Attachment 1 - SPECIFICATIONS Revised Barnes Blvd Bridge McChord IFC 2024-02-21.pdf

Barnes Blvd (J84004)

Repair McChord Bridges

Issued for Construction

CONSTRUCTION CONTRACT # TBD

Specifications

Final Revisions and Ammended Feb 20, 2024

HDR Engineering, Inc.

929 108th Avenue NE, Suite 1300

Bellevue, WA 98004-4361

McChord Field Bridges Design

W912DW-18-D-1011

Issued for Construction

January 25, 2022

SEALS AND SIGNATURES - Page 1

SEALS AND SIGNATURES

Owner Name: U.S. Army Corps of Engineers Project Name: McChord Field Bridge Design Project or Contract Designation: W912DW19F2166 and W912DW17F2067 Engineer: HDR

Amy Dammarell (Jan 25, 202218:05 PST)

Expires 12-31-2023

I hereby certify that the portion of the Specifications described below was prepared by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of Oregon.

Amy S. Dammarell 01/25/2022

Specification divisions or sections covered by this seal:

Division 01 - General Requirements (excluding 01 45 35)

35 31 19.20 (Articulating Concrete Block Revetments) ueA11arewJ Lee Andrews (Jan 26, 2022 08:30 PST)

I hereby certify that the portion of the Specifications described below was prepared by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of

Washington.

F. Lee Andrews 01/25/2022

Specification divisions or sections covered by this seal:

01 45 35 (Special Inspections)

Division 02 - Existing Conditions

Division 03 - Concrete

Division 05 - Metals

Division 10 - Specialties

31 43 13.13 (Concrete Pressure Grouting)

31 63 16 (Augured Cast-In-Place Piles)

32 31 13.53 (High Security Fence)

32 32 23.13 (Segmental Concrete Block Retaining Wall)

35 20 16.55 (Security Grate with Slide Lift Grate)

4era/J A 8w (ferald A Bibee (Jan 25, 2022 19:13 PST)

I hereby certify that the portion of the Specifications described below was prepared by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of

Washington.

Gerald A. Bibee 01/25/2022

Specification divisions or sections covered by this seal:

33 40 00 (Storm Drainage Utilities)

Issued for Construction

January 25, 2022

SEALS AND SIGNATURES - Page 2

I hereby certify that the portion of the Specifications described below was prepared by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of Idaho.

John David Singleton 01/25/2022

Specification divisions or sections covered by this seal:

31 00 00 (Earthwork)

31 11 00 (Clearing and Grubbing)

32 11 23 (Aggregate Base Courses)

32 12 13 (Bituminous Tack and Prime Coats)

32 12 16.16 (Road-Mix Asphalt Paving)

32 15 00 (Aggregate Surfacing)

32 16 19 (Concrete Curbs, Gutters and Sidewalks)

32 17 23 (Pavement Markings)

34 71 13.16 (Vehicle Crash Barriers)

I hereby certify that the portion of the Specifications described below was prepared by me or under my direct supervision and that I am a duly registered Licensed Landscape Architect under the laws of the State of

Washington.

Graham Golbuff 01/25/2022

Specification divisions or sections covered by this seal:

32.05.33 (Landscape Establishment)

32.84.24 (Irrigation Sprinkler Systems)

32.92.19 (Seeding)

32.93.00 (Exterior Plants)

I hereby certify that the portion of the Specifications described below was prepared by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of

Washington.

J. Michael Starling 01/25/2022

Specification divisions or sections covered by this seal:

33 71 02 (Underground Electrical Distribution)

I hereby certify that the portion of the Specifications described below was prepared by me or under my direct supervision and that I am a duly registered Control Systems Engineer under the laws of the State of

Nebraska.

Christopher John Maras 01/25/2022

Specification divisions or sections covered by this seal:

25 05 11 (Cybersecurity for Facility Related Control Systems)

Issued for Construction

January 25, 2022

SEALS AND SIGNATURES - Page 3

David Stephenson David Stephenson (Jan 26, 2022 08:38 CST)

I hereby certify that the portion of the Specifications described below was prepared by me or under my direct supervision and that I am a duly

Registered Communications Distribution Designer under BICSI standards.

David W. Stephenson 01/25/2022

Specification divisions or sections covered by this seal:

33 82 00 (Telecommunications Outside Plant (OSP))

Manmith R Kunduru (Jan 25, 2022 21:26 PST)

I hereby certify that the portion of the Specifications described below was prepared by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of

Washington.

Manmith Reddy Kunduru 01/25/2022

Specification divisions or sections covered by this seal:

26 60 14 (Traffic Signal System)

I hereby certify that the portion of the Specifications described below was prepared by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of California.

Mark H. Stanley 01/25/2022

Specification divisions or sections covered by this seal:

31 62 23.13 (Concrete Filled Steel Piles)

END OF SECTION

Issued for Construction

January 25, 2022

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 STATEMENT OF WORK

01 14 10 SUPPLEMENTARY REQUIREMENTS FOR JOINT BASE LEWIS-MCCHORD

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 56 00 CARE AND DIVERSION OF WATER

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 03 - CONCRETE

03 01 00 REHABILITATION OF CONCRETE

03 45 33 PRECAST PRESTRESSED STRUCTURAL CONCRETE

03 70 00 MASS CONCRETE

DIVISION 05 - METALS

05 05 20.00 27 POST-INSTALLED CONCRETE AND MASONRY ANCHORS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 50 14 STRUCTURAL METAL FABRICATIONS

05 50 16 PREFABRICATED STEEL BRIDGE

05 52 00 METAL RAILINGS

DIVISION 10 - SPECIALTIES

10 14 53 TRAFFIC SIGNAGE

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.01 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS - TCS

DIVISION 26 - ELECTRICAL

26 60 14 ILLUMINATION, TRAFFIC SIGNAL SYSTEM, AND ELECTRICAL

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 43 13.13 CONCRETE PRESSURE GROUTING

31 62 23.13 CONCRETE-FILLED STEEL PILES

SOW attachments

Issued for Construction

January 25, 2022

PROJECT TABLE OF CONTENTS Page 2

31 63 16 AUGERED CAST-IN-PLACE PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK COAT

32 12 16.16 ROAD-MIX ASPHALT PAVING

32 15 00 AGGREGATE SURFACING

32 16 19 CONCRETE CURBS, GUTTERS, RAMPS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY FENCES (CHAIN LINK AND ORNAMENTAL) AND GATES

32 32 23.13 SEGMENTAL CONCRETE BLOCK RETAINING WALL

32 84 24 IRRIGATION SPRINKLER SYSTEMS

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 34 - TRANSPORTATION

34 71 13.16 VEHICLE CRASH BARRIERS

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 16.55 SECURITY GRATE WITH LIFT SLIDE GRATE

35 31 19.20 ARTICULATING CONCRETE BLOCK REVETMENTS

-- End of Project Table of Contents --

W912DW-18-D-1011 January 25, 2022

01 11 00 - ATTACHMENT A

• Barnes Blvd Bridge - PSE Conceptual Pipeline Relocation Plan 9.16.2021

SECTION 01 11 00 - ATTACHMENT A

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CONSTRUCTION NOTES:

1. EXISTING LUMEN BURIED TELECOMS TO BE

RELOCATED BY LUMEN DURING THE PROJECT.

2. EXISTING DISTRIBUTION POWER SYSTEM TO BE

RELOCATED PRIOR TO CONSTRUCTION.

3. EXISTING OVERHEAD COMCAST SYSTEM TO BE

RELOCATED BY COMCAST.

4. NATURAL GAS LINES TO BE RELOCATED BY PSE

AFTER CONSTRUCTION OF THE UTILITY BRIDGE.

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W912DW-18-D-1011 January 25, 2022

01 11 00 - ATTACHMENT B

• Lumen Relocation Plan 100%

SECTION 01 11 00 - ATTACHMENT B

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Randy Walton Text Box Barnes Bridge replacement

Randy Walton Text Box US Army Corps of Engineers

Randy Walton Text Box Tacoma, WA / JBLM

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Existing Facilities Conflict Mitigation Action (Proposed Facilities) Additional Information Needed/Notes

Chelsea Cohen Text Box Estimated % Design Drawings: 100%

Jurisdiction File Name:

Received file from Jurisdiction Date: 5-31-22

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PROJECT LOCATION

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FOR REFERENCE ONLY

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NOTES:

ALL EXISTING AND PROPOSED CONDITIONS ARE BASED ON INFORMATION PROVIDED BY OTHERS. LUMEN CANNOT BE RESPONSIBLE FOR THE ACCURACY OF INFORMATION AND/OR PLANS PROVIDED BY OUTSIDE PARTIES. FACILITY LOCATIONS, DEPTHS AND ELEVATIONS SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION.

PROPOSED DESIGN MODIFICATIONS ARE RECOMMENDATIONS ONLY AND SHOULD BE VERIFIED PRIOR TO CONSTRUCTION.

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INDEX OF SHEETS

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LOCATION MAP

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NOT TO SCALE

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DATE: 12-5-22

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REV. DATE DESCRIPTION

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1 12-5-22 100% RELOCATION PLAN ISSUED

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CTL JOB: N.734545

GEO CODE:

WC CLLI: TACMWAJU

ENGINEER: JAMES MENIFEE

PHONE: 765-615-2071

EMAIL: JAMES.MENIFEE@LUMEN.COM

CPA: DAVID MONGOMERY

PHONE: 253-221-0192

EMAIL: DAVID.MONTGOMERY@LUMEN.COM

mmusacchio Image pstevens Text Box TT Eng: Phil Stevens Phone: 360-970-4902 E-mail: pstevens@terratechllc.net

TT #: WACL20.70167

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0.0015 sf

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ct. Count

pr. Pair pp Pending Placement

ug. Underground

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EXISTING STEAM VAULT

UTILITY BRIDGE

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EXISTING MH206 TO REMAIN. ADJUST

COLLAR/LID FOR FINAL GRADING.

STA 15+89.73, 28.7' LT

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0 30' 60'

PLAN

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N

GENERAL NOTES

1. CONTRACTOR TO COORDINATE RELOCATION OF

ALL UTILITIES.

2. EXISTING LUMEN BURIED TELECOMS TO BE

RELOCATED BY LUMEN DURING THE PROJECT.

3. EXISTING DISTRIBUTION POWER SYSTEM TO BE

RELOCATED BY CITY LIGHT AND POWER PRIOR TO

CONSTRUCTION.

4. EXISTING OVERHEAD COMCAST SYSTEM TO BE

RELOCATED BY COMCAST.

5. NATURAL GAS LINES TO BE RELOCATED BY PUGET

SOUND ENERGY (PSE) AFTER CONSTRUCTION OF

THE UTILITY BRIDGE. GAS LINES ARE TO BE

PROTECTED IN PLACE UNTIL PSE RELOCATIONS

ARE COMPLETE.

0 30' 60'

CONSTRUCTION SEQUENCING NOTES

THIS IS A GENERAL SEQUENCING PLAN. CONTRACTOR TO DEVELOP DETAILED

PLAN WITH INPUT FROM UTILITY OWNERS.

1. NEW UTILITY POLES AND OVERHEAD POWER INSTALLED.

2. COMCAST CCTV RELOCATED TO NEW UTILITY POLES.

3. EXISTING UTILITY POLES AND OVERHEAD LINES REMOVED.

4. UTILITY BRIDGE CONSTRUCTION.

5. PSE RELOCATES GAS LINES.

6. CONTRACTOR INSTALLS VAULTS AND CONDUITS FOR NEC OUTSIDE

PLANT.

7. CONTRACTOR INSTALLS CONDUITS FOR LUMEN.

8. CONTRACTOR CONVERTS NEC TELECOMS TO NEW VAULTS AND

CONDUITS.

9. LUMEN INSTALLS NEW TELEPHONE.

10. ALL ABANDONED UTILITIES REMOVED BY CONTRACTOR AS NECESSARY

FOR BRIDGE AND ROADWAY CONSTRUCTION.

SHEET KEYNOTES

1. 6" NATURAL GAS PIPELINE TO BE PROTECTED.

2. 4" NATURAL GAS PIPELINE TO BE ABANDONED BY

OTHERS.

3. 2" NATURAL GAS PIPELINE TO BE PROTECTED.

4. 2" NATURAL GAS PIPELINE TO BE ABANDONED BY

OTHERS.

5. 8" NATURAL GAS PIPELINE BY OTHERS.

6. 4" NATURAL GAS PIPELINE BY OTHERS.

7. 2" NATURAL GAS PIPELINE BY OTHERS.

8. CONNECT TO EXISTING GAS PIPELINE BY OTHERS.

9. EXISTING BURIED TELEPHONE TO BE PROTECTED.

10. EXISTING BURIED TELEPHONE TO BE REMOVED.

11. BURIED TELEPHONE BY OTHERS.

12. TELEPHONE VAULT BY OTHERS.

13. 2-4" TELEPHONE CONDUIT FOR TELEPHONE.

14. UTILITY POLE TO BE REMOVED BY OTHERS.

15. UTILITY POLE TO BE PROTECTED.

16. UTILITY POLE BY OTHERS.

17. OVERHEAD LINE(S) TO BE REMOVED BY OTHERS.

18. EXISTING STEAM SYSTEM TO BE PROTECTED IN

PLACE. SEE C105 FOR PLAN AND C107 FOR DETAIL.

19. 4-4" CONDUITS FOR NEC.

20. 6'X10'X6' ACCESS VAULT FOR NEC.

21. CONNECT TO EXISTING VAULT.

22. EXISTING UNDERGROUND POWER TO BE

PROTECTED.

23. EXISTING POWER VAULT TO BE PROTECTED.

4 IN 1

PSE 8" HP GAS 5

MH 205

STA 14+86.01,

94.7' LT

10 10

STA 15+99.52, 97.3' LT

PSE 4" IP GAS 6

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ASPHALT

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to be placed by USACE will not be completed as shown. No new support facilities will be installed for Lumen as part of this bridge project.

pstevens PolyLine pstevens Text Box this section of 400pr will be abandoned in place.

pstevens Text Box abandon 400pr buried copper pstevens PolyLine pstevens Text Box turn-down / decommission and remove RT cabinets pstevens PolyLine pstevens Text Box the direct buried 900pr copper cable will be abandoned in place for demolition by contractor as needed to accommodate SD (2 locations) pstevens PolyLine pstevens PolyLine pstevens Text Box 900pr buried copper pstevens PolyLine pstevens Rectangle pstevens Line pstevens Line pstevens Line pstevens Line pstevens Rectangle pstevens Line pstevens Line pstevens Line pstevens Line pstevens Text Box the 900pr buried cable will be abandoned in place for potential demolition by contractor as needed for new wing wall.

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Issued for Construction

January 25, 2022

SECTION 01 14 10 - Page 1

SECTION 01 14 10

SUPPLEMENTARY REQUIREMENTS FOR JOINT BASE LEWIS-MCCHORD

PART 1 GENERAL

1.1 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 380-49 (2013) Industrial Security Program

AR 380-67 (2014) Personnel Security Program

U.S. DEPARTMENT OF DEFENSE (DOD)

NISPOM DOD 5220.22-M (2006) National Industrial Security

Program Operating Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

32 CFR 655 Radiation Sources on Army Land

1.2 DEFINITIONS

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

"SUPPLEMENTARY REQUIREMENTS" shall be read to pertain to any of the sections of DIVISION 01 - GENERAL REQUIREMENTS as required by the content of the section or paragraph containing the reference.

1.3 PERMITS OBTAINED BY GOVERNMENT AND CONTRACTOR RESPONSIBILITIES

It will be the responsibility of the Contractor to obtain all other permits/licenses required for this project. See the Contract Clause

Paragraph entitled PERMITS AND RESPONSIBILITIES.

1.4 PROTECTION OF GOVERNMENT PROPERTY

In addition to requirements of the CONTRACT CLAUSES, protect all

Government property within the buildings in which the Contractor is working, except for such property as is required to be demolished.

Property which is to be demolished shall be protected until its scheduled demolition time. Protection shall include, but not be limited to, protection from construction generated dust, debris, water, and vibration.

1.5 COMMERCIAL VEHICLE ACCESS TO JOINT BASE LEWIS-MCCHORD

Procedures for commercial vehicle access to Joint Base Lewis-McChord are subject to change without prior notice. The following requirements apply.

Issued for Construction

January 25, 2022

SECTION 01 14 10 - Page 2

a. Unless the Contractor voluntarily participates in the Automated

Installation Entry (AIE) Gate Program, commercial vehicle access to

Joint Base Lewis-McChord will be allowed only at the Logistics Center

Gate (Exit 122B from I-5) and through the Integrity Commercial Vehicle

Inspection Point on JBLM-North. Both gates are open Monday through

Friday, excluding federal holidays. These gates will be open for inbound commercial vehicle access and inspection between 0530 hours and 2100 hours. These gates are closed on weekends (Saturdays and

Sundays) and federal holidays. On Saturdays, Sundays and federal holidays, commercial vehicles must use the Madigan Gate (Exit 122A from I-5). Madigan Gate is open 24 hours per day everyday. A visitor pass must be obtained. All commercial vehicles will be searched. The

Contractor should anticipate delays in getting commercial vehicles on post. The Contractor must also allow additional time for commercial vehicles to reach their destination by driving through Joint Base

Lewis-McChord.

1. If the commercial vehicle is carrying a load of cement concrete or hot asphalt concrete for delivery, the driver shall notify the gate guard as soon as possible and request that the vehicle be given priority for being searched; however, the Government does not guarantee that the vehicle will be given priority.

b. If the Contractor participates in the AIE Gate Program, Contractor vehicles may enter the installation through any AIE gate lane except at Force Protection Level Charlie or Delta. During Force Protection

Level Charlie or Delta, all Contractor vehicles must enter through the

Logistics Center gate or, if the Logistics Center Gate is closed, through the Madigan Gate. All passengers in the Contractor vehicle must have a AIE identification card; otherwise, the Contractor vehicle must enter through the Logistics Center Gate or the Madigan Gate, as appropriate and obtain visitor passes. Once the AIE Gate Program is fully implemented, gate lanes will be at the Main (Liberty) Gate, the

East Gate, the DuPont Gate, the Logistics Center Gate, the Madigan

Army Medical Center Gate, and the JBLM-North Gate. Use only those lanes specifically marked as AIE lanes.

1.6 IDENTIFICATION OF EMPLOYEES AND MILITARY REGULATIONS

1.6.1 Compliance with Regulations

The Contractor shall be responsible for compliance with all regulations and orders of the Commanding Officer of the Military Installation, respecting identification of employees, movements on installation, parking, truck entry, and all other military regulations which may affect the work.

1.6.2 Specific Requirement for Vehicle Registration

The Commanding Officer of Joint Base Lewis-McChord, Washington, has initiated the following specific requirement regarding vehicle registration for this contract:

a. Contractors performing work on Joint Base Lewis-McChord shall, after award, register all vehicles to be used on the installation with the

Vehicle Registration Section of the Law Enforcement Command.

Contractor employees entering the installation in privately owned vehicles (POVs) shall also register their vehicles. A copy of contract award, proof of liability insurance, current driver's license

Issued for Construction

January 25, 2022

SECTION 01 14 10 - Page 3 and state vehicle registration shall be required to register

Contractor, Subcontractor, and employee vehicles.

b. Upon completion of the contract, it shall be the prime Contractor's responsibility to collect all vehicle decals issued under the contract including those issued to employees and Subcontractors. Decals are to be carefully removed from the vehicle, placed in an envelope and attached to the original documentation (i.e., post vehicle registration document) received with the decal. Decals, with documentation, must be returned to Vehicle Registration, Building

2140. Proof of decal clearance for all vehicles registered under this contract will be issued to the prime Contractor and shall be returned to the Contracting Officer prior to final payment.

c. In the event of contract extension, it shall be the prime Contractor's responsibility to report time extension to Vehicle Registration, with evidence of same. For further information, contact Vehicle

Registration at Waller Hall, Building 2140, Telephone: (253) 967-5065, Joint Base Lewis-McChord, Washington 98433-9500.

1.6.3 Employee Access and Identification

a. Each employee who requires access to Joint Base Lewis-McChord to perform work under any contract, at any tier, must obtain either an

AIE identification badge or a visitor's pass to obtain access to Joint

Base Lewis-McChord. An AIE identification badge will only be issued to an employee, at any tier, if the employee requires access to Joint

Base Lewis-McChord more than twice per week. Contractor employees, at any tier, who require access to Joint Base Lewis-McChord twice per week or less often or who do not participate in the AIE Gate Program shall obtain a visitor's pass at the Main (Liberty) Gate or the

Logistics Center Gate. The visitor's pass will be issued for a maximum of 30 days at a time. The cost of the AIE identification card shall be borne by the Contractor.

b. If an employee no longer needs an identification badge for any reason

(e.g., quits his/her job or no longer performs work under the contract), return the identification badge to Eid within two calendar days of such change. If the identification badge cannot be returned within the required time frame for any reason, immediately notify both

Eid and the Contracting Officer verbally, followed up in writing the next work day. An employee's inability to obtain entrance to a

Government installation because he/she does not have the required identification badge or visitor's pass shall not excuse timely performance of the requirements of this contract. Eid or the

Government may change the location at which identification badges are issued or returned, with or without advance notice to the Contractor.

Any such changes shall not be a basis for adjusting the contract price under any clause of this contract.

c. AIE identification badges shall not be reproduced or copied by the

Contractor, its Subcontractors, or their employees. If an employee's identification badge is lost, stolen, or reproduced, verbally report the loss, theft, or reproduction to both Eid and the Contracting

Officer on the day such loss, theft, or reproduction is discovered, followed by a written report of the circumstances to both Eid and the

Contracting Officer within one calendar day after the loss, theft, or reproduction is discovered.

Issued for Construction

SECTION 01 14 10 - Page 4

d. Each Contractor employee shall wear the AIE identification badge while performing work under the contract. The identification badge shall be worn on the upper front of the outer garment unless precluded by OSHA regulation(s). The identification badge shall not be used for access to any Government installation except for performance of work under the contract for which it was issued.

e. Upon expiration or termination of the contract, collect all identification badges and turn them in to Eid. The final invoice will not be considered proper for purposes of the Prompt Payment Act (FAR

52.232-25 or FAR 52.212-4(i)) until all identification badges have been accounted for.

1.6.4 Compliance with Rules, Regulations, and Statutes

All Contractor employees shall observe and comply with all applicable local, State, and Federal rules, regulations, and statutes including those concerning fire, safety, sanitation, security, vehicle safety, and hazardous material handling.

1.6.5 Work Hours

Work hours in the construction area shall be restricted to 7:30 a.m. to

4:30 p.m. daily, Monday through Friday, excluding Federal holidays. Work hours other than as specified above shall be coordinated with and approved by the Contracting Officer.

1.6.6 Firearms

Contractor personnel while performing work under this contract shall not carry any firearms. Firearms and other personal weapons are prohibited at

Joint Base Lewis McChord.

1.6.7 Entrance Denial by Military Police

Contractor employees may be denied entry to the Installation by Military

Police if it is determined that such entry may be contrary to good order, discipline, or the security of the Installation.

1.7 Base Design Standards

Ensure that this project is constructed in compliance with the following design standards:

a. Fort Lewis Installation Design Guide (October 2007)

b. Joint Base Lewis-McChord Guide to Green Procurement for Construction

1.8 SUPPLEMENTAL ANTITERRORISM/OPERATIONS SECURITY REQUIREMENTS

The Contractor shall be responsible for compliance with all applicable

Antiterrorism/Operations Security Items as outlined below.

1.8.1 AT Level 1 Training

All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities and controlled access areas shall complete AT Level 1 awareness training within 30 calendar days after contract start date. Submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR within 5

Issued for Construction

SECTION 01 14 10 - Page 5 calendar days after completion of training by all employees and subcontractor personnel. AT Level 1 awareness training is available at the following website: https://atlevel1.dtic.mil/at.

1.8.2 Access and General Protection/Security Policy and Procedures

Contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the

Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

Contractor and all associated sub-contractors 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 installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

1.8.3 iWATCH Training

The contractor and all associated subcontractors shall brief all employees on the local iWATCH program (training standards will be provided by the requiring activity Antiterrorism Officer(ATO)). This local developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR.

This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 45 calendar days after contract award.

1.8.4 Access to Government Information Systems

All contractor employees with access to a government info system must be registered in the ATCTS (Army Training Certification Tracking System) at commencement of services, and must successfully complete the DOD

Information Assurance Awareness prior to access to the information systems and then annually thereafter.

1.8.5 OPSEC Standing Operating Procedure/Plan

Develop an OPSEC Standing Operating Procedure (SOP)/Plan within 90 calendar days of contract award, to be reviewed and approved by the responsible Government OPSEC officer, per AR 530-1, Operations Security.

This SOP/Plan will include the government's critical information, why it needs to be protected, where it is located, who is responsible for it, and how to protect it. In addition, identify an individual who will be an

OPSEC Coordinator. The contractor will ensure this individual becomes

Issued for Construction

January 25, 2022

SECTION 01 14 10 - Page 6

OPSEC Level II certified per AR 530-1.

1.8.6 OPSEC Training

All new contractor employees will complete Level I OPSEC Training within

30 calendar days of their reporting for duty. Additionally, all contractor employees must complete annual OPSEC awareness training.

Submit certificates of completion for each affected contractor and subcontractor employee to the COR or to the contracting officer (if a COR is not assigned) within 5 calendar days after completion of training.

OPSEC awareness training is available at the following websites:

https://www.iad.gov/ioss/ or http://www.cdse.edu/catalog/operations-security.html or it can be provided by the RA OPSEC Officer in presentation form which will be documented via memorandum.

1.8.7 Information Assurance (IA)/Information Technology (IT) training

All contractor employees and associated subcontractor employees must complete the DoD IA awareness training before issuance of network access and annually thereafter. All contractor employees working IA/IT functions must comply with DoD and Army training requirements in DoD 8570.01, DoD

8570.01-M and AR 25-2 within six months of employment.

1.8.8 Information Assurance (IA)/Information Technology (IT) certification

Per DoD 8570.01-M , DFARS 252.239.7001 and AR 25-2, the contractor employees supporting IA/IT functions shall be appropriately certified upon contract award. The baseline certification as stipulated in DoD 8570.01-M must be completed upon contract award.

1.8.9 Handling or Access to Classified Information

Comply with FAR 52.204-2, Security Requirements. This clause involves access to information classified "Confidential," "Secret," or "Top Secret" and requires contractors to comply with (1) The Security Agreement (DD

Form 441), including the National Industrial Security Program Operating

Manual (DoD 5220.22-M); any revisions to DOD 5220.22-M, notice of which has been furnished to the contractor.

1.8.10 Escort in Sensitive or Restricted Areas

All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas. The contractor will coordinate with the COR and/or the facility security office for access when required.

1.8.11 Contractor Company Facility Clearance

The Prime Contractor Company must have a Facility Clearance (FCL) at the appropriate level in accordance with the NISPOM DOD 5220.22-M and AR 380-49 prior to the start of the contract awarded period of performance.

Contractor personnel performing work under this contract must have the required security clearance, per AR 380-67, at the appropriate level at the start of the period of performance. Security Clearances and FCL requirements are required to be maintained for the life of the contract in accordance with the DD254 attached to the contract. If no FCL, the supporting Government Contracting Activity will sponsor the Prime http://www.iad.gov/ioss/ http://www.cdse.edu/catalog/operations-security.html

Issued for Construction

January 25, 2022

SECTION 01 14 10 - Page 7

Contractor Company in obtaining the FCL.

1.8.12 Flight Line Photography

No persons are allowed to take photography in/around the Perimeter Road site, or of the McChord Airfield flight line without proper approvals.

See 01 30 00 ADMINISTRATIVE REQUIREMENTS.

1.9 RADIATION PERMIT APPLICATION (RPA)

A Radiation Permit is required to use, store, or possess ionizing radiation sources on Federal installations in accordance with 32 CFR 655.

An RPA shall be reviewed by the Radiation Protection Officer (RPO) and approved via the Contracting Officer. Remove all permitted sources from installation by the end of the permitted period. RPA shall specify start and stop dates for the Radiation Permit and describe the intended use of the radioactive material. For sealed sources, an affirmation that leak test requirements are current shall be included in the RPA.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

McChord Field Bridges Design Issued for Construction

Revised Sept 13, 2022

Section 01 22 00.00 10 - Page 1

PART 1 GENERAL

1.1 GENERAL INFORMATION

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

Payment items for the work of this Contract for which payments will be made are listed in the bid schedule and described below. The Contract price for each item shall constitute full compensation for furnishing all plant, labor, materials, appurtenances, and incidentals and performing all operations necessary to construct and complete the items in accordance with these specifications and the applicable drawings, including surveying performed by the Contractor. The Contractor shall be responsible for transporting and disposal of all construction waste off-site.

All costs for items of work, which are not specifically mentioned to be included in a particular payment item, shall be included in the listed job item most closely associated with the work involved. Work paid for under one item will not be paid for under any other item. No separate payment will be made for the work, services, or operations required by the

Contractor, as specified in DIVISION 1, GENERAL REQUIREMENTS, to complete the project in accordance with these specifications; all costs thereof shall be considered as incidental to the work. No payment will be made for repair of damage resulting from Contractor operations.

1.2 MEASUREMENT GUIDELINES

1.2.1 Job Items

Items measured as a "job" will be measured for payment as a complete job in the locations indicated. Unless the payment item paragraph makes a specific exception of any item, incidental items will not be measured under any other item even though there is another listing for the work or material.

1.3 BASE ITEMS (LUMP SUM OR CUBIC YARDS AS NOTED IN THE BID SCHEDULE)

Payment items for the work of this Contract for which Contract lump sum payments will be made are described below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

Progress payments for CLINs will be made in accordance with the Payments

Under Fixed-Price Construction Contracts clause of SECTION 00700 CONTRACT

CLAUSES in Volume 1. Provide a list of pay activities, (Schedule of Values) to breakdown bid for each lump sum CLIN. Within 20 calendar days after receiving Notice to Proceed, submit Schedule of Values for Government approval. An unbalanced Schedule of Values and Pay Activity Schedule will be returned for revision. If this Contract contains either the Continuing

Contracts clause or the Continuing Contracts (Alternate) clause, the

Section 01 22 00.00 10 - Page 2

Contractor should take into account the amount reserved for Contract payments when preparing the construction schedule.

1.3.1 CLIN 0001: Barnes Blvd (J84004) Heavy Metal and Petroleum Soil

Testing

Payment will be made for costs associated with testing of soil associated with roadway, channel and/or abutment excavation. Work shall include, but is not limited to, furnishing all materials and labor to test potentially contaminated soils for heavy metals and petroleum as required under the specification.

1.3.2 CLIN 0002: Barnes Blvd (J84004) PFAS Soil Testing

Payment will be made for costs associated with testing of soil associated with roadway, channel and/or abutment excavation. Work shall include, but is not limited to, furnishing all materials and labor to test potentially contaminated soils for Per- and Polyfluoroalkyl Substances (PFAS) contamination as required under the specification.

1.3.3 CLIN 0003: Barnes Blvd(J84004) Demonstration Test Piles

Payment will be made for costs associated with manufacturing, installation, and testing of demonstration piles (i.e., non-production piles).

1.3.4 CLIN 0004: Barnes Blvd (J84004) Stream Crossing Repair

Payment will be made at the contract price for CLIN 0004. Payment will be made for costs associated with operations necessary for construction of the

Barnes Blvd Bridge as shown in (Drawing Reference). Work shall include, but not be limited to, demolition, earthwork and embankments, bridge foundation and superstructure installation, utility bridge foundation and superstructure, roadwork, rerouting of JBLM telecommunications by installing new fiber optic cable pathways, private utility coordination and/or relocation, traffic signal, signing, preparation of record drawings, inspection load rating, analysis seeding and planting.

The bridge super structure and substructure and roadway includes the bridge deck, concrete end walls, concrete piling, guard rails, and all appurtenances and assemblies needed to provide a complete and functional installation. Roadway work includes structural backfill, compaction, paving base courses, milling existing asphalt pavement, asphalt paving, and striping.

The repair/installation of sidewalk and curb on the west side of Barnes

Boulevard is included under CLIN 0004.

1.3.5 CLIN 0005: Barnes Blvd (J84004) Excess Soil Excavation, Haul and

Placement on JBLM (Joint Base Lewis McChord)

Payment will be made for costs associated with excavation and removal of tested soil associated with roadway, channel and/or abutment excavation.

Work shall include, but is not limited to, furnishing all materials and labor to temporarily stockpile(s), weatherproof protective covering and under covering and disposal of approved soils at a designated JBLM borrow location. The unit of measure shall be Cubic Yards (CY)of soil

Section 01 22 00.00 10 - Page 3 moved and managed at the approved location on JBLM (Joint Base Lewis

McChord).

1.3.6 CLIN 0006: Barnes Blvd (J84004) Telecom Cabling

Payment will be made for costs associated with cabling material and installation of specified fiber optic strands, splices, OSP copper and completing OSP testing allowance as well as coordination with JBLM telecom.

Cabling pathways are under CLIN 0004.

1.3.7 CLIN 0007 Barnes Blvd (J84004) New Sidewalks

Payment will be made for cost of materials and installation of new curb and sidewalks on the east side of Barnes Boulevard. The repair/installation of sidewalk and curb on the west side of Barnes Boulevard is included under

CLIN 0004.

1.3.8 CLIN 0008 Barnes Blvd (J84004) PFAS Groundwater Treatment and Testing

Payment will be made for costs associated with dewatering for excavation that may result in subsurface and/or groundwater extraction. Work shall include, but is not limited to, furnishing all materials and labor for groundwater interception, PFAS treatment, testing, and discharge of treated water.

1.3.9 CLIN 0009 Barnes Blvd (J84004) PFAS and/or Heavy Metal and/or Petroleum Contaminated Soil Disposal Requiring Permitted Subtitle C

Legal Landfill off JBLM (Joint Base Lewis McChord). Assumed 25% PFAS and 75% Heavy Metal and/or Petroleum contamination of…