Attachment 1 - Specifications.pdf

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited

SPECIFICATIONS

YUBA RIVER BASIN

MARYSVILLE RING LEVEE, PHASE 2B & 3

STATION 248+50 TO 297+00

STATION 297+00 TO 394+47

STATION 0+00 TO 3+00

MARYSVILLE, CALIFORNIA

PROJECT NO. 105637

RFP NO. XXXXXX-XX-X-XXXX

SPECIFICATION NO. 2269

DESIGN FILE NO. YU-01-0056 - BORINGS

YU-13-0057 - SURVEYS

YU-04-0073 - LEVEE

Yuba River Basin 2269 Marysville Ring Levee, Phase 2B & 3 MRL 2B&3

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 PRICE AND PAYMENT PROCEDURES

01 31 13.13 PROJECT COORDINATION WITH UNION PACIFIC RAILROAD

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

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

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 71 10 MOBILIZATION AND DEMOBILIZATION

01 76 26 PROTECTION OF EXISTING UTILITIES

01 78 00 CLOSEOUT SUBMITTALS

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 02 00 SUBSURFACE DATA

02 41 00 DEMOLITION AND DECONSTRUCTION

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

DI VI SI ON 03 - CONCRETE

03 11 13 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00 CONCRETE ACCESSORIES

03 20 00 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

03 35 00 CONCRETE FINISHING

03 39 00 CONCRETE CURING

03 42 13 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

03 52 01 CONTROLLED LOW STRENGTH MATERIAL (CLSM)

DI VI SI ON 05 - METALS

05 05 23 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 50 14 STRUCTURAL METAL FABRICATIONS

05 52 00 METAL RAILINGS

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

07 92 00 JOINT SEALANTS

DI VI SI ON 09 - FI NI SHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DI VI SI ON 31 - EARTHWORK

PROJECT TABLE OF CONTENTS Page 1

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 09 13 GEOTECHNICAL INSTRUMENTATION AND MONITORING

31 11 00 CLEARING AND GRUBBING

31 56 14 SOIL-BENTONITE (SB) CUTOFF WALL

31 83 13 CUTOFF WALL DEEP MIXING METHOD

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 15 00 AGGREGATE SURFACE COURSE

32 31 13 CHAIN LINK FENCES, GATES, AND CABLE RAILING

32 31 24 SAFETY RAIL AND PIPE GATES

32 92 33 GRASS SEEDING AND EROSION CONTROL

DI VI SI ON 33 - UTI LI TI ES

33 11 02 STORM DRAINAGE AND IRRIGATION; PRESSURIZED

DI VI SI ON 34 - TRANSPORTATI ON

34 71 13.19 VEHICLE BARRIERS

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

35 20 16 SLUICE GATES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

04/15

PART 1 GENERAL

1.1 PAYMENT

1.2 REFERENCES

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

CONTRACTS

1.4 SUBMITTALS

1.5 SCRAP MATERIAL

1.6 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

1.7 PRICING OF CONTRACTOR-FURNISHED PROPERTY

1.8 TEMPORARY ELECTRIC WIRING

1.8.1 Temporary Power and Lighting

1.8.2 Construction Equipment

1.8.3 Circuit Protection

1.9 UTILITIES

1.10 GENERAL SAFETY REQUIREMENTS

1.10.1 General

1.10.2 The Prime Contractor's Superintendent

1.10.3 Violations

1.10.4 Fire Prevention

1.10.4.1 Inspections

1.10.5 Recordkeeping/Reporting Requirements

1.10.6 Accident Reporting

1.11 PLANNED UTILITY OUTAGES AND STREET CLOSURES

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.13 SPECIAL CONSTRUCTION PROCEDURES

1.13.1 Recreation/Community Mitigation

1.13.2 Partnering

1.13.3 Temporary Fence

1.13.4 Archaelogical Concerns

1.13.5 Union Pacific Railroad (UPRR)

1.13.6 Kinder Morgan Fuel Line

1.13.7 Construction Sequencing

1.14 MANDATORY WORK STOPPAGES

1.15 COMMERCIAL BORROW SITE

1.16 COMMERCIAL DISPOSAL SITE

1.17 TRAFFIC CONTROL PLAN

1.18 HAUL ROUTE PLAN

1.19 CONTRACTOR SAFETY PERSONNEL REQUIREMENTS

1.20 BID ITEM OVERRUN

1.21 COLOR SCHEME FOR CONTRACTOR FACILITIES

1.22 ONE YEAR SEEDING MAINTENANCE CONTRACT

1.23 SOIL DENSITY TEST (USING METERS CONTAINING RADIOACTIVE MATERIALS)

1.24 WARRANTY OF CONSTRUCTION

1.25 NON CONTRACT WORK

1.26 DAMAGE TO SURROUNDING PROPERTY

Final Submittal SECTION 01 00 00 Page 1 Jun 19, 2019

1.27 DAMAGE TO ROADS

1.27.1 Documentation Regarding Potential Damage to Access Routes

1.27.1.1 Preconstruction Access Road Survey

1.27.1.2 Post-Construction Access Road Survey

1.28 ENVIRONMENTAL LITIGATION

1.29 PROJECT SURVEYS

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

PART 3 EXECUTION

3.1 FINAL EXAMINATION AND ACCEPTANCE

3.2 AFTER AWARD DOCUMENTS

-- End of Section Table of Contents --

Final Submittal SECTION 01 00 00 Page 2 Jun 19, 2019

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

04/15

PART 1 GENERAL

1.1 PAYMENT

1.2 REFERENCES

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

CONTRACTS

1.4 SUBMITTALS

1.5 SCRAP MATERIAL

1.6 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

1.7 PRICING OF CONTRACTOR-FURNISHED PROPERTY

1.8 TEMPORARY ELECTRIC WIRING

1.8.1 Temporary Power and Lighting

1.8.2 Construction Equipment

1.8.3 Circuit Protection

1.9 UTILITIES

1.9.1 Coordination with AT&T and PG&E,

1.10 GENERAL SAFETY REQUIREMENTS

1.10.1 General

1.10.2 The Prime Contractor's Superintendent

1.10.3 Violations

1.10.4 Fire Prevention

1.10.4.1 Inspections

1.10.5 Recordkeeping/Reporting Requirements

1.10.6 Accident Reporting

1.11 PLANNED UTILITY OUTAGES AND STREET CLOSURES

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.13 SPECIAL CONSTRUCTION PROCEDURES

1.13.1 Recreation/Community Mitigation

1.13.2 Partnering

1.13.3 Temporary Fence

1.13.4 Archaelogical Concerns

1.13.5 Union Pacific Railroad (UPRR)

1.13.6 Kinder Morgan Fuel Line

1.13.7 Construction Sequencing

1.14 MANDATORY WORK STOPPAGES

1.15 COMMERCIAL BORROW SITE

1.16 COMMERCIAL DISPOSAL SITE

1.17 TRAFFIC CONTROL PLAN

1.18 HAUL ROUTE PLAN

1.19 CONTRACTOR SAFETY PERSONNEL REQUIREMENTS

1.20 BID ITEM OVERRUN

1.21 COLOR SCHEME FOR CONTRACTOR FACILITIES

1.22 ONE YEAR SEEDING MAINTENANCE CONTRACT

1.23 SOIL DENSITY TEST (USING METERS CONTAINING RADIOACTIVE MATERIALS)

1.24 WARRANTY OF CONSTRUCTION

1.25 NON CONTRACT WORK

Final Submittal SECTION 01 00 00 Page 1 Oct 29, 2019

1.26 DAMAGE TO SURROUNDING PROPERTY

1.27 DAMAGE TO ROADS

1.27.1 Documentation Regarding Potential Damage to Access Routes

1.27.1.1 Preconstruction Access Road Survey

1.27.1.2 Post-Construction Access Road Survey

1.28 ENVIRONMENTAL LITIGATION

1.29 PROJECT SURVEYS

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

PART 3 EXECUTION

3.1 FINAL EXAMINATION AND ACCEPTANCE

3.2 AFTER AWARD DOCUMENTS

Final Submittal SECTION 01 00 00 Page 2 Oct 29, 2019

SECTION 01 00 00

GENERAL REQUIREMENTS

04/15

PART 1 GENERAL

1.1 PAYMENT

No separate payment will be made for the work covered under this section and all 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 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14) National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

DM 4-805-10 Surveys and Design Manual

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

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

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

29 CFR 1904 Recording and Reporting Occupational Injuries and Illnesses

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

1.3 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

Final Submittal SECTION 01 00 00 Page 3 Oct 29, 2019 perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

Federal Veteran employment information at http://www.fedshirevets.gov/index.aspx

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

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

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

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

Guide to Hiring Veterans - Reference Material http://www.whitehouse.gov/sites/default/files/docs/white_house _business_council_-_guide_to_hiring_veterans_0.pdf

1.4 SUBMITTALS

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

submittals not having a designation are for information only. The following must be submitted in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Preconstruction Quantity Survey Plan; G

Preconstruction Access Road Survey; G

Qualifications for Safety and Health Person(s); G

Borrow Source Plan; G

Disposal Plan; G

Haul Route Plan; G

SD-02 Shop Drawings

SD-11 Closeout Submittals

Worker's Compensation Claims

Submit written summary of worker's compensation claims filed by workers on the project at the 50 percent and 100 percent points of project completion.

Post-construction Access Road Survey; G

1.5 SCRAP MATERIAL

Materials specified to be removed and become the property of the Contractor

Final Submittal SECTION 01 00 00 Page 4 Oct 29, 2019 are designated as scrap, and the Contractor, by signing this contract, hereby acknowledges that he has made due allowance for value, if any, of such scrap in the contract price.

1.6 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

Prior to completion of the contract, obtain and furnish to the Contracting Officer's representative written guarantees for all the equipment and/or appliances furnished under the contract. Furnish with each guarantee: The name, address, and telephone number of the guarantor's representative nearest to the location where the equipment and/or 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.

1.7 PRICING OF CONTRACTOR-FURNISHED PROPERTY

At the request of the Contracting Officer, promptly furnish and must cause any subcontractors to furnish, in like manner, unit prices and descriptive data required by the Government for property record purposes of fixtures and equipment furnished and installed by the Contractor.

1.8 TEMPORARY ELECTRIC WIRING

1.8.1 Temporary Power and Lighting

Provide construction power facilities in accordance with the safety requirements of the NFPA 70 and EM 385-1-1. Enforce all the safety requirements of electrical extensions for the work of all subcontractors.

All work must be accomplished by skilled electrical tradesmen in a workmanlike manner, as approved by the Contracting Officer.

1.8.2 Construction Equipment

In addition to the requirements of EM 385-1-1, all temporary wiring conductors installed for operation of construction tools and equipment must be either Type TW or THW contained in metal raceways, or may be multiconductor cord. Temporary wiring must be secured above the ground or floor in a workmanlike manner and must not 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.

1.8.3 Circuit Protection

In addition to the present requirements in EM 385-1-1 and NFPA 70, all 15 and 20-ampere receptacle outlets used for obtaining power during construction must have ground fault circuit interrupters (GFCI) for personnel protection. Block and brick saws must also 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 will not be permitted as a substitute for usage of GFCI'S except as described above. All generator-powered 15- and 20-ampere, 60 Hertz receptacle outlets must have GFCI'S, and must 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

Final Submittal SECTION 01 00 00 Page 5 Oct 29, 2019 unit.

1.9 UTILITIES

If utilities not shown on the plans and not visible as to the date of this contract are encountered within the construction limits of the entire project, and such utilities will interfere with construction operations, immediately notify the Contracting Officer in writing to enable a determination by the Contracting Officer as to the necessity for removal or relocation.

It is anticipated that pole lines, signs, pipelines and private improvements that would interfere with or are to be replaced by new construction will be removed 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 date on which work will be started requiring the removal of such utilities or private improvements. Care must be taken to preserve and protect any such improvements from injury or damage during construction operations.

Assume full responsibility for reimbursing the owners for any damage to their properties, utilities, or improvements, or interference with their services caused through construction operations. Should such damage be found to have been caused without the Contractor's fault or negligence an equitable adjustment in the amount due under the contract will be made under the applicable CONTRACT CLAUSES, Section 00 73 00.

Coordinate all utility work and need for utility service disruptions with the utility companies and Contracting Officer a minimum of 30 days in advance of utility disruption date. Be prudent in contacting utility companies and the Contracting Officer as soon as possible to prevent possible delays to construction and/or unnecessary or unscheduled disruption of the utility service.

1.9.1 Coordination with AT&T and PG&E, Coordinate and cooperate with the Government and AT&T, and PG&E on relocation of existing overhead and underground utilities and removal of abandoned overhead and underground utilities by the utility companies within the limits of construction at locations where such existing utilities would make impossible the performance of Contractor's construction activities. Coordinate such that the utilities are relocated in time to allow for completion of levee improvements in accordance with the Time of Completion schedule. Coordinate with PG&E for temporary de-energizing and dropping of overhead power lines to accomodate construction activities. As necessary, work around utilities that have not been relocated.

If any individual utilities must be relocated more than once to enable Contractor's completion of construction activities, the second relocation and any subsequent relocation of the same line will be at the Contractor's expense.

All Contractor costs for this coordination activity shall be incidental to and included in the applicable unit prices or lump sum prices contained in the Bid Schedule. Contractor will not be paid any additional costs or allowed a time of completion extension for this coordination activity. The Contractor shall measure the height of all overhead utilities within 10 days of the Notice to proceed and report all utilities that conflict with

Final Submittal SECTION 01 00 00 Page 6 Oct 29, 2019 the work to the Contracting Officer. In addition, the Contractor shall initiate coordination with the applicable agencies and utility companies no later than 90 days prior to construction reaching a utility.

1.10 GENERAL SAFETY REQUIREMENTS

1.10.1 General

For information regarding specific Safety Requirements see Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS. Refer to EM 385-1-1, (see Contract Clauses, Section 00 73 00, ACCIDENT PREVENTION) and the Occupational Safety and Health Act (OSHA) Standards for Construction 29 CFR 1926; General Industry Standards 29 CFR 1910; and the National Fire Protection Association Codes are applicable to this contract. In case of conflict the most stringent requirement of the standards is applicable.

1.10.2 The Prime Contractor's Superintendent

The Prime Contractor's superintendent must take an active role in enforcing the safety requirements by participation in safety conferences, hazard analysis as identified in Section 01 35 26, tool box meetings, walk-through inspections, correction of violations, etc., and including that of the subcontractor's work.

1.10.3 Violations

If recurring violations and/or gross violation indicate that the safety performance is unsatisfactory, corrective action must be taken as directed, and at the discretion of the Contracting Officer the retention or some part thereof will be withheld from the progress payment until corrective action has been completed.

1.10.4 Fire Prevention

Cutting or welding will be permitted only in areas that are or have been made fire safe. Where possible, all combustibles must be located at least 35 feet horizontally from the work site. Where such location is impracticable, combustibles must be protected with fire blankets and/or protective welding screens to prevent slag from running out of the work area. Edges of covers at the floor must be tight to prevent sparks from going under them. This precaution is also important at overlaps where several covers are used to protect a large pile. Do not allow any welding/cutting or open flame operations in facilities that are protected by a wet pipe fire sprinkler or an automatic detection system, if the system is out of service. First priority of work will be to return the suppression/detection system to operational condition. Return the fire detection and/or suppression system back to an operational status (if possible) during periods that the facility is unoccupied, and at the end of the work day. Post a fire guard for a 24 hour period (or certify to the Fire Department that the facility is safe) after welding, cutting, and open flame operations in a facility when: (a) fire detection and suppression system can not be returned to service; (b) fire detection or suppression systems do not exist. Other fire prevention precautions must be in accordance with the latest National Fire Codes.

1.10.4.1 Inspections

All construction sites are subject to fire and safety inspections without notice. Any violation of fire and safety standards may result in a work

Final Submittal SECTION 01 00 00 Page 7 Oct 29, 2019 stoppage at the expense of the Contractor.

1.10.5 Recordkeeping/Reporting Requirements

On all contract operations, record and report all accident exposure and experience incident work. (This includes exposure and experience of the prime contractor and sub-contractor(s)). As a minimum these records must include exposure work-hours and a log of occupational injuries and illnesses. (OSHA Form 300 or state equivalent as prescribed by 29 CFR 1904 ) Refer to EM 385-1-1, 01.D.04.

1.10.6 Accident Reporting

In addition to the requirements for reporting accidents in accordance with EM 385-1-1, Section 1, submit at the 50 percent point and 100 percent of project completion, a written summary of worker's compensation claims filed by workers on the project. The report will include all subcontractors.

The main report covering the Prime Contractor claims will be certified as "correct and true" by the Contractor's compensation insurance carrier. The same certification will be required for subcontractor reports.

1.11 PLANNED UTILITY OUTAGES AND STREET CLOSURES

All utility outages and street closures must be of as short a duration as possible and must be scheduled as far in advance as possible with the Contracting Officer, in no case less than 14 days before the outage or closure. Obtain from the Contracting Officer in writing a statement or schedule giving the permissible times of outages or closures for particular installations and the maximum time allowed for each. Strictly observe such schedules and the contractor will be held responsible for any violations.

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

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, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

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 will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

MARYSVILLE

Final Submittal SECTION 01 00 00 Page 8 Oct 29, 2019

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

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

Upon execution of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

Refer to ER 415-1-15.

1.13 SPECIAL CONSTRUCTION PROCEDURES

1.13.1 Recreation/Community Mitigation

The following measures would be implemented to reduce the short term effects on Recreation and the Community:

a. Prior to construction, cooperate with the Contracting Officer in providing public outreach through mailings, posting signs, coordination with interested groups, and meetings to provide information regarding changes to recreation use and access.

b. Prior to construction, cooperate with the Contracting Officer as necessary in the coordination with local bike groups and alternative bike routes.

c. Before and during construction, place warning and restriction signs at construction areas and levee access points to notify users of ongoing construction and limits of use.

d. If there are trucks or equipment needing time to maneuver or access construction areas, or if directed by the Contracting Officer, station flaggers to slow or stop approaching vehicles, bicyclists, and pedestrians to avoid conflicts with construction vehicles or equipments and to maintain public safety.

e. Although, there would be short-term disruptions to recreation in the project area during construction, reduce the disruptions to a less-than-significant level with implementation of the mitigation measures.

1.13.2 Partnering

The Government intends to encourage the foundation of a cohesive partnership with the Contractor and its subcontractors. This partnership will be structured to draw on the strengths of each organization to identify and achieve reciprocal goals. The objectives are effective and efficient contract performance and are intended to achieve completion within budget, on schedule and in accordance with plans and specifications. To implement this partnership initiative, arrange, within 60 calendar days of Notice To Proceed, a one-day partnership development seminar/team building workshop that will cover at a minimum the following elements: Commitment, Trust, Communication, Roles & Responsibilities, Timely Responsiveness, Mutual Goals, Conflict Management, Dispute Resolution and project specific issues. Arrange for a meeting location to accommodate at least 40 people (i.e. made up of the Contractor's key on-site personnel, key subcontractors and key Government personnel) and hire a Facilitator to conduct the workshop. A Team Charter, along with a Workshop Report, must be developed and distributed to each participant at

Final Submittal SECTION 01 00 00 Page 9 Oct 29, 2019 the conclusion of the workshop.

1.13.3 Temporary Fence

Erect and maintain a temporary site fence. The fence must be at least a 6'-0" high chain link fence installed on metal posts. A vision inhibitor consisting of slats or other approved means, must be installed. The fence must be capable of withstanding wind loads of 60 m.p.h. without damage.

All materials and installation are subject to approval of the Contracting Officer's Representative. The fence must encompass the entire project site. The fence location and design must be submitted for approval. The submittal must provide detailed drawings and computations signed by a registered engineer. The layout will include the proposed location of access gates. Gates are to be locked at all times when the Contractor is not on site. For purposes of safety, provide tagged keys to the Marysville Fire Department. Clean the fence perimeter daily, both within the fence and outside of the fence to prevent any accumulation of trash and debris adjacent to the fence. The fence will be removed upon a written notice by the Contracting Officer.

1.13.4 Archaelogical Concerns

a. Survey the Limits of Work as shown on the drawings and monitor excavation activities at those locations to determine whether or not archaeological deposits are present. Deliver a survey/monitoring report to the Contracting Officer

b. It is possible for ground disturbing activity to expose prehistoric or historic archeological features and deposits.

Should archeological features or deposits be discovered during any construction, demolition, excavation, grading, or related actions, the contractor must suspend all activity that would affect the discovered archeology and must immediately notify the Contracting Officer. All work in the vicinity of the discovery must stop until the site may be evaluated by an archaeologist that individually meets the standards of the Secretary of the Interior and required consultation/coordination can be completed with the State Historic Preservation Officer and, when American Indian archeology is included in the discovery, representatives of the Native American Indian community.

1.13.5 Union Pacific Railroad (UPRR)

The project limits of work include UPRR tracks and facilities. All work near and/or within the UPRR right-of-way must comply with Section

01 31 13.13 PROJECT COORDINATION WITH UNION PACIFIC RAILOAD.

1.13.6 Kinder Morgan Fuel Line

A Kinder Morgan fuel line crosses the project limits adjacent to the UPRR right-of-way as shown on the drawings. All work near the Kinder Morgan facilities must comply with the California State Fire Marshal Information Bulletin #03-001 ENRCROACHMENTS INTO OR ON PIPELINE EASEMENTS in addition to the Kinder Morgan Guidelines for Design and Construction near Kinder Morgan Hazardous Liquid Operated Facilities. Contact Kinder Morgan and coordinate all work near the pipeline at least 30 days prior to work.

Under no circumstance may any work or modifications be done to the Kinder Morgan facilities.

Final Submittal SECTION 01 00 00 Page 10 Oct 29, 2019

1.13.7 Construction Sequencing

Two phases of the Marysville Ring Levee program, namely Phase 2B & Phase 3 are solicited as one construction project, to be constructed in three construction seasons. Phase 3 has been divided up into multiple Segments (A through E) and Phase 2B labeled as Segment D. Segments A, B, and C are base contract line items and Segments D and E are bid option items. Upon award of this contract, the base segments must be constructed in sequential order, beginning with Segment A. Segments B and C must not begin physical work sooner than year 2021, unless otherwise notified by the Contracting Officer. The bid options must be constructed as they are exercised.

Segments D and E must not begin physical work sooner than year 2021 and the options are exercised, unless otherwise notified by the Contracting Officer.

The phases will require coordination with other ongoing efforts for levee improvements. Notably, Phase 2C is immediately west of State Road 70 and is set to proceed prior to Phase 2B. Coordinate as necessary to ensure safe construction operations and maintain site access.

Phase 2B and Phase 3 share limits of work and will require overlap of cutoff walls. Overlap at the phase interface near Simpson Lane will require overlap between open trench and deep mixing method walls as shown on the plans. Likewise, Phase 3 has two additional transitions between open trench and deep mixing method that will require overlap.

It is anticipated that the open trench wall will be constructed prior to construction of the deep mixing method wall. However, the contractor may submit to construct the two phases and wall types in a preferred sequence pending government approval of the work plan related submittals included in sections 31 56 14 SOIL-BENTONITE (SB) CUTOFF WALL and 31 83 13 CUTOFF WALL

DEEP MIXING METHOD.

1.14 MANDATORY WORK STOPPAGES

a. A mandatory work stoppage occurs whenever the Contractor is restricted from working a full workday and is unable to reallocate work forces to other locations. All costs associated with five mandatory work stoppages must be included in the cost of the bid items of work and no additional compensation will be allowed as these stoppages shall be considered as a subsidiary obligation of the Contractor. No additional compensation or extension to the Contract performance period will be given as a result of 5 mandatory work stoppages.

(1) In the event that the Contractor's work force is required to evacuate any part of the working area during working hours established by the Contractor for this contract, the Government will then make an adjustment under the clause entitled, FAR 52.242-14 SUSPENSION OF WORK, see Section 00 73 00. The Government's liability will be considered to be limited to reimbursement for loss of time of Contractor's employees and equipment which otherwise would have been employed on the job.

The completion time for any part of the work will not be extended if the total number of working hours of work stoppage does not exceed 0.8 times the number of calendar days in the period between the date of notice to proceed and the specified completion date.

In the event the Contractor is required to evacuate the area in excess of the time specified above, the completion times will be adjusted.

Final Submittal SECTION 01 00 00 Page 11 Oct 29, 2019

(2) The Contractor may be required, without advance notice, to move work to a different location. Prepare to increase or decrease work forces with appropriate trades to perform work in the relocated work areas at no additional cost to the Government.

b. Notify the Contracting Officer when a mandatory work stoppage occurs for recording purposes. Otherwise, the work stoppage will not be credited to the Contractor.

1.15 COMMERCIAL BORROW SITE

It is the Contractor's responsibility to locate a reliable commercial borrow site within a 12 mile radius from the project site, and secure borrow material as needed for the Project. Borrow site and material shall be in compliance with the requirements defined in the Contract Documents.

The borrow site shall be located as close to the project sites, as practical; the borrow site may be further as long as total air quality requirements are met in any condition. Borrow site and activities associated with removal of borrow material shall be in compliance with all applicable local, state, and federal regulations.

Prior to beginning construction work submit a Borrow Source Plan to the Contracting Officer. The Borrow Source Plan shall include the location of borrow site(s), as well as copies of borrow site current and applicable Federal, State and Local permits. Determine and provide certification to the Contracting Officer that the borrow material is free from contaminants and is suitable for use on the project. The Borrow Source Plan shall be prepared and submitted at no additional cost to the Government.

1.16 COMMERCIAL DISPOSAL SITE

Locate a reliable commercial disposal site, and secure a disposal site as needed for the Project. The disposal site shall be in compliance with the requirements defined in the plans, specifications, and Contract Documents.

Disposal site shall be located as close to the project sites, as practical;

the disposal site may be further as long as total air quality requirements are met in any condition. Disposal site and disposal activities shall be in compliance with all applicable local, state, and federal regulations.

Prior to beginning construction work, submit a Disposal Plan to the Contracting Officer. The Disposal Plan shall include location of disposal site(s), as well as copies of disposal site current and applicable Federal, State and local permits. Determine and provide certification to the Contracting Officer that the material to be disposed is free from contaminants and is suitable for disposal at a commercial facility. The Disposal Plan shall be prepared and submitted at no additional cost to the Government.

1.17 TRAFFIC CONTROL PLAN

Incorporate traffic mitigation measures into the Traffic Control Plan in order to reduce effects to traffic. Develop a Traffic Control Plan prior to construction. Coordinate all use of public roads, road closures and mitigation with the Contracting Officer, City of Marysville, County of Yuba and other responsible agencies. The Contractor is solely responsible for all associated costs of applying and obtaining permits related to the traffic control plan. This plan must include the following measures:

Final Submittal SECTION 01 00 00 Page 12 Oct 29, 2019

a. Post construction zones along residential roadways to notify approaching motorists of trucks entering and exiting roadside construction sites and to reduce speeds through the construction zone.

b. Place signs at construction areas before and during construction, to notify users of ongoing construction and limits of use. Clearly fence and delineate closure of levee roads, staging areas, and construction sites.

c. Before and during construction, post signs for rerouted routes for pedestrians and bicyclists.

d. Construction vehicles are not permitted to block any roadways or driveways.

e. Provide access for emergency vehicles at all times

f. Use signs and flagmen as needed, to alert motorists, bicyclists, and pedestrians to the presence of haul trucks and construction vehicles at all access points.

g. If there are trucks or equipment needing time to maneuver in residential areas or into or out of construction sites, flaggers must be stationed to slow or stop approaching vehicles to avoid conflicts with construction vehicles or equipment.

h. Identify and provide off-street parking to the construction workers and their vehicles and trucks. Encourage construction workers to carpool and park in designated staging areas. If possible, parking would be close enough to walk to the site.

i. Repair any roads damaged by construction.

j. Contractor employees and subcontractors must use off-street parking for vehicles.

1.18 HAUL ROUTE PLAN

Submit a Haul Route Plan prior to beginning work.

This plan shall include offices, material storage areas and structures and the access routes to these areas. Haul routes from the sites to major highways shall be indicated. All required traffic signs, special limits, warning devices, lighting and other such safety devices required by EM 385-1-1, OSHA, local cities and Caltrans (on state roads) shall be shown.

Provisions shall be made in the plan for alternate routes when interferences block designated haul routes. The plan shall be revised and resubmitted if the haul routes being used are not as shown on the plan.

1.19 CONTRACTOR SAFETY PERSONNEL REQUIREMENTS

a. Full-time, on-site, safety coverage by contractors must be required for the life of the contract.

b. The following conditions must be met:

(1) Employ, to cover all hours of work at the project site(s), at least one safety and health person to manage the Contractor's safety program; duties which are not germane to the safety program must not be assigned to this person(s). The principal safety and

Final Submittal SECTION 01 00 00 Page 13 Oct 29, 2019 health person must report to and work directly for the Contractor's top on-site manager, corporate safety office, or other high-level official of equivalent position. The safety and health person(s) must have the authority to take immediate steps to correct unsafe or unhealthful conditions. The employment of a safety and health person(s) must not abrogate the safety and health responsibilities of other personnel.

(2) Qualifications for Safety and Health Person(s).

(a) Safety and Health Person(s) must have a degree in engineering or safety in at least a four year program from an accredited school and must have been engaged in safety and occupational health for at least one (1) year of experience (no time being credited to this one (1) year unless at least fifty (50) percent of the time was devoted to safety and occupational health) and must have at least one (1) year experience in construction, or--

(b) Safety and Health Person(s) must have legal registration as a Professional Engineer or a Certified Safety Professional and must have been engaged in safety and occupational health for at least one (1) year of experience (no time being credited to this one (1) year unless at least fifty (50) percent of the time was devoted to safety and occupational health) and must have at least one (1) year experience in construction, or--

(c) Safety and Health Person(s) must have a degree other than that specified in paragraph, Qualifications for Safety and Health Person(s) above, and must have been engaged in safety and occupational health for at least three (3) years of experience (no time being credited to these three (3) years unless at least fifty

(50) percent of the time each year was devoted to safety and occupational health) and must have at least two (2) years experience in construction, or--

(d) In lieu of a degree, Safety and Health person(s) must have been engaged in safety and occupational health for at least five

(5) years of experience (no time being credited to these five (5) years unless at least fifty (50) percent of the time each year was devoted to safety and occupational health) and must have at least two (2) years experience in construction.

(e) First aid work is not a creditable experience.

(3) The name and qualifications of the nominated safety and health person(s) must be furnished to the Contracting Officer for acceptability and a functional description of duties must be provided prior to the pre-work conference.

NOTE: Provide one or more Safety and Health Persons, each of whom meets the qualifications of b. (2) Qualifications for Safety and Health Person(s), physically present on the actual site of the work whenever work of any sort is being performed by a Contractor, subcontractor, or supplier personnel on the work site. The foregoing clause language must not be interpreted to contravene this note.

1.20 BID ITEM OVERRUN

Throughout the contract (at a minimum, every two weeks), monitor placement

Final Submittal SECTION 01 00 00 Page 14 Oct 29, 2019 or installation of unit price items (if any) with respect to the original estimated quantities shown in the contract. If placement or installation indicates a possible overrun with respect to the original estimated quantities shown in the contract, immediately provide written notification to the Contracting Officer with revised total estimated quantities.

1.21 COLOR SCHEME FOR CONTRACTOR FACILITIES

All Contractor storage and operational facilities including temporary structures, signs and fencing, that remain at the site must be compatible with the color scheme used on the project signs as directed by the Contracting Officer.

1.22 ONE YEAR SEEDING MAINTENANCE CONTRACT

The contractor must provide materials and labor to maintain seeded areas for one year after the completion of work activities.

1.23 SOIL DENSITY TEST (USING METERS CONTAINING RADIOACTIVE MATERIALS)

a. Nuclear methods are acceptable for soil and soil-aggregate density tests required by this contract. Testing for official results must be conducted as specified section 31 00 00 EARTHWORK. If the Contractor proposes to use meters containing radioactive materials, adhere to the following requirements:

b. In accordance with 06.E of EM 385-1-1, Safety and Health Requirements Manual, obtain a service permit to use, store, operate, or handle a radiation producing machine or radioactive materials on the project site. The service permit must be obtained from the appropriate U.S.

Army Command through the Contracting Officer's Representative. The Contractor should notify the Contracting Officer during the pre-work conference if a radiation producing device will be utilized on the project site in order to determine the permit application requirements, and allow a lead time of 45 days for obtaining a permit.

c. The Contractor is responsible for providing a copy of any Nuclear Regulatory Commission (NRC) licenses per the Code of Federal Regulations 10 CFR "Energy" for all radioactive sources brought onto the project site by the Contractor and/or subcontractors. These licenses must be provided to the Contracting Officer's Representative, before the radioactive sources is allowed on the project site.

1.24 WARRANTY OF CONSTRUCTION

a. Performance Bond.

(1) It is understood that the Contractor's Performance Bond will remain effective throughout the life of all warranties and warranty extensions.

(2) In the event the Contractor or his designated representative fails to commence and diligently pursue any work required under the Warranty of Construction Section of the Technical Provisions within a reasonable time after receipt of written notification pursuant to the requirements thereof, the Contracting Officer must have 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

Final Submittal SECTION 01 00 00 Page 15 Oct 29, 2019 the Performance Bond, the Contracting Officer must have the work performed by others, and after completion of the work, must make demand for reimbursement of any or all expenses incurred by the Government while performing the work, including, but not limited to administrative expenses.

(3) The warranty period for the work performed under this contract shall be one year from the date of acceptance of the project by the government. 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, etc., will be handled by the Contractor on an immediate basis as directed verbally by the Contracting Officer or his authorized representative. Written verification will follow verbal instructions. Failure of the Contractor to respond as verbally directed will be cause for the Contracting Officer or his authorized representative to have the warranty repair work performed by others and to proceed against the Contractor as outlined in the paragraph b. above.

b. Pre-Warranty Conference. Prior to contract completion and at a time designated by the Contracting Officer or his authorized representative, meet with the Contracting Officer to develop a mutual understanding with respect to the requirements of SECTION 00 73 00, Paragraph, WARRANTY OF CONSTRUCTION, of this specification. Communication procedures for Contractor notification of warranty defects, priorities with respect to the type of defect, reasonable time required for Contractor response, and other details deemed necessary by the Contracting Officer or his authorized representative for the execution of the construction warranty must be established/reviewed at this meeting.

In connection with these requirements and at the time of the Contractor's quality control completion inspection, the Contractor will furnish the name, telephone number and address of a licensed and bonded company which is authorized to initiate and pursue warranty work action on behalf of the Contractor. This single point of contact will be located within the local service area of the warranted construction, will be continuously available, and will be responsive to Government inquiry on warranty work action and status. This requirement does not relieve the Contractor of any of his responsibilities in connection with Section 00 73 00, Paragraph, WARRANTY OF CONSTRUCTION.

c. Contractor's Response to Warranty Service Requirements. The following warranty service requirements are applicable to this contract.

Following notification by the Contracting Officer or the Contracting Officer's Representative, respond to a warranty service requirement identified by the Contracting Officer's Representative in accordance with the "Warranty Service Priority List" of this program. This list prioritizes warranty work into the categories:

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.

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.

Final Submittal SECTION 01 00 00 Page 16 Oct 29, 2019

Third Priority All other work to be initiated within 5 work days and work continuously to completion or relief.

The "Warranty Service Priority List" must be compiled by the Contractor and approved by the Contracting Officer.

1.25 NON CONTRACT WORK

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

1.26 DAMAGE TO SURROUNDING PROPERTY

All project-associated activities must be performed without damaging or contaminating adjacent work areas, storm water runoff and diversions from the site. Where such work or areas are damaged or contaminated, work and areas must be restored to the original condition at no additional cost to the Government.

1.27 DAMAGE TO ROADS

Preserve and protect all existing private or project access or right-of-way roads. At the completion of work and prior to the Contractor leaving the project, he must restore to pre-project conditions all such roads. Repairs must include replacement of base rock and/or surface treatment as required. Refer also to paragraph PROTECTION OF TRAFFIC in section 01 50 00

TEMPORARY CONSTRUCTION FACILITIES.

1.27.1 Documentation Regarding Potential Damage to Access Routes

Preconstruction Quantity Survey Plan stating the names of personnel and license number who will be performing the Preconstruction Access Road Survey and the Post-Construction Access Road Survey. Include the procedures to follow in conducting the surveys.

1.27.1.1 Preconstruction Access Road Survey

Complete and submit a Preconstruction Access Road Survey including digital video and digital photographs of all public, private, and project access or right-of-way roads before construction begins. Submit two copies of the survey, the digital video, and the digital photographs before the start of construction operations. Video must be digital format. Photographs must be 3 X 5 inch prints.

1.27.1.2 Post-Construction Access Road Survey

After completion of construction of the project, submit a Post-Construction Access Road Survey including digital video and digital photographs of the same area where preconstruction digital video and digital photographs were taken. Submit two copies of the survey, the digital video, and digital photographs.

1.28 ENVIRONMENTAL LITIGATION

a. If the performance of all or any part of the work is suspended, delayed, or interrupted due to an order of a court of competent jurisdiction as a result of environmental litigation, as defined below, the Contracting Officer, at the request of the Contractor, must

Final Submittal SECTION 01 00 00 Page 17 Oct 29, 2019 determine whether the order is due in any part to the acts or omissions of the Contractor or a subcontractor at any tier not required by the terms of this contract. If it is determined that the order is not due in any part to acts or omissions of the Contractor or a subcontractor at any tier other than as required by the terms of this contract, such suspension, delay, or interruption must be considered as if ordered by the Contracting Officer in the administration of this contract under the terms of the SUSPENSION OF WORK clause of this contract, see Section 00 73 00.