A.02.12 Tech Spec.pdf

Little Goose Fish Pump Penstock Emergency Closure W912EF21Q0047

LGA493234FPPENS

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 01 15.00 28 LIST OF DRAWINGS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00.00 28 GENERAL REQUIREMENTS

01 11 00.00 28 SUMMARY OF WORK

01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS

01 14 00.10 28 PROJECT SITE RESTRICTIONS

01 14 00.90 28 INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY

(OPSEC)

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.01 28 CONTRACTOR QUALITY CONTROL

01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 78 00.00 28 CLOSEOUT SUBMITTALS

DI VI SI ON 05 - METALS

05 59 13.00 28 FABRICATION OF HYDRAULIC STEEL STRUCTURES

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 91 00.10 28 RUBBER SEALS

DI VI SI ON 09 - FI NI SHES

09 97 02.00 28 PAINTING: HYDRAULIC STRUCTURES

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 01 70.13 28 WIRE ROPE FOR GATE OPERATING DEVICES

35 05 40.17 28 SELF-LUBRICATED MATERIALS, FABRICATION, HANDLING, AND

ASSEMBLY

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SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 01 15.00 28

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

1.2.1 Use Of Government Prepared Contract CAD Electronic Files

1.3 RESOURCE DRAWINGS (R)

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

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DOCUMENT 00 01 15.00 28 Page 1

DOCUMENT 00 01 15.00 28 Page 2

SECTION 00 01 15.00 28

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

SHEET

NUMBER

DESCRIPTION FILE NUMBER REV.

NUMBER

Date

GENERAL

G-001 COVER SHEET AND LOCATION MAPS LGG-1-0-1/476

G-002 INDEX AND GENERAL NOTES LGG-1-0-1/477

G-901 GENERAL ISOMETRIC VIEWS PENSTOCK BULKHEAD LGG-1-0-1/478

STRUCTURAL

S-201 ELEVATIONS AND PLANS PENSTOCK BULKHEAD LGP-1-5-5/1

S-301 SECTIONS PENSTOCK BULKHEAD LGP-1-5-5/2

S-501 DETAILS PENSTOCK BULKHEAD LGP-1-5-5/3

MECHANICAL

M-501 DETAILS PENSTOCK BULKHEAD ROLLER ASSEMBLY LGP-1-3-5/3

M-502 DETAILS PENSTOCK BULKHEAD RIGGING LGP-1-3-5/4

1.2.1 Use Of Government Prepared Contract CAD Electronic Files

a. No Resource (R)("For Information Only") drawings are available on

CAD.

b. The Contractor assumes all risks associated in using electronic CAD drawings.

c. Electronic copies of CAD drawings are only available in Bentley DGN format.

d. The contract drawings shall govern if there are any discrepancies between the electronic copy and the contract drawing. The Contractor shall promptly notify the Contracting Officer of any discrepancies.

The Government will not be responsible to correct the electronic CAD

DOCUMENT 00 01 15.00 28 Page 3 drawing.

1.3 RESOURCE DRAWINGS (R)

These R drawings are included with the drawings for information only. The Government does not warrant the accuracy of the R drawings. The Government recommends that the Contractor verify the accuracy of R drawings.

Resource (R) drawings are as follows:

SHEET

NUMBER

DESCRIPTION FILE NUMBER REV.

NUMBER

Date

RESOURCE

R-001 POWERHOUSE EMBEDDED PIPING ERECTION BAY

TRANSCERSE SECTION THRU PUMP

LGP-1-3-8/18

R-002 POWERHOUSE ERECTION BAY-CONCRETE OUTLINE INTAKE

TRANSVERSE SECTION THRU PENSTOCK

LGP-1-4-3/28

R-003 POWERHOUSE ERECTION BAY-CONCRETE OUTLINE INTAKE

DECK-EL. 651

LGP-1-4-3/36

R-004 POWERHOUSE ERECTION BAY-CONCRETE OUTLINE

BLOCKOUTS-INTAKE TRASHRACK & BULKHEAD GUIDES

LGP-1-4-3/43

R-005 POWERHOUSE ERECTION BAY-REINFORCEMENT INTAKE

UPSTREAM FACE & PENSTOCK

LGP-1-4-3/51

R-006 POWERHOUSE FISHWATER TURBINE INTAKE TRASH RACK

& BULKHEAD

LGP-1-5-2/20

R-007 POWERHOUSE FISHWATER TURBINE PENSTOCK LGP-1-5-2/29

R-008 BULKHEAD DETAILS 204A1

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

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DOCUMENT 00 01 15.00 28 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00.00 28

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

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SECTION 01 00 00.00 28 Page 2

SECTION 01 00 00.00 28

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

Federal Veteran Employment Information http://www.fedshirevets.gov/index.aspx

Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/

Department of Veterans Affairs-VOW to Hire Heroes Act http://benefits.va.gov/vow/

Army Wounded Warrior Program -http://wct.army.mil/modules/employers/index.html

U.S. Chamber of Commerce Foundation-Hiring Our Heroes http://www.hiringourheroes.org/

Guide to Hiring Veterans - Reference Material https://www.dol.gov/sites/dolgov/files/VETS/files/Employer-Guide-to-Hiring-Veterans.pdf

PART 2 PRODUCTS (NOT APPLICABLE)

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 28

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY OF WORK

1.2 LOCATION OF WORK

1.3 SIGNIFICANT DATES

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

SECTION 01 11 00.00 28 Page 1

SECTION 01 11 00.00 28 Page 2

SECTION 01 11 00.00 28

SUMMARY OF WORK

PART 1 GENERAL

This summary of work is a generalized description of work and is NOT all inclusive.

1.1 SUMMARY OF WORK

This project involves fabricating, painting and delivering one (1) Fish Pump Penstock Emergency Closure Bulkhead for the penstock located at Little Goose Lock & Dam. See plan sheets for further details. Delivery of the new Fish Pump Penstock Emergency Closure Bulkhead will be made per the requirements of 01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS, and SECTION

01 14 00.10 28 PROJECT SITE RESTRICTIONS.

1.2 LOCATION OF WORK

Little Goose Lock and Dam in Dayton, WA 99328

1.3 SIGNIFICANT DATES

For significant dates, see the Desired and Required Delivery clause contained in the contract clauses.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

SECTION 01 11 00.00 28 Page 3

SECTION 01 11 00.00 28 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 FIELD VERIFICATION OF SITE CONDITIONS

1.4 DEFINITIONS

1.5 PROJECT SCHEDULE

1.6 CONTRACTOR RESPONSIBILITY FOR CONTRACT WORK

1.7 PENSTOCK EMERGENCY CLOSURE BULKHEAD DELIVERY REQUIREMENTS

1.8 FINAL INSPECTION AND GOVERNMENT ACCEPTANCE

1.9 GOVERNMENT'S WORK SCHEDULE

1.10 POST AWARD MEETINGS

1.10.1 Pre-Work/Pre-Fabrication

1.10.2 Pre-Fabrication

1.10.2.1 Minutes

1.10.3 RMS Orientation Meeting

1.11 WEEKLY PRODUCTION MEETINGS

1.11.1 Minutes

1.12 ADDITIONAL MEETINGS

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

ATTACHMENTS:

Weekly Meeting Agenda

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SECTION 01 11 01.00 28 Page 2

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

The work covered by this section of the specifications consists of work common to more than one section of these TECHNICAL SPECIFICATIONS.

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

The Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

1.2 SUBMITTALS

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

submittals having an "I" designation are for information only.

Designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Schedule ; G, C

Project Superintendent ; I, C

1.3 FIELD VERIFICATION OF SITE CONDITIONS

Field verify all elevations, dimensions, and coordinates on the existing fish pump penstock emergency closure bulkhead and features indicated on the contract drawings that might affect new fabrication. Any deviations shall be updated as per SECTION 01 78 00.00 28 , CLOSEOUT SUBMITTALS, paragraphs WORKING AS-BUILT DRAWINGS.

1.4 DEFINITIONS

a. Qualified Person.

As defined in EM 385-1-1 ; "DEFINITIONS", unless otherwise specified.

b. F.O.B.

An abbreviation for free on board, which means that a vendor or consignor will deliver goods on a railroad car, truck, vessel, or

SECTION 01 11 01.00 28 Page 3 other conveyance without any expense to the purchaser or consignee.

1.5 PROJECT SCHEDULE

a. Furnish a schedule for the complete project within 15 days after receipt of Notice of Award.

b. Submit an electronic copy of the schedule, in the original format the schedule was developed in (e.g. .xer, .xls., .mpp, etc.), to the Contracting Officer. See SECTION 01 33 00 SUBMITTAL PROCEDURES paragraph "Electronic Copies" for additional information.

1.6 CONTRACTOR RESPONSIBILITY FOR CONTRACT WORK

The Contractor is responsible for correcting all damage and defects to work covered by this contract, until final acceptance by the Government.

1.7 PENSTOCK EMERGENCY CLOSURE BULKHEAD DELIVERY REQUIREMENTS

a. Provide the Contracting Officer written notification of delivery dates related to fish pump penstock emergency closure bulkhead, and related items. Provide notice a minimum of 28 calendar days prior to anticipated delivery.

b. Contractor deliveries shall occur during normal working hours as specified in paragraph GOVERNMENT'S WORK SCHEDULE, and shall be made by truck.

c. Delivery location will be at Little Goose Lock & Dam Project site, in accordance with SECTION 05 59 13.00 28 paragraph "DELIVERY, STORAGE, AND HANDLING" as coordinated with the Contracting Officer.

1.8 FINAL INSPECTION AND GOVERNMENT ACCEPTANCE

a. Final acceptance of fish pump penstock emergency closure bulkhead will occur at Little Goose Lock & Dam upon delivery. After off loading fish pump penstock emergency closure bulkhead crating material may be removed, at the Contracting Officer's discretion, to inspect all deliverables.

b. ALL penstock emergency closure bulkhead, or related items, that arrive at the Project in damaged packaging will be further inspected at the Project Site. Contractor shall be responsible for correcting all damage that occurred during shipping, prior to Government acceptance, at no additional cost to the Government.

c. Allow one Government work day, total, to complete final inspection of the fish pump penstock emergency closure bulkhead at the project.

1.9 GOVERNMENT'S WORK SCHEDULE

a. The maintenance crews at Little Goose Lock & Dam work from 6:30 a.m. to 5:00 p.m., Monday through Thursday. Crews and staff do not work on weekends and Federal holidays. If a Federal holiday falls on a Friday, the crews and staff do not work on the preceeding Thursday.

A powerhouse operator is at the site 24 hours a day, 7 days a week, including Federal holidays but is not available to assist the Contractor.

SECTION 01 11 01.00 28 Page 4

b. The Contractor shall coordinate with the Government to support, or assist with all deliveries. All deliveries shall be made between the hours of 10:00 a.m. to 2:00 p.m. (Monday - Thursday) only.

c. If the Contractor requires Government support or assistance outside of normal work hours, the Contractor must make a formal written request to the Contracting Officer at least one week prior to the date that support/assistance is needed. The Government will review this request, but there is no guarantee that Government support or assistance can be provided.

1.10 POST AWARD MEETINGS

1.10.1 Pre-Work/Pre-Fabrication

Within 15 calendar days after receipt of Notice of Award, attend a Pre-Work/Pre-Fabrication Meeting. Pre-work/Pre-Fabrication meeting may be in person or via conference call. Senior Level members of the Contractor's staff involved with this contract shall participate in this meeting to discuss the overall contract requirements. The Government will lead this meeting Pre-Work portion of the meeting, and take the meeting minutes.

1.10.2 Pre-Fabrication

For the Pre-Fabrication part of the meeting, the Project Superintendent shall lead the meeting and discuss the Contractor's plan on executing the work, schedule, and plan for implementing quality control.

1.10.2.1 Minutes

Contractor is responsible for taking the meeting minutes for this portion of the meeting and shall send them electronically within 48 hours after the meeting to the Government's Contracting Officer, Project Engineer, Quality Assurance Representative, and Resident Engineer.

1.10.3 RMS Orientation Meeting

a. An RMS (Resident Management System) Orientation Meeting will be held within Fifteen (15) calendar days after receipt of Notice of Award. See SECTION 01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) for additional information. The Orientation meeting is held at NWW District Headquarters, and may occur in conjunction with, but not at the same time as, the Pre-Work meeting.

The orientation meeting can also occur via video conference due to the COVID-19 restrictions. Coordinate meeting date and time with the Contracting Officer a minimum of 7 calendar days prior to the meeting.

b. At a minimum, the Contractor's RMS-CM Administrator and QC system manager shall attend the RMS Orientation meeting. A Government Representative will lead the orientation. Anticipate the following at the meeting:

1. Allow for a maximum 4 hour duration.

2. Cover the following topics, at a minimum, in RMS Contractor Mode (CM):

i. Contractor use of RMS (CM) system.

SECTION 01 11 01.00 28 Page 5

ii. Contractor Data.

iii. Quality Control Reports.

iv. Submittals.

v. RFI's.

vi. Payment.

3. Receive a follow-up handout/guide for reference on the above items.

c. Contractor employees shall bring a computer with Wi-Fi capability (to gain access to the Internet), with RMS pre-loaded.

d. The RMS Orientation Meeting is required for Contractors with no prior RMS experience. The RMS Orientation Meeting, is optional, but may be requested, for all other Contractors.

1.11 WEEKLY PRODUCTION MEETINGS

During all fabrication, hold a weekly production meeting to brief the Government on the status of the project.

a. Use the attached "Weekly Meeting Agenda" and discuss all elements of this agenda.

b. Provide a three (3) week 'look ahead'.

1. Describe all planned fabrication activities over the next three (3) weeks.

2. ENSURE these activities align to the overall fabrication SCHEDULE submitted under PROJECT SCHEDULE.

3. RECORD any changes to the Project Schedule AND INCLUDE IN the next scheduled update.

c. Key members of the Contractor's staff including the Quality Control System Manager shall attend.

d. The Quality Control System Manager shall discuss all QC aspects outlined in SECTION 01 45 00.01 28 CONTRACTOR QUALITY CONTROL.

e. The Government reserves the right to require any person from the Contractor's staff such as the Project Manager, Engineer, Scheduler or Key Subcontractor Personnel to attend the meeting.

Photos during fabrication activities and progress shall be provided to the Government for unrestricted use by the Government.

a. Photos shall be submitted at the end of each work week.

b. Furnish digital photographs, Utilize JPEG file format for all photograph and image files.

SECTION 01 11 01.00 28 Page 6

c. Provide full-color photos with photo resolution of not less than 4 megapixels and not more than 12 megapixels.showing the sequence and progress of work.

d. Take a minimum of 20 digital photographs each week throughout the entire project.

e. Submit weekly two sets of digital photographs, each set on a separate compact disc (CD)or data versatile disc (DVD).

Ensure the photographs are digitally dated. Log shall be furnished for each photograph that records the following information:

a. Photograph number (the specific format should be tied to the filename of the electronic photograph)

b. Date the photograph was taken;

c. A brief description of the location, what the photograph depicts, and the orientation of the view.

1.11.1 Minutes

The Contractor shall be responsible for taking the meeting minutes and shall send them electronically within 24 hours of the meeting to the Government's Project Engineer, Quality Assurance Representative, and Resident Engineer.

1.12 ADDITIONAL MEETINGS

Record the minutes of all meetings, including all conference calls, that occur between the Contractor and Government. Send minutes electronically within 24 hours of the meeting to the Contracting Officer for concurrence.

E-mail subject line shall include project name and meeting topic.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

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SECTION 01 11 01.00 28 Page 8

Weekly Meeting agenda template

Schedule - Work scheduled over the next week Three week look ahead Overall Schedule Review

Submittals Review- Submittal Register Submittals approved by QC Outstanding Submittals RFI’s Letters

Coordination - Clearances required over the next week, include the following:

A description of the work to be performed under the Clearance.

Determine the correct energy isolation points needed to perform the work safely.

Physical barriers, protective grounds, piping blanks, or bulkheads that shall be used, including locations.

Determine the procedure and method of testing for stored energy if applicable.

The date and time the Clearance shall be required.

The estimated length of time the system or equipment shall be out of service and the time to return the system or equipment to service in an emergency.

Coordination issues

Safety- Review of AHA’s for ongoing work Pending AHA’s

Required for new work Status of Gov’t approval

Safety issues

QC -

Preparatory meetings

Held over last week- status of meeting minutes Required over the next week

Initial meetings over the next week Follow up over the next week Rework list Review Deficiency tracking log

SECTION 01 11 01.00 28 Page 10

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 SITE CONDITIONS AND OPERATIONAL RESTRICTIONS

1.3 PROJECT SECURITY

1.3.1 Contractor Vehicle Access

1.3.2 Personal Protective Equipment(PPE)

1.4 FISH PUMP PENSTOCK BULKHEAD DELIVERY

1.5 FACILITY OCCUPANCY CLOSURE

1.6 WORK SCHEDULES

1.6.1 Contractor's Work Schedule

1.7 USE OF WALLA WALLA DISTRICT PARKS

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

SECTION 01 14 00.10 28 Page 1

SECTION 01 14 00.10 28 Page 2

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

1.2 SITE CONDITIONS AND OPERATIONAL RESTRICTIONS

1. Government cranes (Government operated) and Government crane riggers will be utilized for this project.

2. The Contractor shall keep one lane open (minimum of 12 feet wide) for vehicle access on the road decks at all times. If a road blockage is necessary, it shall be coordinated and approved by the Government 48 hours in advance of the blockage. Immediate access shall be given in the event of an emergency.

1.3 PROJECT SECURITY

The Project site is a secured area and access onto the Project is restricted. The security measures affect all of the Contractor's vehicles and personnel. There will be delays when entering Projects due to locked gates, vehicle inspections, and personnel checks. Inspections and checks may include inspection of tool boxes, brief cases, lunch boxes, and other containers.

1.3.1 Contractor Vehicle Access

Project access roads on both sides of the dams are secured with locked gates. All vehicles that pass through the locked gates will be subject to being searched.

1.3.2 Personal Protective Equipment(PPE)

Every Contractor employee (prime or subcontractor) shall wear a hard hat and Personal Protective Equipment(PPE) meeting the requirements of EM 385-1-1 when on Government property.

1.4 FISH PUMP PENSTOCK BULKHEAD DELIVERY

The Contractor is responsible for the delivery of all finished products.

Government personnel will be available to assist the Contractor in the

SECTION 01 14 00.10 28 Page 3 offloading process. Fish Pump Penstock Bulkhead deliveries are to be made to the Little Goose Lock & Dam "Maintenance Yard". Refer to conctract drawings for location of delivery, and SECTION 05 59 13.00 28 paragraph paragraph DELIVERY, STORAGE AND HANDLING for additional details and requirements.

1.5 FACILITY OCCUPANCY CLOSURE

Streets, walks, and other facilities occupied and used by the Government shall not be closed or obstructed without written permission from the Contracting Officer.

1.6 WORK SCHEDULES

1.6.1 Contractor's Work Schedule

At the Pre-Work Meeting, furnish a schedule of number of working days per week, shifts per day, and hours per shift for contract work. Furnish notification of any change of schedule of regular work hours, overtime work hours, and shifts of work crews and personnel at the site. This notification shall be provided a minimum of 48 hours prior to any schedule change to allow suitable scheduling of Government personnel and inspection. Exception to this requirement may be allowed in case of schedule change due to emergency conditions.

1.7 USE OF WALLA WALLA DISTRICT PARKS

Special consideration for the use of the Walla Walla District Camping Grounds wi l l not be given to the Contractor if camping at these sites.

The Contractor's crew may not use Government parking lots near Little Goose Lock and Dam for Semi-trailer truck parking.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.90 28

INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 BIOGRAPHICAL INFORMATION SUBMITTAL

1.4 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

1.5 DOD FACILITY REQUIREMENTS (COMMON ACCESS CARD NOT REQUIRED)

1.6 EMPLOYEE ESCORT

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

SECTION 01 14 00.90 28 Page 1

SECTION 01 14 00.90 28 Page 2

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INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

PART 1 GENERAL

The work covered by this section of the specifications consists of work common to more than one section of these TECHNICAL SPECIFICATIONS. This contract does not require access to or handling of classified material.

This contract requires access to secured and restricted areas, or equipment. Secured area is considered any location where on-site work is performed by Contractor employees. The restricted areas, or equipment consists of everything inside the security fence at the project.

1.1 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.

U.S. ARMY (DA)

AR 190-13 (2011) The Army Physical Security Program

Army Directive 2014-05 (2014) Policy and Implementation Procedures for Common Access Card Credentialing and Installation Access for Uncleared Contractors

Website for Department of the Army Regulations:

http://armypubs.army.mil/

Federal Acquisition Regulations (FAR)

FAR 52.204-9 (2015) Personal Identity Verification of Contractor Personnel

1.2 SUBMITTALS

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

submittals having an "I" designation are for information only. The designation following the "G" or "I" 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

BIOGRAPHICAL INFORMATION; G, C

1.3 BIOGRAPHICAL INFORMATION SUBMITTAL

Submi t Bi ogr aphi cal I nf or mat i on t o t he COR vi a emai l as a passwor d pr ot ect ed pdf f i l e f or al l per sonnel r equi r i ng unescor t ed access or r equi r i ng access t o gover nment i nf or mat i on syst ems. See par agr aph " ACCESS AND GENERAL PROTECTI ON/ SECURI TY POLI CY AND PROCEDURES" f or addi t i onal i nf or mat i on and det ai l s on i t ems t o submi t .

SECTION 01 14 00.90 28 Page 3

1.4 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

All contractor employees, including all associated sub-contractor employees, shall comply with all applicable facility access and security policies and procedures. Local facility policies and procedures shall be provided by a government representative.

The contractor shall provide all information required for background checks to meet facility access requirements. Background checks will be performed by Walla Walla District Security Office. Contractor workforce must comply with all personal identity verification requirements ( FAR 52.204-9 , Personal Identity Verification of Contractor Personnel:

http://www.ecfr.gov/cgi-bin/text-idx?rgn=div8&node=48:2.0.1.1.1.2.1.28 ) as directed by DOD and/or local policy.

For each individual that will be working at this site needing unescorted access, submit a copy of their driver's license to satisfy the information required to conduct the background check. Background check must be approved for an individual before they can access the site.

In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any facility change, the Government may require changes in contractor security matters or processes.

1.5 DOD FACILITY REQUIREMENTS (COMMON ACCESS CARD NOT REQUIRED)

Contractor employees, including all associated sub-contractor employees, shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index ( NCIC-III )and Terrorist Screening Database (TSDB) ( Army Directive 2014-05 / AR 190-13 ), applicable facility and area access security policies and procedures (provided by a government representative, as NCIC and TSDB are available).

1.6 EMPLOYEE ESCORT

All contractor employees, including all associated sub-contractor employees, who are not in possession of the appropriate security clearance or access privileges, will be escorted in sensitive or restricted areas and/or areas where they may be exposed to classified and/or sensitive materials.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

SECTION 01 14 00.90 28 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

1.2.2 Reviewing Authority

1.2.2.1 Action Elements for Submittal Review

1.2.3 Work

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

1.3.2 Information Only (I)

1.4 CAD FILE REQUIREMENTS

1.4.1 CAD File Requirements for Design Drawings Created After Award.

1.4.2 USACE CAD/BIM Technology Center

1.5 PREPARATION

1.5.1 Transmittal Form

1.5.2 Identifying Submittals

1.5.3 Format For Electronic Submittals

1.5.4 Format for SD-02 Shop Drawings

1.5.4.1 Shop Drawing Submittals

1.5.5 Format of SD-03 Product Data and SD-08 Manufacturer's

Instructions

1.5.6 Format of SD-04 Samples

1.5.7 Format of SD-05 Design Data and SD-07 Certificates

1.5.8 Format of SD-06 Test Reports and SD-09 Manufacturer's Field

Reports

1.5.9 Format of SD-01 Preconstruction Submittals and SD-11 Closeout

Submittals

1.6 QUANTITY OF SUBMITTALS

1.6.1 Electronic Copies

1.6.2 Hard Copies (HC)

1.6.2.1 Hard Copy Submittals

1.6.3 Official Receipt of Transmittals

1.6.4 Number of Samples SD-04 Samples

1.6.5 Number of Copies of SD-10 Operation and Maintenance Data

1.7 INFORMATION ONLY SUBMITTALS

1.8 VARIATIONS REQUESTS

1.8.1 Considering Variations

1.8.2 Proposing Variations

1.8.3 Warranting That Variations Are Compatible

1.8.4 Review Schedule Is Modified

1.9 SUBMITTAL REGISTER

1.9.1 Use Of Submittal Register

1.9.2 Contractor Use of Submittal Register

1.9.3 Approving Authority Use of Submittal Register

1.9.4 Contractor Action Codes

SECTION 01 33 00 Page 1

1.9.5 Contractor Action Code and Action Code

1.9.6 Copies Delivered to the Government

1.10 SCHEDULING

1.11 GOVERNMENT APPROVING AUTHORITY

1.11.1 Review Notations

1.12 DISAPPROVED OR REJECTED SUBMITTALS

1.13 APPROVED/ACCEPTED SUBMITTALS

1.14 APPROVED SAMPLES

1.15 WITHHOLDING OF PAYMENT

1.16 STAMPS

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

ATTACHMENTS:

ENG Form 4025

Submittal Register

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

The Contracting Officer (KO) may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Make certain that each submittal is complete and in sufficient detail to easily determine contract compliance.

a. Use the same units of weights and measures as the contract drawings.

b. Contractor's Quality Control (CQC) System Manager shall check and approve all items prior to submittal and stamp, sign, and date indicating action taken.

c. Clearly identify any proposed variations from the contract requirements.

d. Include drawings; literature (catalog cuts, diagrams, operating charts or curves); test reports; samples; O&M manuals (including parts list); certifications; warranties; and other necessary information.

e. Obtain submittal approval prior to acquiring the covered material or equipment.

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

ERDC/ITL TR-19-6 (Aug 2019) A/E/C Graphics Standard, Release 2.1

ERDC/ITL TR-19-7 (Aug 2019) A/E/C CAD Standard - Release 6.1

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required to be approved prior to commencing work on site. Submittals required prior to the start of the next major phase of the construction on a multi-phase contract. Schedules or tabular list of data or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

SECTION 01 33 00 Page 3

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Unless otherwise specified testing must have been completed within three (3) years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

SECTION 01 33 00 Page 4

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and must state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.2.2 Reviewing Authority

Office or designated person to review submittal.

SECTION 01 33 00 Page 5

1.2.2.1 Action Elements for Submittal Review

AE Architect/Engineer C Engineering & Construction Division, Construction Branch CS Cybersecurity, Electrical Design Lead DDC Walla Walla District Dive Coordinator, Safety Office A Engineering & Construction Division, Structural Design

"Architectural" ECC Operation's Division, Environmental Compliance Coordinator OPC Operation's Division, Pesticide Coordinator EL Engineering & Construction Division, Electrical Design GT Engineering & Construction Division, Geotechnical Design H Engineering & Construction Division, Hydraulic Design ME Engineering & Construction Division, Mechanical Design ST Engineering & Construction Division, Structural Design TL Engineering & Construction Division, Technical Lead HDC Hydroelectric Design Center GE Engineering & Construction Division, General Engineering GS Engineering & Construction Division, Geospatial PMP Project Management Division, Planning SO Safety Office SLE Security Law Enforcement Officer EOC Engineering Design, Project Operations and Construction CERL Construction Engineering Research Laboratory EC Engineering and Construction

1.2.3 Work

As used in this SECTION, on- and off-site fabrication required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

G - This code is for submittals requiring government approval that were listed in the original government-generated specs.

I - This code is used for both Government-generated submittals and Contractor-generated submittals. This code is reserved for submittals that don't require approval, e.g. test reports.

1.3.1 Government Approved (G)

Government approval is required for extensions of design, critical materials, variations, equipment whose compatibility with the entire system must be checked, and other items as designated by the KO.

Government approval is required for any variations from the Solicitation or Accepted Proposal and other items as designated by the KO. Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.3.2 Information Only (I)

Submittals not requiring Government approval will be for information only

(FIO).

SECTION 01 33 00 Page 6

1.4 CAD FI LE REQUI REMENTS

The following applies to all CAD File submittals for this Contract , unless otherwise noted:

a. Furnish CAD files in the latest version of Bentley DGN format, for all CAD Files submitted by the Contractor in performance of this contract.

b. Unless otherwise noted, all CAD Files shall meet A/E/C CAD and Graphic Standards, as follows:

1. Compliant with the A/E/C CAD Standard ERDC/ITL TR-19-7 , A/E/C Graphics Standard ERDC/ITL TR-19-6 .

c. CAD Files shall have presentation graphics which can be edited by Bentley software (with the exception of photographs). Presentation graphics typically consist of drawing elements such as lines, arcs, shapes, text, and their attributes (e.g., color, width, line style).

d. If CAD files are developed in a format other than the specified Bentley software, furnish the following:

1. The converted CAD files in Bentley DGN format, in compliance with all specified CAD file requirements.

2. The original CAD files in their native file format.

e. In addition to CAD files, submit an ADOBE .pdf of each CAD File.

The pdfs and the CAD files shall be identical.

f. Submit files using the DoD SAFE (Secure Access File Exchange) website as directed by the Contracting Officer.

1.4.1 CAD File Requirements for Design Drawings Created After Award.

In addition to the requirements listed above, when the Contractor prepares design drawings for requirements stated in the contract, for a modification, or as part of a Value Engineer Change Proposal, the following requirements apply:

a. Electronic files shall be .dgn format with element types that can be edited (i.e. no attached raster files, .dxf, or .dwg file formats will be accepted). The Contractor shall use the furnished Walla Walla District title block border and seed files to match AEC CAD standard for all drawings with the appropriate firm name included within the title block.

b. Each drawing file shall be completely independent of any data in any other file, including fonts and shapes not included with the basic CAD software program utilized. Drawing files with external references or special fonts are not acceptable. All displayed graphic elements on all levels of the drawing file shall be part of the project drawing image. The drawing file shall not contain any graphic element that is not part of the drawing image.

c. Provide an index of drawings sheet in CAD as part of the drawing set, and an electronic list in Microsoft Excel of all drawings.

SECTION 01 33 00 Page 7

Include the electronic file name, the sheet reference number, the sheet number, and the sheet title, containing the data for each drawing.

d. Design drawings may be prepared more like shop drawings to minimize construction submittals after final designs are approved. Therefore, the Contractor is encouraged to prepare and submit with the design drawings, appropriate connection, fabrication, layout, and product specific drawings.

e. The Contractor-originated drawings will be used as the basis for the record drawings. Shop drawings included as design documents shall comply with the same drawing requirements such as drawing form, sheet size, layering, lettering, and title block used in design drawings.

f. All final Contractor-originated design drawings shall be signed, dated, and bear the seal of the registered architect or the registered engineer of the respective discipline. This seal shall be the seal of the Designer of Record for that drawing, and who is professionally registered for work in that discipline. Application of the electronic seal and signature accepts responsibility for the work shown thereon.

1.4.2 USACE CAD/BIM Technology Center

The USACE CAD/BIM Technology Center hosts all standard content for USACE.

This content can be accessed through the CAD/BIM Technology Center website, https://cadbimcenter.erdc.dren.mil .

1.5 PREPARATION

1.5.1 Transmittal Form

The attached sample transmittal form (ENG Form 4025) is in RMS and shall be completed in RMS 3.0 Contractor Mode. Use ENG Form 4025 for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form.

Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.5.2 Identifying Submittals

When submittals are provided by either the Prime Contractor or subcontractor, the Prime Contractor is responsible to prepare, review and stamp with Contractor's approval all specified submittals prior to submitting for Government approval.

Identify submittals, except sample installations and sample panels, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title, location, and date.

b. Contract number.

c. Date of the drawings and revisions.

SECTION 01 33 00 Page 8

d. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier Contractor associated with submittal.

e. Section number of the specification section by which submittal is required.

f. Submittal description (SD) number of each component of submittal.

g. When a resubmission, add a number suffix on submittal description, for example, submittal 18 would become 18.1, to indicate the resubmission.

h. Product identification and location in project.

The sequence of submission of drawings shall be such that all information is available for checking each drawing when it is received. Contract number and project shall be shown directly above the revision space on all drawings submitted. Drawing details and notes shall be of such quality and clarity and of sufficient definition and line weight as to permit sharp and totally legible scanning. All items shall be adequately identified to show where they will be used, and shall be referenced to applicable contract drawings and specification section.

All shop drawings submitted on a single transmittal (ENG form 4025) shall pertain to only one (1) specification section. Computed weights of all items shall be indicated on the shop drawings. Where drawings are submitted for either one (1) assemblies consisting of more than one (1) piece of equipment, or two (2) systems consisting of numerous components dependent one on the other for matching or compatible characteristics, complete information shall be submitted on all such related components at the same time.

1.5.3 Format For Electronic Submittals

The PDF file name of all submittals shall include the contract and transmittal number.

a. example: 19C0005 01 35 29.10 28-1 Item 1, 5

b. re-submittal example: 19C0005 01 35 29.10 28-1.1 Item 1, 5

All electronic submittals shall be in color and digitally searchable. All pages in the file shall be oriented so that no rotation or manipulation to view is needed.

1.5.4 Format for SD-02 Shop Drawings

All shop drawings prepared by the Contractor for this contract shall be formatted to American National Standards Institute (ANSI D).

a. All shop drawings shall have a title block prepared by the Contractor independent of any Contract Drawing. Include a revision block.

b. Title block shall include project title, sheet description, sheet number, contract number and issue date.

SECTION 01 33 00 Page 9

c. Revision block shall contain revision mark, revision description, date of revision.

d. Each Sheet shall have a unique number.

e. Each sheet shall have the Contractor Firm name on it.

f. CAD requirements for Shop Drawings include the following:

1. CAD file(s) meeting requirements of paragraph "CAD File Requirements" in this SECTION.

2. An Adobe .pdf copy of the corresponding CAD file(s). The pdfs and CAD files shall be identical.

3. Shop drawing format does not need to comply with A/E/C CAD and Graphic Standards.

1.5.4.1 Shop Drawing Submittals

Shop Drawing Submittals are required as follows:

1. As shown and specified in the plans and specifications during design and Construction.

2. As specified in SECTION 01 78 00.00 28 CLOSEOUT SUBMITTALS, paragraph FINAL SHOP DRAWINGS.

1.5.5 Format of SD-03 Product Data and SD-08 Manufacturer's Instructions

a. Present product data submittals for each section as required.

Include table of contents, listing page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product which is being submitted; indicate specification section number and paragraph number to which it pertains. Mark out all product data not pertaining to the product being submitted.

c. Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist.

Identify this material as developed specifically for project, with information and format as required for submission of SD-07 Certificates.

d. Provide all software code, user interfaces, logic and graphic information, manuals, documentation, etc. in English, only.

e. Provide product data in English dimensions. Where product data are included in preprinted catalogs with Metric units only, submit English dimensions on separate sheet.

f. Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal, military, industry and technical society publication references. Should manufacturer's data require supplemental information for clarification, submit as specified for SD-07 Certificates.

SECTION 01 33 00 Page 10

g. Where equipment or materials are specified to conform to industry and technical society reference standards of the organizations such as American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), and Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the KO. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

h. Collect required data submittals for each specific material, product, unit of work, or system into a single submittal. Mark the submittal to clearly indicate what choices, options, and portions of the product offering will be incorporated into the work. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of construction effort.

i. Submit manufacturer's instructions prior to installation.

1.5.6 Format of SD-04 Samples

a. Furnish samples in sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately same size as specified:

(1) Sample of Equipment or Device: Full size.

(2) Sample of Materials Less Than 2 by 3 inches built up to 8-1/2 by 11 inches.

(3) Sample of Materials Exceeding 8-1/2 by 11 inches: Cut down to 8-1/2 by 11 inches and adequate to indicate color, texture, and material variations.

(4) Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

(5) Sample of Non-Solid Materials: Pint. Examples of non-solid materials are sand and paint.

(6) Color Selection Samples: 2 by 4 inches. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified.