Beale MDOC Draft Specification.pdf

MULTI-DOMAIN OPERATIONS COMPLEX

Beale AFB, CA

Contract Number: W912DQ-21-D-4013

Task Order Number: W91238-23-F-0005

Modification P00002

Project Number: P2#506107; BAEY202004

Program Year: FY2025

DFN: 131-25-1396

Spec #2545

DESIGN-BUILD RFP

SPECIFICATIONS

May 29, 2024

USCB703456

Text Box

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Multi-Domain Operations

Complex Beale AFB, CA

PROJECT TABLE OF CONTENTS Page 2

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 41 08/21, CHG 3: 07/23 GENERAL REQUIREMENTS

01 10 10 SPECIFIC TECHNICAL AND ENGINEERING

& DESIGN CRITERIA

01 10 10.01 41 08/21, CHG 1: 07/23 DESIGN REQUIREMENTS - GENERAL

01 10 10.03 41 08/21, CHG 9: 11/22 DESIGN REQUIREMENTS - CIVIL

01 10 10.04 41 08/21, CHG 10: 11/22 DESIGN REQUIREMENTS - LANDSCAPE

ARCHITECTURE

01 10 10.05 41 08/21, CHG 3: 09/23 DESIGN REQUIREMENTS - GEOTECHNICAL

01 10 10.06 41 08/21, CHG 2: 02/23 DESIGN REQUIREMENTS - STRUCTURAL

01 10 10.07 41 08/21, CHG 10: 11/22 DESIGN REQUIREMENTS - ARCHITECTURAL

01 10 10.08 41 08/21, CHG 9: 11/22 DESIGN REQUIREMENTS - INTERIOR DESIGN

01 10 10.09 41 08/21, CHG 10: 11/22 DESIGN REQUIREMENTS - MECHANICAL

01 10 10.10 41 08/21, CHG 4: 03/23 DESIGN REQUIREMENTS - ELECTRICAL

01 10 11 FUNCTIONAL DESIGN CRITERIA ROOM BY

ROOM REQUIREMENTS

01 11 00 02/24 SUMMARY OF WORK

01 14 00 11/22, CHG 1: 02/23 WORK RESTRICTIONS

01 20 00.00 41 11/20, CHG 2: 02/23 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20, CHG 3: 08/23 ADMINISTRATIVE REQUIREMENTS

01 31 20 05/22 PROJECT TECHNICAL DATA MANAGEMENT AND

VISUALIZATION

01 32 01.00 41 02/15, CHG 7: 10/23 PROJECT SCHEDULE

01 33 00 08/18, CHG 8: 11/23 SUBMITTAL PROCEDURES

01 33 16.00 10 05/16 DESIGN DATA (DESIGN AFTER AWARD)

01 33 23.33 08/18, CHG 1: 02/21 AVIATION FUEL SYSTEM SPECIFIC

SUBMITTAL REQUIREMENTS

01 33 29 02/21 SUSTAINABILITY REQUIREMENTS AND

REPORTING

01 35 13 11/20, CHG 1: 02/22 SPECIAL PROJECT PROCEDURES

01 35 26.00 41 11/20, CHG 7: 09/23 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00.00 41 08/23, CHG 2: 02/24 QUALITY CONTROL

01 45 00.15 41 11/16, CHG 4: 11/23 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 45 35 11/20 SPECIAL INSPECTIONS

01 50 00.00 41 11/20, CHG 10: 09/22 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 56 34.00 41 04/00, CHG 02: 12/22 AIRPORT SECURITY, SAFETY, AND

OPERATING REGULATIONS

01 57 19.00 41 12/18, CHG 7: 01/24 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23.00 41 09/15, CHG 5: 3/23 TEMPORARY STORM WATER POLLUTION CONTROL

01 58 00 08/19, CHG 5: 08/22 PROJECT IDENTIFICATION

01 71 10.00 41 05/10, CHG 1: 04/23 MOBILIZATION AND DEMOBILIZATION

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00.00 41 05/19, CHG 8: 04/23 CLOSEOUT SUBMITTALS

01 78 23.00 41 08/15, CHG 1: 05/23 OPERATION AND MAINTENANCE DATA

01 78 24.00 41 05/23, CHG 3: 05/23 FACILITY DATA REQUIREMENTS

01 91 00.15 05/23, CHG 2: 11/23 BUILDING COMMISSIONING

01 91 19 05/2023 BUILDING ENCLOSURE COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 [DEMOLITION][ AND ][DECONSTRUCTION]

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

PROJECT TABLE OF CONTENTS Page 3

AND MERCURY

02 85 00 MOLD REMEDIATION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 05 20.00 27 POST-INSTALLED CONCRETE AND MASONRY ANCHORS

05 05 23.13 10 ULTRASONIC INSPECTION OF WELDMENTS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 27 36 SPRAY FOAM AIR BARRIERS

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 33 13 COILING COUNTER DOORS

08 33 23 OVERHEAD COILING DOORS

08 34 16.10 STEEL SLIDING HANGAR DOORS

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 56 53 BLAST RESISTANT TEMPERED GLASS WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

PROJECT TABLE OF CONTENTS Page 4

08 88 13 FIRE-RATED GLAZING

08 91 00 METAL [WALL] [AND] [DOOR] LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 67 23.16 FUEL RESISTIVE RESINOUS FLOORING, 5-COAT SYSTEM

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

09 97 13.00 40 STEEL COATINGS

09 97 13.27 HIGH PERFORMANCE COATING FOR STEEL STRUCTURES

DIVISION 10 - SPECIALTIES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

10 56 13 STEEL SHELVING

10 56 26 MOTORIZED MOBILE STORAGE SYSTEMS

10 92 00 BIRD PROOFING

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

12 59 00 SYSTEMS FURNITURE

DIVISION 13 - SPECIAL CONSTRUCTION

13 43 73 SEISMIC CONTROL FOR MISCELLANEOUS EQUIPMENT

DIVISION 14 - CONVEYING EQUIPMENT

14 21 23 ELECTRIC TRACTION PASSENGER ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 13 13 WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION

21 13 25 HIGH-EXPANSION FOAM SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 05 48.00 20 MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 05 15 COMMON PIPING FOR HVAC

23 05 48.19 [SEISMIC] BRACING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

PROJECT TABLE OF CONTENTS Page 5

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 09 93 SEQUENCES OF OPERATION FOR HVAC CONTROL

23 11 20 FACILITY GAS PIPING

23 21 23 HYDRONIC PUMPS

23 23 00 REFRIGERANT PIPING

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 30 00 HVAC AIR DISTRIBUTION

23 52 00 HEATING BOILERS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 65 00 COOLING TOWERS AND REMOTE EVAPORATIVELY-COOLED CONDENSERS

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

25 08 10 UTILITY MONITORING AND CONTROL SYSTEM TESTING

25 10 10 UTILITY MONITORING AND CONTROL SYSTEM (UMCS) FRONT END AND

INTEGRATION

DIVISION 26 - ELECTRICAL

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19.10 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 27 13.10 30 ELECTRIC METERS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS UNDER 600 VOLTS

26 32 15.00 ENGINE-GENERATOR SET STATIONARY 15-2500 KW, WITH

AUXILIARIES

26 33 53 STATIC UNINTERRUPTIBLE POWER SUPPLY (UPS)

26 35 43 400-HERTZ (HZ) SOLID STATE FREQUENCY CONVERTER

26 36 23 AUTOMATIC TRANSFER SWITCHES AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 15 CATHODIC PROTECTION SYSTEM FOR THE INTERIOR OF STEEL WATER

TANKS

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

26 56 20 AIRFIELD AND HELIPORT LIGHTING AND VISUAL NAVIGATION AIDS

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM,

ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19.13 GEOTEXTILES FOR EARTHWORK

PROJECT TABLE OF CONTENTS Page 6

31 23 00.00 20 EXCAVATION AND FILL

31 31 16.13 CHEMICAL TERMITE CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 11.51 RUBBER AND PAINT REMOVAL FROM AIRFIELD PAVEMENTS

32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENT

32 01 29.61 PARTIAL DEPTH PATCHING OF RIGID PAVING

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 13.13 LIME TREATED SUBGRADE

32 11 20 [BASE COURSE FOR RIGID][ AND ][SUBBASES FOR FLEXIBLE]

PAVING

32 11 23 AGGREGATE BASE COURSES

32 11 23.23 BASE COURSE DRAINAGE LAYERS

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 15.13 ASPHALT PAVING FOR AIRFIELDS

32 12 16.16 ROAD-MIX ASPHALT PAVING

32 13 14.13 CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY DUTY

PAVEMENTS

32 13 73.19 COMPRESSION CONCRETE PAVING JOINT SEALANT

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

33 51 15

33 82 00

NATURAL-GAS / LIQUEFIED PETROLEUM GAS DISTRIBUTION

PIPELINES

TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 34 - TRANSPORTATION

34 73 16

AIRFIELD GROUNDING

PROJECT TABLE OF CONTENTS Page 7

APPENDIX A - RFP CONCEPT DRAWINGS (printed as separate bound document)

APPENDIX B - SOIL CONTAMINATION REPORT [FIELD WORK PENDING IN JUNE

2024]]

APPENDIX C - 2020 GEOTECHNICAL REPORT [Will Provide at BCOES]

APPENDIX D - AIR FORCE SUSTAINABILITY REQUIREMENTS SCORE SHEET

(UPDATED 02 JAN 2017) (printed as separate bound document)

APPENDIX E - BEALE AFB, INSTALLATION FACILITIES STANDARD

[Will Provide at BCOES]

APPENDIX F - B1045 AS-BUILT DRAWINGS[Will Provide at BCOES]

APPENDIX G - USAF EIA FORM 813, REQUEST FOR ENVIRONMENTAL IMPACT

ANALYSIS [Will Provide at BCOES]

APPENDIX H - ADVANCED MODELING REQUIREMENTS ON USACE PROJECTS

[Will Provide at BCOES]

-- End of Project Table of Contents –

Multi-Domain Operations Complex Spec #2545

SECTION 01 00 00.00 41

GENERAL REQUIREMENTS

08/ 21, CHG 3: 07/ 23

PART 1 GENERAL

1.1 PAYMENT

No separate payment will be made for the work covered under this Section and costs in connection therewith will be considered a subsidiary obligation.

1.2 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.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2023; ERTA 4 2023; ERTA 5 2023; ERTA 6

2023) National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety -- Safety and Health Requirements Manual

ER 415-1-15 (1989) Construction Time Extensions for Weather

U.S. ARMY CORPS OF ENGINEERS, SACRAMENTO DISTRICT (CESPK)

CESPK FORM 450 (1992) Contractor Equipment Data Sheet

1.3 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Preconstruction Quantity Survey Plan ; G

Preconstruction Access Road Survey

SD-11 Closeout Submittals

Post-construction Access Road Survey

SECTION 01 00 00.00 41 Page 1

1.4 SCRAP MATERIAL

Materials specified to be removed and become the property of the Contractor are designated as scrap, and the Contractor, by signing this Contract, hereby acknowledges that the Contractor has made due allowance for value of such scrap in the Contract price.

Remove and dispose of scrap, solid waste, or hazardous materials off of Sierra Army Depot's property in accordance with applicable laws and regulations at Contractor's expense, unless otherwise specified. Dispose of Hazardous waste generated on Sierra Army Depot in accordance with Depot Policy. Contact the Environmental Office (916) 827-4769 for proper instructions. Do not use Government receptacles or containers for disposal.

1.5 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

Obtain and furnish to the Contracting Officer written guarantees for the equipment and appliances furnished. Furnish with each guarantee: The name, address, and telephone number of the guarantor's representative nearest to the location where the equipment and appliances are installed, who, upon request of the Using Service's representative, will honor the guarantee during the guaranty period and will provide the services prescribed by the terms of the guarantee.

1.6 PRICING OF CONTRACTOR-FURNISHED PROPERTY

At the request of the Contracting Officer, promptly furnish, unit prices and descriptive data required by the Government for property record purposes of fixtures and equipment furnished and installed by the Contractor. Promptly furnish, unit prices and descriptive data required by the Government for Property Record purposes of fixtures and equipment provided, except prices do not need to be provided for Government-Furnished Property. List this information on Resident Management System (RMS) Contractor Quality Control (CQC) Module furnished by the Government.

1.7 TEMPORARY ELECTRIC WIRING

1.7.1 Temporary Power and Lighting

Provide construction power facilities in accordance with the safety requirements of the NFPA 70 and EM 385-1-1 . Enforce the safety requirements of electrical extensions for the work of subcontractors. Work to be accomplished by skilled electrical tradesmen in a workmanlike manner, as approved by the Contracting Officer.

1.7.2 Construction Equipment

In addition to the requirements of EM 385-1-1 , install temporary wiring conductors for operation of construction tools and equipment of either Type Thermoplastic Water-resistant (TW) or Thermoplastic Heat and Water-resistant (THW) contained in metal raceways, or may be multiconductor cord. Temporary wiring to be secured above the ground or floor in a workmanlike manner and cannot present an obstacle to persons or equipment. Open wiring may only be used outside of buildings, and then only in strict accordance with the provisions of the National Electrical Code.

SECTION 01 00 00.00 41 Page 2

1.7.3 Circuit Protection

In addition to the present requirements in EM 385-1-1 and NFPA 70 , ensure 15-ampere and 20-ampere receptacle outlets used for obtaining power during construction have ground fault circuit interrupters (GFCI) for personnel protection. Block and brick saws to be equipped with GFCI. The Contracting Officer may allow an exception to this requirement for circuits for concrete vibrators or circuits operating at other than 60 Hertz normal (in both cases an assured grounding program as described in the NFPA 70 , except utilizing the daily inspection frequency of the grounding means of such equipment, may be permitted). The assured grounding program cannot be permitted as a substitute for usage of GFCI'S except as described above.

Ensure generator-powered 15- and 20-ampere , 60 Hertz receptacle outlets have GFCI'S, and are to be properly grounded. Provide a testing means which will impose a measured fault of 5 milliamperes , plus or minus 1 milliamperes , and result in tripping the GFCI unit.

1.8 UTILITIES

Immediately notify the Contracting Officer in writing if utilities not shown on the drawings interfere with construction operations, to enable a determination by the Contracting Officer as to the necessity for removal or relocation. If such utilities are removed or relocated as directed by the Contracting Officer, an equitable adjustment in the Contract price to be made pursuant to the Contract Clause CHANGES to cover the cost of additional pertinent work or delay.

Ensure pole lines, signs, pipelines, and private improvements that interfere with or are to be replaced by new construction are moved to new locations by the owners (or by the State of California or its agents) in advance of construction operations. Notify the Contracting Officer at least 30 calendar days in advance of the work start date for removal of such utilities or private improvements. Ensure to preserve and protect improvements from injury or damage during construction operations. Assume full responsibility for reimbursing the owners for damage to their properties, utilities, or improvements, or interference with their services caused through construction operations.

1.9 PLANNED UTILITY OUTAGES AND STREET CLOSURES

Utility outages and street closures to be restricted to off-duty hours and weekends, with the outage duration and street closure as short as possible. Outages and street closures to be scheduled as far in advance as possible with the Contracting Officer and in no case less than 14 days before the outage or closure. Obtain in writing from the Contracting Officer a statement or schedule giving the permissible times of utility outages or road closures for particular installations and the maximum time allowed for such outage. Strictly observe such schedules and will be held responsible for violations.

Power outages to be restricted to off-duty hours and weekends. Other utilities may be connected and streets closed during normal working hours with the outage duration and street closure as short as possible. Outages and street closures are to be scheduled as far in advance as possible with the Contracting Officer and in no case less than 14 days before the outage or closure. Obtain in writing from the Contracting Officer a statement or schedule giving the permissible times of utility outages or road closures for particular installations and the maximum time allowed for such outage.

Strictly observe such schedules and will be held responsible for violations.

SECTION 01 00 00.00 41 Page 3

a. Street Closure: Obtain approval in writing from the Contracting Officer before closing a street or parking lot access. Submit the request for closure in writing to the Contracting Officer 7 working days prior to planned closing and to include the section to be closed and length of time of closure.

Before an outage or closure is scheduled:

a. Have approved materials necessary for the outage on hand.

b. Have completed, tested, and been inspected by the Construction Quality Control Representative for preliminary work.

c. Prepare an accepted hazard analysis in accordance with section

"ACCIDENT PREVENTION".

d. Have permits and personnel qualifications on hand.

e. Have held a joint inspection with a representative of the Contracting Officer and the Construction Quality Control Representative.

1.9.1 Traffic Thru Construction Zone Traffic Control Plan

When the location of the work is such that vehicle traffic will encroach on construction zone including repair and maintenance operations, prepare and submit a Traffic Control Plan to the Contracting Officer for approval.

The traffic control plan to include street closures and detour routes when applicable. Ensure the traffic control devices specified in the traffic control complies with the Manual on Uniform Traffic Control Devices (MUTCD) for Streets and Highways from the U.S. Department of Transportation and meet appropriate CalTran Standards. Abide with the MUTCD for Streets and Highways. Submit the traffic control plan a minimum of 21 working days in advance of the task order start of construction date.

1.9.1.1 Closure of Roads and Streets

Schedule work so that a minimum of one traffic lane is open for traffic during repair or construction operations. If a street or road is to be closed for more than 4 hours, provide up to two MUTCD approved portable electronic changeable LED message boards. Place signs 3 working days before work and during work. Signs to run from 0700-1930 in a location agreed upon with Government.

1.9.1.2 Closure of Parking Areas

Parking areas may be closed to traffic for the minimum time required for construction, as directed by the Contracting Officer. Divide large parking areas into two or more work areas to allow parking use in one of the areas. If 20 or more parking spaces are to be closed for more than 4 hours, provide up to two wet-weather durable, poster sized, signs to inform drivers of upcoming or ongoing construction work. Place signs 5 working days before work, not during. Signs to run from 0700-1930 in an area agreed upon with Government.

1.9.1.3 Parking Lot Entrances and Exits

Use barricades to close parking lot entrances and exits that are required to be closed to accomplish the work. Ensure Barricades comply with the

SECTION 01 00 00.00 41 Page 4

MUTCD for Streets and Highways from the U.S. DOT. Space barricades such that vehicle traffic cannot pass between the barricades.

1.9.1.4 Occupied Buildings

Limit access to the building's occupants. Coordinate work with the Contracting Officer to insure adequate provisions are made for personnel vehicular access for loading or unloading, if required by the user.

1.10 EXCAVATION PERMITS

Obtain excavation permits from the Base Civil Engineer (BCE) through the Contracting Officer. The appropriate form, for this request, may be obtained from the Contracting Officer. Processing time required by the BCE is 14 calendar days. Direct questions concerning the excavation permit to the Contracting Officer.

Protect existing improvements and utilities at or near the work site.

Repair damage to those facilities, including those that are the property of a third party, resulting from failure to obtain necessary permits and utility marking or failure to exercise reasonable care in performing the work. This includes irrigation lines and sprinkler components. If damage is not repaired promptly, the Contracting Officer may have the necessary work performed and charge the cost to the Contractor.

Verify the elevations of existing piping, utilities, and underground obstruction not indicated or specified to be removed but indicated in locations to be crossed by piping, ducts, and other work to be installed.

Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

Hand digging may be required to locate utilities shown on the drawings, Excavation Permit, or 3 feet on either side of locations identified by Base Maintenance Shops. For facilities that store munitions hand digging is required within 10 feet of the building to locate the existing grounding cable.

1.11 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Contract Clause, Section 00700, entitled "Default (Fixed-Price Construction)" . In order for the Contracting Officer to award a time extension under this clause, satisfy the following conditions:

a. The weather experienced at the project site during the Contract period is unusually severe, that is, more severe than the adverse weather anticipated for the project location during a given month.

b. The unusually severe weather causes a delay to the completion of the project. The delay is beyond the control and without the fault or negligence of the Contractor.

1.11.1 Adverse Weather Delay Work

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and constitutes the base line for monthly

SECTION 01 00 00.00 41 Page 5 weather time evaluations. Ensure the progress schedule reflects these anticipated adverse weather delays in weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON 5 DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

7 5 5 4 1 1 0 0 1 2 5 7

1.11.2 Record

Upon execution of the Notice to Proceed (NTP), record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Adverse weather delay days prevent work on critical activities for 50 percent or more of the scheduled work day. Refer to

ER 415-1-15 .

a. This provision specifies the procedure for the determination of time extensions for unusually severe weather. In order for the Contracting Officer to award a time extension under this clause, satisfy the following conditions:

(1) The weather experienced at the project site during the Contract period is unusually severe, that is, more severe than the adverse weather anticipated for the project location during a given month.

(2) The unusually severe weather causes a delay to the completion of the project. The delay is beyond the control and without the fault or negligence of the Contractor.

b. The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and constitutes the base line for monthly weather time evaluations. Progress schedule to reflect these anticipated adverse weather delays in weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

STATE

CALIFORNIA

INSTALLATION/NOAA STATION

BEALE AFB/MARYSVILLE

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

(07) (06) (05) (04) (01) (00) (00) (00) (01) (02) (05) (07)

c. Upon execution of the Notice to Proceed (NTP), record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Adverse weather delay days prevent work on

SECTION 01 00 00.00 41 Page 6 critical activities for 50 percent or more of the scheduled work day.

Refer to ER 415-1-15 .

a. This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the CONTRACT CLAUSE. In order for the Contracting Officer to award a time extension under this clause, satisfy the following conditions:

(1) The weather experienced at the project site during the Contract period is unusually severe, that is, more severe than the adverse weather anticipated for the project location during a given month.

(2) The unusually severe weather causes a delay to the completion of the project. The delay is beyond the control and without the fault or negligence of the Contractor.

b. The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and constitutes the base line for monthly weather time evaluations. The progress schedule to reflect these anticipated adverse weather delays in weather dependent activities. Adverse weather days were determined based on the following four elements:

Precipitation greater than or equal to .10 inch .

Minimum temperature less than or equal to 32 degrees Fahrenheit .

Maximum temperature greater than or equal to 100 degrees Fahrenheit .

Surface wind greater than or equal to 20 miles per hour .

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON 5 DAY WORK WEEK

ELEMENT JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

Precipitation over

0.10 inch

13 12 8 0 0 0 0 1 0 2 10 15

Temperature below 32 degrees F

0 0 0 0 0 0 0 0 0 0 0 0

Surface Wind over 17 Knots (20MPH)

0 0 0 0 0 0 0 0 0 0 0 0

c. Upon execution of the Notice to Proceed (NTP), record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Adverse weather delay days prevent work on critical activities for 50 percent or more of the scheduled work day. (

ER 415-1-15 )

a. This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the CONTRACT CLAUSE. In order for the Contracting Officer to award a time extension under this clause, satisfy the following conditions:

(1) The weather experienced at the project site during the Contract period is unusually severe, that is, more severe than the adverse weather anticipated for the project location during a given month.

SECTION 01 00 00.00 41 Page 7

(2) The unusually severe weather causes a delay to the completion of the project. The delay is beyond the control and without the fault or negligence of the Contractor.

b. The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and constitutes the base line for monthly weather time evaluations. The progress schedule to reflect these anticipated adverse weather delays in weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON 5 DAY WORK WEEK

ELEMENT JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

Precipitation over

0.10 inches

2 1 1 0 0 0 0 0 1 0 1 1

Temperature below 32 degrees F

18 9 4 0 0 0 0 0 0 0 6 20

Surface Wind over 17 Knots (20MPH)

2 3 5 5 4 2 1 1 1 2 2 3

c. Upon execution of the Notice to Proceed (NTP), record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Adverse weather delay days prevent work on critical activities for 50 percent or more of the scheduled work day.(

ER 415-1-15 )

1.12 EQUIPMENT DATA FORM MODIFICATION PROPOSAL

In conjunction with paragraph, UAI 31.105-101 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE. As required by Engineering Pamphlet 1110-1-8 Construction Equipment Ownership and Operating Expense Schedule, submit CESPK FORM 450 for necessary equipment to perform work requiring adjustment of Contract price and submit these forms with the modification proposals. This form is included in RMS.

1.13 SPECIAL MILITARY PROCEDURES

1.13.1 Beale AFB

a. Construction coordination: Coordinate through the Contracting Officer to reduce delays and conflicts with projects currently under construction and other future projects. Construction coordination is required throughout. Modify scheduled sequence of work as required to avoid construction conflicts with ongoing construction contracts within limits of work. Ensure modifications are made monthly in a schedule review conference with the Contracting Officer.

b. Outage affecting existing facilities: Ensure outage affecting existing facilities or operations are limited and planned, requested and submitted to the Contracting Officer not later than the 10th of each month prior to the month during which the outage is to occur. Only approved outages are permitted. Ensure space for temporary storage of the new equipment within the job site facility, or other assigned location, is provided in order to cut down on the installation time

SECTION 01 00 00.00 41 Page 8 and possible outage time requirements.

c. The construction project area: The construction project area, PAVE PAWS site is under tight/restricted security. Precise procedures are required for entry and exit to and from the site and for the performance of work include the following:

(1) Personnel will be subject to Government surveillance and escort while working at the job site.

(2) Personnel entry and exit security check to and from the job site are required (15 - 20 minutes). Include in bid a 20 minute delay for each entry and exit into the jobsite. Entry and exit are restricted to the hours of 7:00 AM through 3:30 PM.

(3) Vehicles are searched each time it enters or leaves the fenced area of the job site.

(4) Personnel to submit a letter at least 3 days prior to scheduled access to the job site. The letter includes the name, Social Security number, purpose for entering the project site, the date expected to enter the job site and the name of the Contractor.

1.13.1.1 Installation Security Requirements

a. Obtain base identification and vehicle passes for personnel who make frequent visits to or perform work on the Air Force installation(s).

Wear or prominently display installation identification badges or contractor-furnished, contractor identification badges while visiting or performing work on the installation.

b. Submit a written request on company letterhead to the Contracting Officer listing the following: contract number, location of work site, start and stop dates, and names of employees and subcontractor employees needing access to the base. Ensure the letter specifies the individual(s) authorized to sign for a request for base identification credentials or vehicle passes. When reporting to the registration office, provide a valid driver's license, current vehicle registration, valid vehicle insurance certificate, and to obtain a vehicle pass.

(1) Submit the following to obtain entry to Beale AFB for each personnel to 9 CONS/LGCA a minimum of 72 hours prior to the requested entry date:

(a) Full name

(b) Real ID-driver's license number and State of issue

(c) Home address, city, state and zip code

(d) Home telephone number

(e) Description of vehicle to be driven on-base (year, make, model, license number)

(f) Date the individual is entering Beale AFB

(2) Entry requests require at least three full business days (72 hours) for 9th Security Forces to process. Business days do not include weekends and the following federal holidays:

(a) New Year's Day Labor Day

(b) Martin Luther King's Birthday Columbus Day

SECTION 01 00 00.00 41 Page 9

(c) President's Day Veteran's Day

(d) Memorial Day Thanksgiving Day

(e) Independence Day

(f) Christmas Day

(3) Ensure personnel possess a contractor pass and have a valid picture identification (valid real ID driver's license or 2 other Government-issued identification) in their possession while on Beale AFB. Mark vehicles entering Beale AFB with the Contractor's (or sub-contractor's) insignia or signage. Ensure individuals driving vehicles on Beale AFB have the following documents in their possession for the vehicle they are driving:

(a) Current vehicle registration

(b) Proof of valid insurance coverage

(c) Valid Real ID-driver's license

(4) When base entry for sub-contractors is necessary, follow requirements and procedures identified within this provision. In addition to the information required within (b)(1), the sub-contractor's company name, address, and telephone number to be provided for each of the sub-contractor's personnel.

(5) Deliveries of equipment and materials (such as concrete, heavy or light equipment, supplies, and similar equipment) are included within the 72-hour advance notification requirement. In some instances, the normal scheduling practices do not allow for identification of the delivery driver in advance of the day of delivery. Coordinate these instances with 9CONS/LGCA on a case-by-case basis. However, 72-hours advance notification of the delivery (company name, address, and telephone number as well as description of the delivery) is required.

(6) As real-world events change, these requirements and procedures are subject to change without notice. Changes within these procedures due to Beale AFB acting in its capacity as a sovereign entity cannot be the basis for claims.

c. Obtain required identification for newly assigned personnel and for prompt return of credentials and vehicle passes for employee who no longer requires access to the work site.

d. When work requires unescorted entry to controlled or restricted areas, comply with citing the appropriate paragraphs as applicable.

e. Upon completion or termination of an employee or expiration of the identification passes, ensure that base identification passes issued to employees and subcontractor employees are returned to the issuing office.

f. Failure to comply with these requirements may result in withholding of final payment.

(1) Prior to submitting an invoice for final payment, obtain a clearance certification from the issuing office which states base identification passes have been turned in, accounted for, or transferred to a follow-on contract. Submit this certification to the Contracting Officer prior to submission of the final invoice for payment.

SECTION 01 00 00.00 41 Page 10

(2) If an employee leaves employment, ensure that the Government-issued identification or contractor pass possessed by that employee is returned to the Contracting Officer as soon as possible.

g. Failure to comply with these requirements may result in withholding of final payment.

h. In accordance with BAFBI 31-101 and BAFB Policy Letter #4: Individuals who meet criteria stated below are allowed to submit an application for waiver of this policy to the USACE Contracting Office and the Beale AFB 9th Security Forces Squadron Offices. However, it is advised that if the individual's conviction is outside the 5 to 10 year window, but having had multiple arrests, minor convictions, or similar charges (displaying a consistency of criminal behavior), then they will be denied access. Therefore, the individual is encouraged to be fully transparent while preparing their waiver application as it is up to the 9th Security Forces Squadron Officer's discretion for granting access privileges to the individual. Individuals whose criminal background meets one or more of the following criteria cannot be allowed access to Beale AFB:

(1) The individual is required to register as a sexual offender under federal law or the applicable state law.

(2) The individual has been convicted of illegal possession or use of drugs/narcotics on more than one occasion within 5 years from the date access to Beale AFB is requested.

(3) The individual has been convicted of offense involving drug trafficking within 10 years from date access to Beale AFB is requested

(4) The individual has been convicted of a felony involving violence against a person, arson, robbery, or burglary within 5 years from the date access to Beale AFB is requested.

(5) The individual has been convicted of a crime involving incident acts with a minor, or a felony that is sexual in nature.

1.13.1.2 Identification of Employees

People are required to have in their possession valid picture identification issued by the Department of Motor Vehicles or the United States Government. If the employee is driving on Beale AFB, the employee is required to have in their possession a valid driver's license, a current vehicle registration, and proof of insurance for the vehicle.

After the employee has produced required information, ensure they are issued a pass for up to 3 days. If the employee is working longer than 3 days, notify the Corps of Engineers Beale Project Office and ensure appropriate forms are provided.

1.13.1.3 Contractor Access

Give the Corps of Engineers Beale Project Office 48 hours notice for new employees expected to come to work at Beale AFB. This applies to employees with expired identification badges as well.

SECTION 01 00 00.00 41 Page 11

Direct employees without a current Contractor identification badge to the Main gate at the below stated times to gain access to Beale AFB. The Beale Project Office has a sponsor who acts as escort for the employees. The sponsor is available at 7:45 a.m. and 1:30 p.m., Monday through Friday.

Deliveries are to be scheduled with the Beale Project Office in advance so that arrangements can be made for escort to the project site. Deliveries can only be made at the Wheatland Gate between the hours of 9:00 a.m. to 11:00 a.m. and 1:00 p.m. to 3:00 p.m., Monday through Friday. Drivers and passengers are subject to the same requirements as listed in paragraph

1.12.1 above as well as have in their vehicle the bill of delivery order which has the delivery address clearly marked. Delivery vehicles are searched prior to gaining access to Beale AFB.

This procedure for access to the construction work sites is subject to change as FPCON status increase or decrease.

1.13.1.4 Construction Restraints

a. Smoking is permitted only in designated areas as approved by the Contracting Officer.

b. Furnish and erect exterior construction fences and barricades where necessary to divert unauthorized traffic from the area and to separate and protect the construction site from unauthorized entrance or activity.

c. To minimize interference of construction activity with the flow of traffic, ensure the method and scheduling of required cutting, altering, and removal of existing roads, walks, and entrances are approved by the Contracting Officer.

d. Keep roads, walks, and entrances to parking and adjacent occupied buildings clear of construction materials, debris, and standing equipment and vehicles. Wherever excavation for new utility lines cross existing roads at least one lane is to be open to traffic.

Provide a flagman where roads are limited to one lane passing due to construction activities or when directed by Contracting Officer.

e. Protect existing utilities and maintain adequate storm drainage of the construction site. Temporary interruptions or shutdown of a utility or an electrical or mechanical system to be requested, in writing, from the Contracting Officer at least 14 calendar days in advance prior to the desired time.

(1) No utility service such as water, gas, steam, fuel, sewers or electricity, or fire protection systems and communications systems may be interrupted without prior approval of the Contracting Officer.

(2) Submit a request to interrupt such services to the Contracting Officer in writing, 14 calendar days in advance of proposed interruption. The request is to state reason, date, exact time of, and approximate duration of such an interruption.

Interruptions in utility services to be of the shortest possible durations for the work at hand. Coordinate outages with the BCE.

(3) Utility outages are to be conducted after normal working hours or

SECTION 01 00 00.00 41 Page 12 on weekends.

f. No equipment or vehicles are to be left on the streets, outside the Contractor's fenced areas, blocking access routes, or sidewalks during off-work hours.

g. Toilet facilities are not available on site for use. Provide portable toilets for personnel.

1.13.1.5 Night Work

Supply necessary lighting for night work. Coordinate night work with the Beale AFB and gain the approval of the Contracting Officer prior to proceeding.

1.13.1.6 Construction Coordination

Ensure construction coordination through the Contracting Officer is conducted to reduce delays and conflicts with projects currently under construction and other future projects. Construction coordination is required throughout. Modify scheduled sequence of work as required to avoid construction conflicts with ongoing construction contracts within limits of work. Ensure modifications are made monthly at a schedule review conference held with the Contracting Officer.

1.13.1.7 Outage Affecting Existing Facilities

Outage affecting existing facilities or operations to be limited and planned, requested and submitted to the Contracting Officer not later than 14 calendar days prior to when the outage is to occur. Only approved outages are permitted. Ensure space for temporary storage of the new equipment within the job site facility, or other assigned location, is provided in order to cut down on the installation time and possible outage time requirements.

1.13.1.8 The Construction Project Area

The new Munitions Warehouse and Office Facility is located at the north east corner of alert drive and Doolittle drive. Coordinate construction activities with the Contracting Officer to avoid conflicts interruption of Base access.

1.13.1.9 Base Access Hours

Typical base access hours are Monday - Friday, 6:00 am to 6:00 pm, excluding weekends and federal holidays.

The Contracting Officer may be able to arrange work outside these hours, if required, with prior coordination and approval from the base. Complete the Entry Access List (EAL) process (as outlined in the solicitation site visit instructions), which requires at least 72-hours prior notice. Work trucks are inspected daily before entering the base, which can be a lengthy procedure at peak gate hours. Ensure personnel working on site more than 30 days obtain an approved EAL and a Contractor badge (completion of Air Force Form 1172).

SECTION 01 00 00.00 41 Page 13

1.14 SPECIAL CIVIL WORKS PROCEDURES

1.14.1 Bid Item Overrun

Every 2 weeks monitor placement or installation of unit price items with respect to the original estimated quantities shown. If placement or installation indicates a possible overrun with respect to the original estimated quantities, immediately provide written notification to the Contracting Officer with revised total estimated quantities.

1.14.2 One Year Maintenance Contract

a. The equipment manufacturer or authorized representative are to provide equipment, materials, and labor to maintain equipment listed below for one year after the complete system is placed in operation, responding effectively to calls from the Using Service within 24 hours.

b. In lieu of a maintenance Contract, provide a complete set of replacement parts and equipment to allow elements, parts or components of the system to be replaced. Further, technically qualified staff of the equipment manufacturer are to be available by telephone, during normal factory working hours to advise previously trained, Using Service personnel on the steps to take to correct the problem related.

1.14.3 Warranty of Construction

a. Performance Bond.

(1) Ensure Performance Bond remains effective throughout the life of warranties and warranty extensions.

(2) If work required under the Warranty of Construction Section of the Technical Provisions does not occur within a reasonable time after receipt of written notification, the Contracting Officer has a right to demand that said work be performed under the Performance Bond by making written notice on the surety. If the surety fails or refuses to perform the obligation it assumed under the Performance Bond, the Contracting Officer to have the work performed by others, and after completion of the work, may demand for reimbursement of expenses incurred by the Government while performing the work, including, but not limited to administrative expenses.

(3) Ensure warranty repair work which arises to threaten the health or safety of personnel, the physical safety of property or equipment, or which impairs operations, habitability of living spaces, or similar situation, is handled immediately as directed by the Contracting Officer. Failure to respond as directed will be cause for the Contracting Officer to have the warranty repair work performed by others.

b. Pre-Warranty Conference. Prior to completion and at a time designated by the Contracting Officer or authorized representative, meet with the Contracting Officer to develop a mutual understanding of warranties.

Communication procedures for notification of warranty defects, priorities with respect to the type of defect, reasonable time required for response, and other details deemed necessary by the Contracting Officer or authorized representative for the execution of the construction warranty to be established/reviewed at this meeting.

SECTION 01 00 00.00 41 Page 14

In connection with these requirements and at the time of the quality control completion inspection, furnish the name, telephone number and address of a licensed and bonded company which is authorized to initiate and pursue warranty work actions. Ensure this single point of contact is located within the local service area of the warranted construction, is continuously available, and is responsive to Government inquiry on warranty work action and status.

c. Equipment Warranty Identification Tags. Provide warranty identification tags on equipment installed.

d. Response to Warranty Service Requirements.

Complete the "Warranty Service Priority List" and have it approved by the Contracting Officer.

If parts are required to complete the work and the parts are not immediately available, provide the Contracting Officer with firm written proposals for emergency alternatives and temporary repairs for Government participation within 12 hours after arrival at the job site, and provide emergency relief until the required parts are available on site. Include a firm date and time that the required parts are to be available on site to complete the permanent warranty repair.

Following notification by the Contracting Officer, respond to a warranty service requirement identified by the Contracting Officer in accordance with the "Warranty Service Priority List" of this program.

This list prioritizes warranty work into the categories:

(1) First Priority 1A: Perform on site inspection to evaluate situation, determine course of action, initiate work within 24 hours and work continuously to completion or relief.

(2) Second Priority 1B: Perform on site inspection to evaluate situation, determine course of action, initiate work within 48 hours and work continuously to completion of relief.

(3) Third Priority: Other work to be initiated within 5 work days and work continuously to completion or relief.

1.14.4 Non-Contract Work

Do not perform work or erect structures for third parties, landowners or otherwise, within the limits of the rights-of-way without prior approval of the Contracting Officer.

1.14.5 Damage to Roads

Preserve and protect existing private or project access or right-of-way roads. At the completion of work and prior to leaving the project, restore to pre-project conditions roads used. Repairs include replacement of base rock and surface treatment as required. Refer to paragraph PROTECTION OF TRAFFIC in Section 01 50 00.00 41 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS.

SECTION 01 00 00.00 41 Page 15

1.14.5.1 Documentation Regarding Potential Damage to Access Routes

1.14.5.1.1 Preconstruction Quantity Survey Plan

Complete and submit a Preconstruction Quantity Survey Plan stating the names of personnel and license number who are performing the Preconstruction Access Road Survey and the…