3.5Material Safety Data Sheets 1.8.2Forest Stewardship Council

(FSC) Certification 1.6.7.2Field Testing Technician and

Testing Agency SD-08 Manufacturer’s Instructions

2.6.1Liquid Chemical Floor Hardener 2.3.3Curing Compound

05 05 23.16 SD-01 Preconstruction Submittals 3.2Welding Quality Assurance Plan

SD-03 Product Data

1.3 G DOWelding Procedure Qualifications

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 20 PAGES

FY18 HAHD Spillway Gates

05 05 23.16 1.3.5Welder, Welding Operator, and Tacker Qualification

1.3.6Inspector Qualification 1.3.2Previous Qualifications 1.3.3Pre-Qualified Procedures 2.2Welding Electrodes and Rods

SD-06 Test Reports 3.3Nondestructive Testing

SD-07 Certificates 1.3.1Certified Welding Procedure

Specifications (WPS) 1.3.1Certified Brazing Procedure

Specifications (BPS) 1.3.1Certified Procedure Qualification

Records (PQR) 1.3.1Certified Welder Performance

Qualifications (WPQ) 1.3.1Certified Brazer Performance

Qualifications (BPQ) 05 12 00 SD-01 Preconstruction Submittals

1.5.1.2 G DOErection Drawings

SD-02 Shop Drawings

1.5.2 G DOFabrication drawings

SD-03 Product Data

2.5.2Shop primer 2.4.1Welding electrodes and rods

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FY18 HAHD Spillway Gates

05 12 00 2.3.2.3Direct Tension Indicator Washers 2.4.2Non-Shrink Grout 2.3.3Tension control bolts

SD-05 Design Data

1.5.1.1 G DODesign Package Submittal

SD-06 Test Reports 2.5.2Class B coating 2.3Bolts, Nuts, and Washers

Weld Inspection Reports 3.6.1.1Direct Tension Indicator Washer

Inspection Reports 3.6.2.1Bolt Testing Reports

SD-07 Certificates 2.2Steel 2.3Bolts, nuts, and washers 1.3AISC Fabrication Plant Quality

Certification 1.3AISC Erector Quality Certification 1.5.3.1Welding procedures and qualifications 2.4.1Welding electrodes and rods

1.5.1.1 G DOEngineer Qualifications

05 59 25 SD-01 Preconstruction Submittals

1.2.7 GQuality Control Plan (QCP)

1.2.7 GMaterial Tracking Log Template

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 11 OF 20 PAGES

FY18 HAHD Spillway Gates

05 59 25 1.2.8 GWelding Procedure Specifications

(WPS)

2.1.4 GWelding Procedure Specifications

(WPS)

1.2.9 GFracture Control Plan (FCP)

2.2.7 GWelding Repair Plan -

Non-Fracture Critical Members

2.2.7 GWelding Repair Plan - Fracture

Critical Members 2.1.1Heat Straightening Procedure

1.2.5 GWeld Tracking Log Template

2.1.5 GBolt Tensioning Sequence

1.2.7 GNon-Conformance Report Form

Template

1.2.10 GNDT Written Practice

1.2.1 GWork Plan

2.1.2 GAssembly, Fabrication, and

Retrofit Sequencing Plan

1.5 GDelivery/Shipping Plan

SD-02 Shop Drawings

1.4.5 GShop Drawings

SD-03 Product Data 2.1.3Materials Disposition Record

3.1.1 GAntigalling Compound

SD-06 Test Reports

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 12 OF 20 PAGES

FY18 HAHD Spillway Gates

05 59 25 2.2.1Fabrication Quality Control Reports

1.2.7 GCertified Test Reports

1.2.6 GWeld Tracking Log

2.1.5 GBolt Inspection and Testing Log

2.1.5 GBolt Inspection and Testing Log

2.2.8 GBolt Inspection and Testing Log

1.2.7 GNon-Conformance Reports

SD-07 Certificates

1.4.1 GQualification of Welders and

Welding Operators

1.4.2 GInspector Qualifications

1.4.3 GQualification of Structural Steel

Fabricator

1.2.1 G DOEngineer's Qualification Resume

1.2.10 GNDT Equipment Calibration

Records SD-09 Manufacturer’s Field Reports

1.2.6 GFabrication Record

2.2.1 GFabrication Record

09 97 02 SD-01 Preconstruction Submittals

1.2.1 GSafety Plan

1.2.1.5 GConfined Spaces Plan

1.2.1.6 GRespiratory Protection Plan

1.2.2.1 GAirborne Sampling Plan

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 13 OF 20 PAGES

FY18 HAHD Spillway Gates

09 97 02 1.2.1 GVentilation Assessment Plan

1.2.2 GMedical Surveillance Plan

1.2.2.2 GWorker Protection Plan

1.2.3 GEnvironmental Protection Plan

1.2.3.1Waste Manifest

1.2.3.1 GWaste Disposal Plan

1.2.3.2 GContainment Plan

1.2.3.3 GVisible Emissions Monitoring

Plan

1.2.3.4 GPM-10 Monitoring Plan

1.2.3.5 GTSP Monitoring Plan

1.2.3.6 GWater Quality Plan

1.2.3.7 GSoil Quality Plan

3.1.1 GSurface Preparation Procedure

3.1.1 GContractor's Painting Instructions

SD-03 Product Data Part 2 GManufacturer's Product Data

Sheet

3.2.10 GSlip Critical Painting System

SD-04 Samples Part 2 GProduct Samples

SD-06 Test Reports 1.2.3.4PM-10 Test Report

1.2.3.5 GTSP Test Report

1.2.3.7Soil Quality Test Report

1.2.2.2 GMedical Status Report

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 14 OF 20 PAGES

FY18 HAHD Spillway Gates

09 97 02 1.2.2.3 GChange in Medical Status Report

1.2.2.1 GAir Monitoring Test Plan

1.2.2.1 GAir Monitoring Test Report

3.6.1 GInspection And Test Reports

SD-07 Certificates

3.6.1 GContractor's QC Painting/Coating

Inspector

1.4.1 GCertified EHS Professional

1.4.2 GCertified Lead Laboratory

1.4.3 GSSPC Certificate(s)

1.4.4 GSSPC Certificate(s)

1.4.4 GQualified Hazardous Paint

Removal Contractor

1.4.6 GCoating Thickness Gage

Qualification

1.4.5 GQualified Paint Applicator

SD-08 Manufacturer’s Instructions

3.2.5 GSubstrate Temperature

Procedure GPaint System

09 97 03.00 SD-01 Preconstruction Submittals

3.6 GContractor's QC Painting/Coating

Inspector

1.5 GPaint Contractor Qualifications

3.2.1 GPaint Application Procedure

SD-03 Product Data

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 15 OF 20 PAGES

FY18 HAHD Spillway Gates

09 97 03.00 2.1.1 GGeneral Paint System Product Data Sheet

SD-06 Test Reports

3.6 GInspection and Testing Reports

SD-07 Certificates

3.6 GContractor Quality Control

Personnel 26 05 00.00 25 SD-01 Preconstruction Submittals

3.11.6.1 GShop Test Plan

3.13.2 GFollow-Up Verification Plan

SD-02 Shop Drawings

1.4 GElectrical Equipment

3.4.2 GShop Conduit Routing Plan

3.4.2 GField Conduit Routing Plan

3.5.3 GContractor-Designed Equipment

Mounting

3.1 GDeviations from Contract

Drawings

3.11.6.4 GAs-Shipped Drawings

SD-03 Product Data

2.3 GConduits, Raceways, and Ducts

2.4 GConduit Device Boxes and

Fittings

2.5 GSpecial Boxes, Enclosures, and

Cabinets

2.7 GSafety Switches

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 16 OF 20 PAGES

FY18 HAHD Spillway Gates

26 05 00.00 25 2.8 GCircuit Breakers

2.9 GManual Transfer Switches

2.10 GMini-Power Center

2.8.1 GPanelboard

2.11 GWiring Devices

2.12 GControl Equipment

2.13 GMotor and Brake Controllers

2.12.11Engraved Nameplates

2.14 GElectrical Grounding and Bonding

Equipment GLED Fixtures

SD-06 Test Reports

3.11.6.3 GShop Test Report

3.13.1 GField Acceptance Checks and

Tests

3.13.2 GFollow-Up Verification

SD-08 Manufacturer’s Instructions 1.4Manufacturer's Instructions

SD-10 Operation and Maintenance Data

2.1 GOperation and Maintenance Data

SD-11 Closeout Submittals

1.6 GSpare Parts

26 05 19.10 10 SD-03 Product Data

2.1.1 GWire and Cable

2.1.3.1 GConductors

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 17 OF 20 PAGES

FY18 HAHD Spillway Gates

26 05 19.10 10 3.1Cable Manufacturing Data SD-06 Test Reports

3.2 GTest Report(s), Inspection

Report(s), and Verification Report(s)

26 05 48.00 10 SD-02 Shop Drawings 3.2Lighting Fixtures in Buildings 1.3Equipment Requirements

SD-03 Product Data

3.2 GLighting Fixtures in Buildings

1.3 GEquipment Requirements

1.2.4 GContractor Designed Bracing

26 08 00 SD-01 Preconstruction Submittals

1.4.2 GAcceptance Test and Inspections

Procedure SD-06 Test Reports

3.1 GAcceptance Tests and Inspection

Reports

SD-07 Certificates

1.4.1 GQualified Testing Firm

1.4.1 GLead Engineering Technician

35 05 40.17 SD-01 Preconstruction Submittals

3.3 G DOBearing Assembly and

Installation Plan

1.6 G DOModifying Hub and Yoke and

Installation Plan

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 18 OF 20 PAGES

FY18 HAHD Spillway Gates

35 05 40.17 SD-02 Shop Drawings

1.4 G DODetail Drawings

SD-03 Product Data

2.1 G DOSelf-Lubricating Material Product

Data

2.4.3 G DORubber J-Seals

SD-06 Test Reports 3.5Post Assembly QC Report 3.2Alignment QC Report

SD-07 Certificates 2.2.2FCB Material Certifications

2.2.1 GRelease Agreement

3.6 GField Machinist Qualifications

SD-10 Operation and Maintenance Data

3.8 GOperation and Maintenance

Manuals

35 20 16.47 SD-01 Preconstruction Submittals

1.6 GTemporary Bracing And

Moving/Rotating Tainter Gate Plan

3.4.1 G DOShop Testing Plan

SD-02 Shop Drawings

1.5.1 G DODetail Drawings

SD-03 Product Data

1.5.3 G DOManufacturer's Literature and

Equipment Data

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 19 OF 20 PAGES

FY18 HAHD Spillway Gates

35 20 16.47 SD-05 Design Data

1.5.2 G DODesign Calculations

2.2.2 G DOOutput Shaft Design Calculations

G DOHoist Platform Design Calculations

SD-06 Test Reports

2.2.1 G DOMotor Performance Data

3.4.2 G DOShop Test Report

3.9.2.2 G DOOperational Test Report

SD-07 Certificates

1.5 GRegistered Professional Engineer

3.2.2 GHoist Machinery Assembler and

Installer Qualifications SD-11 Closeout Submittals

3.11 GSpare Parts

3.11 GSpare Parts

35 20 16.48 SD-01 Preconstruction Submittals

2.1 G DOWire Rope Fabrication Plan

3.3.1 G DOWire Rope Tensioning Plan

SD-03 Product Data

2.2ANTI-SEIZE COMPOUND

SD-06 Test Reports

3.1.2 GWire Rope Tensile Strength

Report

3.3.5.2 GWire Rope Tensioning Report

SD-07 Certificates

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 20 OF 20 PAGES

FY18 HAHD Spillway Gates

35 20 16.48 3.3.2 G DOWire Rope Tension Equipment Calibration Certifications

3.3.2 G DOTension Equipment Operator

Qualifications

SD-10 Operation and Maintenance Data

3.4 G DOOperation And Maintenance

Manuals

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E-500

H

K B

Y

M A J

A G

IR

A

M A J

A G

IR

A

SGCC#

CONTROL CABINET

SPILLWAY GATE #

BEFORE SERVICING

ALL POWER

SOURCES DISCONNECT

MULTIPLE POWER

WARNING

ARC-FLASH

RESET

OVERLOAD

GATE POSITION

OVERLOAD

AVAILABLE

CONTROL POWER

21 NC 33NO 43

44NO34NC22NO

NO NO

NO14

1492-EAH351492-EAH35

M6/8.STP1 M6/8.STP1 M6/8.STP1 M6/8.STP1 M6/8.STP1 M6/8.STP1 M6/8.STP1 M6/8.STP1 M6/8.STP1M6/8.STP1M6/8.STP1M6/8.STP1 M6/8.STP1 M6/8.STP1 M6/8.STP1 M6/8.STP1 M6/8.STP1 M6/8.STP1M6/8.STP1M6/8.STP1 M6/8.STP1 M6/8.STP1 M6/8.STP1M6/8.STP1M6/8.STP1M6/8.STP1M6/8.STP1M6/8.STP1 M6/8.STP1M6/8.STP1 M6/8.STP1 M6/8.STP1 M6/8.STP1M6/8.STP1M6/8.STP1 M6/8.STP1M6/8.STP1

M4/8.SF M4/8.SF

21 NC 33NO 43

44NO34NC22NO

NO NO

NO14

1321 NC 33NO 43

44NO34NC22NO

NO NO

NO14

1321 NC 33NO 43

44NO34NC22NO

NO NO

NO14

1321 NC 33NO 43

44NO34NC22NO

NO NO

NO14

D6/8.P

M6/8.STP1 M6/8.STP1 M6/8.STP1 M6/8.STP1 M6/8.STP1 M6/8.STP1

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US Army…