A07.01_-_Atch_1_-_Specifications_2147_20181203.pdf

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited

REQUEST FOR PROPOSAL (RFP)

SUTTER BASIN FLOOD RISK MANAGEMENT

PROJECT

CYPRESS AVE TO TUDOR RD

SUTTER COUNTY, CALIFORNIA

PROJECT NO. 452804

SPECIFICATION NO. 2147

DESIGN FILE NO. 4-04-0642

Sutter Basin Flood Risk Management Project Cypress Ave to Tudor R 2147

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 14 22 SPECIAL REQUIREMENTS

01 22 00 PRICE AND PAYMENT PROCEDURES

01 32 01 PROJECT SCHEDULE

01 32 23 SURVEY AND LAYOUT DATA

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 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 32 00 SUBSURFACE DRILLING, SAMPLING, AND TESTING

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 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)

DIVISION 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

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 92 00 JOINT SEALANTS

DIVISION 09 - FINISHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DIVISION 10 - SPECIALTIES

10 14 00.10 EXTERIOR SIGNAGE

PROJECT TABLE OF CONTENTS Page 1

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 02 CLEARING, GRUBBING, AND STRIPPING

31 56 13.14 CUTOFF WALL - OPEN TRENCH SOIL BENTONITE (SB)

31 83 13 CUTOFF WALL DEEP MIXING METHOD

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 15 00 AGGREGATE SURFACING

32 31 13 CHAIN LINK FENCES AND GATES

32 31 26 WIRE FENCES AND GATES

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 11 02 STORM DRAINAGE AND IRRIGATION; PRESSURIZED

33 40 02 STORM DRAINAGE AND IRRIGATION; GRAVITY

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 16 SLUICE GATES

35 20 16.53 VERTICAL LIFT GATES

DIVISION 43 - PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND STORAGE

EQUIPMENT

43 21 29 FLOW MEASURING EQUIPMENT

-- 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

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 WORKING HOURS

1.7 TEMPORARY ELECTRIC WIRING

1.7.1 Temporary Power and Lighting

1.7.2 Construction Equipment

1.7.3 Circuit Protection

1.8 UTILITIES

1.9 PLANNED UTILITY OUTAGES AND STREET CLOSURES

1.10 EXCAVATION PERMITS

1.11 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.12 EQUIPMENT DATA FORM

1.13 SPECIAL CONSTRUCTION PROCEDURES

1.14 HAZARDOUS NOISE AREA

1.15 AGGREGATE SOURCES

1.16 WARRANTY OF CONSTRUCTION

1.17 NON CONTRACT WORK

1.18 DAMAGE TO ROADS

1.18.1 Documentation Regarding Potential Damage to Access Routes

1.18.1.1 Preconstruction Access Road Survey

1.18.1.2 Post-Construction Access Road Survey

1.19 CONSTRUCTION SURVEY

1.20 ENVIRONMENTAL LITIGATION

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

ATTACHMENTS:

CESPK FORM 450

-- End of Section Table of Contents --

SECTION 01 00 00 Page 1

SECTION 01 00 00

GENERAL REQUIREMENTS

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)

EM 385-1-1 (2014) 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 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

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

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

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

Department of Labor Veterans Employment Assistance

SECTION 01 00 00 Page 2 http://www.dol.gov/vets/

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

Army Wounded Warrior Program -http://wct.army.mil/modules/employers/e1-hireOurSoldiers.html

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

Guide to Hiring Veterans - Reference Material https://www.dol.gov/veterans/Employer-Guide-to-Hire-Veterans-DEC-2017.pdf

1.4 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Preconstruction Quantity Survey Plan; G

Preconstruction Quality Survey Plan; G

Preconstruction Access Road Survey

SD-11 Closeout Submittals

Post-construction Access Road Survey

1.5 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 he has made due allowance for value, if any, of such scrap in the contract price.

1.6 WORKING HOURS

Allowable construction hours are between 5:00 a.m. and 7:00 p.m., Monday through Saturday, excluding Government holidays. Do not close any lane or road of traffic to the public during the peak hours of 6:30 a.m. to 8:00 a.m. and 3:30 p.m. to 6:00 p.m., except as necessary for the proper care and protection of work already performed or in case of an emergency repair.

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 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.

SECTION 01 00 00 Page 3

1.7.2 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.

1.7.3 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 unit.

1.8 UTILITIES

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.

1.9 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.

Electrical utility outages and line-drops require a minimum notice of six

(6) weeks.

SECTION 01 00 00 Page 4

1.10 EXCAVATION PERMITS

a. General. Reference is made to the article of the contract entitled "Permits and Responsibilities," which obligates the Contractor to obtain all required licenses and permits.

1.11 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

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.

1.12 EQUIPMENT DATA FORM

In conjunction with paragraph, EFARS 52.231-5000 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE, submit CESPK FORM 450 for all necessary equipment to perform work requiring adjustment of contract price and must submit these forms with the modification proposals. A sample form is at the end of this Section.

1.13 SPECIAL CONSTRUCTION PROCEDURES

1.14 HAZARDOUS NOISE AREA

Work area for this contract is located within a high noise area and can be

SECTION 01 00 00 Page 5 hazardous to the human ear. The Contractor is responsible for providing adequate ear protection as may be required for Contractor's personnel at the job site.

1.15 AGGREGATE SOURCES

Aggregate must be provided from a commercial source selected by the Contractor and approved by the Government.

1.16 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 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) 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 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 FAR Clause 52.246-21 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, SECTION 01 00 00 Page 6 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 FAR Clause 52.246-21 Paragraph, WARRANTY OF CONSTRUCTION.

c. Equipment Warranty Identification Tags. Provide warranty identification tags on all equipment installed under this contract.

d. 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.

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.

Should parts be required to complete the work and the parts are not immediately available provide the Contracting Officer's Representative 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 for the Contractor to perform permanent warranty repair. Include a firm date and time that the required parts must be available on site to complete the permanent warranty repair. The Contracting Officer's Representative will evaluate the proposed alternatives and negotiate the alternative considered to be in the best interest of the Government to reduce the impact of the emergency condition. Alternatives considered by the Contracting Officer's Representative will include the alternative for the Contractor to "Do Nothing" while waiting until the required parts are available to perform permanent warranty repair. Negotiating a proposal which will require Government participation and the expenditure of Government funds must constitute a separate procurement action by the using service.

1.17 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.

1.18 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

SECTION 01 00 00 Page 7 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 AND CONTROLS.

1.18.1 Documentation Regarding Potential Damage to Access Routes

Submit a 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.

1.18.1.1 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 submitted on CD.

1.18.1.2 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.

1.19 CONSTRUCTION SURVEY

Submit a Preconstruction Quality Survey Plan stating the names of personnel and license number who will be in performing the before construction (B.C.)

Survey, plus the procedures to be followed in conducting the B.C. survey.

See also Section 01 32 23 SURVEY AND LAYOUT DATA.

1.20 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 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. The period of such suspension, delay or interruption must be considered unreasonable, and an adjustment must be made for any increase in the cost of performance of this contract (excluding profit) as provided in that clause, subject to all the provisions thereof.

b. The term "environmental litigations" as used herein, means a lawsuit alleging that the work will have an adverse effect on the environment or that the Government has not duly considered, either substantively or procedurally, the effect of the work on the environment.

SECTION 01 00 00 Page 8

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

The Government will provide an optical disc at the preconstruction conference that contains the materials specified in Section 01 78 00

CLOSEOUT SUBMITTALS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

Provide five combined after award hard copy sets reproduced from the PDF Contract Documents provided by the Contracting Officer at the time of award. The hard copy drawings must be twoset of ANSI D (22" x 34")and three sets of half size (11" x 17") 3-hole punched and bound with metal posts. The five sets of specifications must be standard letter (8-1/2" x 11") 3-hole punched and bound with metal posts. Submit these documents within 5 work days of the receipt of the AWARD documents from the Government.

-- End of Section --

SECTION 01 00 00 Page 9

CONTRACTOR EQUIPMENT DATA SHEET

(Data to be furnished by Contractor for all equipment to be used on modifications as required under the Special Provisions of the Contract.)

DATE

CONTRACTOR CONTRACT NUMBER

1. EQUIPMENT DESCRIPTION

2. MODEL AND SERIES

3. YEAR PURCHASED

4. PURCHASE PRICE AT YEAR PURCHASED

5. LIST PRICE, YEAR OF MANUFACTURE

6. YEAR MANUFACTURED

7. EQUIPMENT HORSEPOWER

8. CARRIER HORSEPOWER

9. FUEL TYPE

10. SHIPPING WEIGHT

11. TIRE SIZE: FRONT - ______________________ DRIVE - _______________________ TRAILING - _______________________

REMARKS:

CESPK FORM 450 1 SEP 92 (Edition of Apr 84 will be used) FormFlow 2.2, ver 1

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 22

SPECIAL REQUIREMENTS

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SCOPE OF WORK

1.3 PERMITS AND APPROVALS

1.4 LANDS AND RIGHT-OF-WAY

1.5 CONSTRUCTION ACCESS

1.6 LOCKING GATES

1.7 WATER SOURCE FOR CONSTRUCTION OPERATIONS

1.8 PROVISION REGARDING MAINTAINING MINIMUM FLOOD PROTECTION DURING

CONSTRUCTION

1.9 FLOOD CONTINGENCY PLAN

1.10 PROTECTION OF EXISTING IMPROVEMENTS

1.11 STOP WORK AUTHORITY

1.12 SPEED LIMIT

1.13 UTILITY RELOCATIONS (DRY)

1.14 WATER WELL DECOMMISSIONING

1.15 UTILITY PROVIDER RESPONSE PLAN

1.16 RELOCATION OF OVERHEAD UTILITIES DURING CUTOFF WALL CONSTRUCTION

1.17 AGRICULTURAL SPRAYING MONITOR

1.18 DAMAGE TO ORCHARD TREES

1.19 GARDEN HIGHWAY MUTUAL WATER COMPANY PIPE CROSSING - 72 INCH PIPE

REPLACEMENT- STATION 298+38

1.20 TAYLOR BROTHERS PIPE CROSSING - 14 INCH PIPE - STATION 408+33

1.21 FEATHER WATER DISTRICT PIPE CROSSING - 4-18 INCH PIPES - STATION

409+60

1.22 FEATHER WATER DISTRICT - 2-1/2 INCH ELECTRICAL CONDUIT

1.23 FEATHER WATER DISTRICT - 42 INCH IRRIGATION PIPELINE

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 14 22 Page 1

SECTION 01 14 22

SPECIAL REQUIREMENTS

PART 1 GENERAL

1.1 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Haul Route Plan; G

Flood Contingency Plan; G

Utility Response Plan

Agricultural Spraying Communications Plan; G

GHMWC Pipe Crossing Temporary Bypass System Plan; G

GHMWC Pipe Crossing Permanent Bypass Plan; G

Taylor Brothers Pipe Crossing Temporary Bypass System Plan; G

Taylor Brothers Pipe Crossing Permanent Bypass Plan; G

FWD Pipe Crossing Temporary Bypass System Plan; G

FWD Pipe Crossing Permanent Bypass Plan; G

FWD Electrical Conduit Temporary Electrical Bypass System Plan; G

FWD Electrical Conduit Permanent Bypass Plan; G

FWD Irrigation Pipeline Temporary Bypass System Plan; G

FWD Irrigation Pipeline Permanent Bypass Plan; G

1.2 SCOPE OF WORK

The work includes approximately 25,300 linear feet (4.8 miles) of levee improvement as outlined below:

a. Levee excavation

b. Cutoff wall construction

c. Levee reconstruction

d. Pipe crossing improvements

SECTION 01 14 22 Page 2

e. Irrigation Pipe Installation

f. Irrigation Pipe Removal

g. Electrical Conduit Installation

h. Temporary Irrigation Bypass Systems

i. Modification and/or relocation of utilities

At a minimum, Stations 224+00 to 296+00, Stations 301+00 to 407+00, and Stations 412+00 to 477+00 must be completed by 31 October 2019 in accordance with the associated specifications, drawings, and terms and conditions identified herein and herewith.

1.3 PERMITS AND APPROVALS

The Government has obtained various permits, agreements, and rights for performance of the work. Copies of these Government-obtained permits and approvals were provided as part of the solicitation package. The Government may require Contractor to obtain duplicate permits or be a signatory on Government obtained permits. The Contractor is responsible for complying with all conditions of the permits and agreements. Any delays to the Project resulting from the Contractor's failure to follow permit requirements are not the responsibility of the Government. No extension of time for such delays will be granted to the Contractor.

The Contractor is responsible for obtaining all environmental permits or use permits required for easements to land being used for the Contractor's own convenience. Any delays to the Project resulting from the lack of these additional permits or the Contractor's failure to follow permit requirements are not the responsibility of the Government. No extension of time or additional compensation for such delays will be granted to the Contractor. Other Counties may require permits for the construction of the Work and for work within public right of way. The Contractor is responsible for obtaining all such permits and for all associated fees.

Obtain and pay all fees due for all environmental licenses, permits required for the construction of the project and in accordance with FAR 52.236-7 and Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS, paragraph

LICENSES AND PERMITS.

1.4 LANDS AND RIGHT-OF-WAY

The right-of-way for the construction of work, as shown on the Plans, will be provided by the Government. The Contractor is responsible for obtaining land rights and easements for areas to be used for the Contractor's own convenience outside the right-of-way shown and construction limits shown on the Plans. Furnish to the Government any and all independent land agreements made and must ensure that they include statements releasing the Government from any and all liability associated with their usage of that land as it relates to the Contract work and allow for Government access at all times.

1.5 CONSTRUCTION ACCESS

All haul and access routes must be existing public roads, maintenance roads, and temporary haul roads created along the land and water sides of

SECTION 01 14 22 Page 3 the project footprint as directed for such use by the Government.

Stockpiling of construction materials, including portable equipment, vehicles, and supplies, must be restricted to designated construction limits. Restrict movement of heavy equipment to and from the Project site to a Contractor plan approved by the Government prior to movement of the heavy equipment. The Contractor's construction access points must be limited to public roadways unless otherwise noted or as directed in the field by the Contracting Officer. Sweep paved areas at access points each day, or more frequently, as required by the Contractor to control dust and clean up material tracked or spilled on said paved areas or roadways.

Conform to all Federal, State, and municipal laws, codes, and regulations.

1.6 LOCKING GATES

Take care to protect and operate the existing gates that control access to the Project right-of-way, in conformance with Government requirements.

These requirements include preventing passage through the gates of unauthorized persons and equipment during periods of Contractor use of the gates and locking the gates during non-construction periods.

1.7 WATER SOURCE FOR CONSTRUCTION OPERATIONS

The Garden Highway Mutual Water Company (GHMW) and the Feather Water District (FWD) own and operate various water conveyance canals and wells in the vicinity of the Project. Contractor may wish to contact either or both regarding the possibility of utilizing their water systems to provide water for construction. Contact information for GHMW is provided below. Any and all agreements made with GHMW to provide water for the Project must or are be the responsibility of the Contractor. All costs associated with providing water for the Project, from GHMW, or any/all other source(s), must be included in the applicable bid items.

Garden Highway Mutual Water Company Feather Water District Jon Munger Dan Duncan 12755 Garden Highway 280 Wilkie Ave, Yuba City, CA 95991 Yuba City, CA 95991 530-330-2827 530-674-2807

Do not obtain construction water directly from the Feather River by the Contractor.

1.8 PROVISION REGARDING MAINTAINING MINIMUM FLOOD PROTECTION DURING

CONSTRUCTION

Do not begin activities that reduce the level of flood protection, as determined by the Contracting Officer, prior to April 15 of any year.

Contractor must have all levee and pipeline improvements completed by October 31 of any year unless otherwise approved by the Contracting Officer. Do not disturb the existing levee system after October 31.

Disturbance includes but is not limited to the crown access roads, ramps, pipes and/or utilities crossings, stability berms, or excavations within the limits of construction. Stockpiling suitable construction materials, tree removal, reservoir work, clearing, grubbing, and stripping operations along the landside of the levee, removal and installation of services and utilities along the landside are acceptable provided no materials are stored on the levee, on the waterside or within 100 feet of the existing landside levee toe.

SECTION 01 14 22 Page 4

1.9 FLOOD CONTINGENCY PLAN

In the event the water surface elevation of the Feather River is forecasted by the State-Federal Flood Forecast Center to increase significantly for any reason, the Contracting Officer reserves the right to require the Contractor to stop work and to begin continuous operations to complete all partially completed section(s) of the levee embankment and the slurry cutoff wall including capping layers. The Contracting Officer will also have the right to take over the Project to conduct flood protection activities. At least 15 days prior to any levee excavation, submit a Flood Contingency Plan outlining the contingency operations in the event that river elevations above the flood stage (as defined by the Nicolaus gage (see http://cdec.water.ca.gov/cdecstation2/?sta=NIC) on the Feather River using the project datum) are forecasted. The Flood Contingency Plan must include the proposed measures to protect the landside areas which have a reduced level of protection due to construction activities. Include in the plan river stage monitoring, river stage at which the plan will be activated, material and equipment to be used in performance of the contingency plan, estimated time to reconstruct the levee, and location, type and quantity of the stockpiled emergency material. Also include where stockpiled material will be stored and the method for monitoring river elevations. Keep any levee degrade material on the project site for the duration of the construction period, protected from inclement weather, for use as emergency backfill as necessary. For levee degrades allowed by the Contracting Officer before or after the 15 April to 31 October timeframe, the Contractor must be able to reconstruct any degraded levee within 48 hours of being notified by the Contracting Officer.

1.10 PROTECTION OF EXISTING IMPROVEMENTS

Except as specified herein or as shown on the Plans, do not disturb, damage or undermine existing structures, facilities, utilities, or other improvements in the area adjacent to the work area. Take all necessary precautions to prevent any damage to existing facilities. Should damage or injury occur as a result of the Contractor's operations, repair or replace such damaged facilities to the Government's satisfaction at the Contractor's expense.

Repair any damage to public streets resulting from the Contractor's operations at the Contractor's expense. Repair any damage to levee crown roadways that are utilized as haul routes, including but not limited to, repairing the crown road surfacing to its pre-project elevation and cross slope.

1.11 STOP WORK AUTHORITY

The US Army Corps of Engineers (USACE) biologist and archeologist have the authority to immediately stop any activity to avoid the unauthorized take of an individual of the Covered Species (e.g., giant garter snake, Swainson's hawk, valley elderberry longhorn beetle, Federally- and State-listed fish). Bring non-compliance to the immediate attention of USACE Construction Representatives with the authority to administer the Contract and at no time must any individual direct work unless expressly given that authority by the Contracting Officer in writing.

1.12 SPEED LIMIT

Limit speed in all Project work areas and along levees to 10 miles per hour, except on county roads, City roads and on highways. Special

SECTION 01 14 22 Page 5 precautions need to be taken by the Contractor to protect inhabitants of the residences along access roads immediately leading to the project site.

The Contractor may request Contracting Officer approval to increase speed limits on haul roads above the project speed limit. If higher haul road speeds are proposed, submit a haul route plan that includes measures to address dust control, protect wildlife and provide for public and project safety. This plan must contain suitable avoidance measures for wildlife which may include but are not limited to installing exclusionary fencing (silt fencing) within areas that are adjacent to habitat features.

Critical habitat includes aquatic areas and adjacent uplands areas 200 feet on each side of aquatic habitat limits. Exclusionary fencing must extend a minimum of 500 feet beyond the limits of habitat as flagged in the field by Contracting Officer. Add a minimum of 60 days to normal submittal schedule for review and approval of the plan.

1.13 UTILITY RELOCATIONS (DRY)

Locations of both underground and overhead utilities are shown on the drawings to the extent known. The actual location and elevation of the utilities may vary from the locations shown. Unless the drawings or specifications identify that the Contractor is responsible for relocating utilities, utilities requiring relocation will be by others. Coordinate relocations requested for the Contractor's convenience with the Contracting Officer and the owner of the utility. The Contractor will cooperate with the relocation and/or protection of existing utilities.The Contractor to assume that all utility poles needing relocation will be relocated by others no later than 01 July 2019. Prior to that date, the Contractor must plan to protect and work around any existing utility poles.

1.14 WATER WELL DECOMMISSIONING

Locations of water wells to be decommissioned are shown on the drawings to the extent known. The actual location and depth estimates of the wells may vary from those shown on the plans. Coordinate decommissioning of wells with the Contracting Officer and the owner of the wells. The Contractor is to protect existing wells and appurtenances when if they are to remain.

The Contractor is to assume that all wells needing decommissioning will be available for destruction after 01 May 2019. Prior to that date, the Contractor must plan to protect and work around any existing water wells and appurtenances.

1.15 UTILITY PROVIDER RESPONSE PLAN

Prepare and submit a Utility Response Plan. Detail how utility locations are verified, provide protocol for coordination with Utility Providers, detail process on conducting required worker training for all on-site employees with respect to accidental utility damage, and provide utility provider emergency contact information. The Contractor is responsible for coordinating any temporary utility service needs during construction.

1.16 RELOCATION OF OVERHEAD UTILITIES DURING CUTOFF WALL CONSTRUCTION

The Contractor is responsible for coordinating with electrical and communication utility agencies and companies as necessary to relocate existing and new overhead services that conflict with cutoff wall construction activity. Coordinate its operations such that no delay will occur in progression of the construction that may result from conflicts with overhead electrical and communication lines. All Contractor costs for this activity must be incidental and included in the cutoff wall

SECTION 01 14 22 Page 6 measurement and payment. Contractor will not be paid any additional costs or allowed a time of completion extension for this coordination activity.

Measure the height of all overhead utilities within 10 days of the Notice to proceed and report all utilities that conflict with the work to the Contracting Officer. In addition, initiate coordination with the applicable agencies no later than 45 days prior to construction reaching a utility. All existing overhead electrical utility crossings are at 25 feet above levee crest.

1.17 AGRICULTURAL SPRAYING MONITOR

This project is located next to various orchards and farmlands where occasional agricultural spraying may be conducted by local farmers which may affect workers on this project. Spraying may be conducted from either ground-based vehicles or via aerial application. Obtain the services of a California licensed Pest Control Advisor (PCA) to act as the liaison between the land owners, or their designated representative, and the Contractor workers. Prior to beginning work, Contractor is to perform the following tasks:

a. Develop and submit to the Contracting Officer a written Agricultural Spraying Communications Plan to include but not be limited to the following:

(1) Emergency contact information, including telephone numbers to be used in the event of unexpected overexposure or emergencies and submitted to the SPK Safety Office for review.

(2) Qualifications of the CA licensed Pest Control Advisor (PCA).

(3) Overall plan of monitoring, coordination and communication protocols the PCA will undertake to alert workers of anticipated spraying.

(4) List of local/state agencies, landowners, orchard/farmland owners and agricultural spray companies with whom the PCA will coordinate spraying activities.

b. Conduct a training session with USACE and Contractor personnel regarding typical spraying practices, best management practices, symptoms to watch out for, and what to do in case of overexposures.

Training sessions to be repeated as needed for new Contractor employees and subcontractors who did not attend the first training session.

c. Schedule and facilitate a meeting with all affected land owners, or their designated representative, 30 days prior to the start of on-site activities. Meeting agenda to include an overview of the construction Contract scope and schedule, a description of the need to establish proper communication with the land owners regarding agricultural spraying, and a review of the required communication protocol and frequency.

The PCA is be responsible for the following:

a. Coordination between Contractor and landowner, or their designated representative, when agricultural spraying is anticipated. Sufficient notice is required to prevent exposure of workers to dangerous levels of potentially hazardous chemicals.

SECTION 01 14 22 Page 7

b. Develop and communicate a weekly look-ahead and provide detailed information associated with each upcoming individual spraying event.

c. Establish a common e-mail distribution list for use when sharing information regarding agricultural spraying and will report directly to the Contractor's Project SSHO.

d. Engage the landowners or their designated representatives on a weekly basis to remind them of the importance of communicating their anticipated spraying operations and to establish a one-week look ahead of the farmers spraying schedule. This weekly look ahead will be distributed on Friday for the following week's schedule.

e. The PCA will use the e-mail distribution list, with the goal of at least 24-hour notice prior to spraying. The email distribution list will be available for use by the USACE and the Contractor. The email distribution list is intended to facilitate efficient real time communication between interested parties. As a minimum, the list is to provide the following information regarding each planned spraying operation;

(1) The property to be sprayed and method of application.

(2) The date and time the spraying occur.

(3) The chemicals proposed to be applied and exposure symptoms to watch out for.

(4) Estimate of time before workers can re-enter the sprayed area.

(5) Emergency protocols and points of contact in case of accidental exposure.

The Contractor must conduct an executive-level meeting within 72 hours of any safety incident associated with agricultural spraying practices on or adjacent to the project site.

During the course of a calendar year, the Contractor is to plan for delays due to spraying for the following number of days:

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

0 0 2 4 4 3 3 2 1 1 0 0

Delay days noted above are at no additional cost to the Government. Delay days over and above those noted above will be covered in the optional bid items.

1.18 DAMAGE TO ORCHARD TREES

Do not enter onto any orchard, except on existing roads or approved access roads, without prior approval of the Contracting Officer or orchard owner as applicable. The Contractor is responsible for any and all damage to orchard trees, including repair costs, replacement costs, and loss of crop costs for the damaged tree(s). The Contracting Officer and the orchard owner will be the sole judge of the costs to repair or replace damaged trees, and any crop loss costs. The Contracting Officer will have the

SECTION 01 14 22 Page 8 right to deduct the total cost of damage, including crop loss, from monies due the Contractor.

1.19 GARDEN HIGHWAY MUTUAL WATER COMPANY PIPE CROSSING - 72 INCH PIPE

REPLACEMENT- STATION 298+38

The 72-inch pipe located at Station 298+38 crossing the West Levee of the Feather River is a gravity irrigation pipe from the Garden Highway Mutual Water Company (GHMWC) pump station. The existing pipe is a 54-inch diameter pipe and is to be replaced by a 72-inch pipe as shown in the plans. The pipe crossing is permitted under the Central Valley Flood Protection Board Encroachment Permit No. 1223 dated 1947. The pipe crossing is owned and operated by GHMWC. Coordinate all construction work with the GHMWC through the Contracting Officer. Do not contact GHMWC unless authorized by the Contracting Officer.

The 54-inch irrigation pipe must remain operational throughout construction or a temporary bypass system must be provided by the Contractor. The temporary bypass system must be installed between November 16 and March 31 (non-irrigation season). The temporary bypass system must be capable of a minimum of 10 cfs and a maximum of 120 cfs of continuous operation 24 hours a day and 7 days a week from April 1 through November 15. The GHMWC will continue to operate the main pump station. Install, operate, and maintain the temporary bypass system until such time as the permanent system is operational. A booster pump system must be included if the alignment or configuration of the bypass system results in additional head loss (friction or other losses), adversely impacts the existing hydraulic grade line, adversely impacts the efficiency of the motor, is constructed to be a higher elevation than elevation 35.50 (NAVD88), and/or prevents gravity flow. The booster pump system must be designed to operate automatically without any direct connection to the pump station motor control or SCADA.

The operation of the GHMWC system must not be impacted or limited by the bypass system. The performance must meet or exceed the criteria identified above. The hydraulic grade line must be no lower than elevation 45.50 (NAVD88) at the landside distribution box at the maximum flow of 120 cfs.

GHMWC adjusts flow rate throughout the day and night to meet demands in the system. There are three variable speed pumps that discharge into a distribution box. From the Distribution box to the landside concrete lined channel the water runs by gravity. The temporary bypass must operate downstream of the Distribution Box. The Contractor is responsible for operation and maintenance of temporary bypass, booster pump, and power supply.

The irrigation pipeline outage duration must be limited depending on the irrigation season and use of the pump station. From April 1 through November 15, limit the system outage to a maximum of four hours. GHMWC will coordinate the actual date and time of the outage. Coordination with GHMWC through the Contracting Officer must commence within 10 days after the notice to proceed and no later than 45 days prior to the proposed outage or operation of the temporary bypass.

Submit a GHMWC Pipe Crossing Temporary Bypass System Plan including operation and work information. The submittal must include but not be limited to a full shop drawing of the pipeline layout, air release location, air vacuum valve locations, type of connection to existing pipe, booster pump location, fueling schedule, operation details, control system. The temporary bypass system must be operational from April 1 through November 15. GHMWC operates the pump station remotely via wireless

SCADA.

SECTION 01 14 22 Page 9

Submit a GHMWC Pipe Crossing Permanent Bypass Plan including all work for the site including but not limited to the pothole information, shop drawings, pipeline (lf), water meter, outlet structure, rip rap, pressure/vacuum gauges, siphon breaker/air release valves, butterfly valves, valve boxes, utility vault, connections to existing pipes, marker posts, thrust blocks, flanges, reducers, earthwork, Controlled Low Strength Materisl (CLSM), and other incidental pipeline work as necessary. The temporary bypass system will be a separate submittal as outlined above.

1.20 TAYLOR BROTHERS PIPE CROSSING - 14 INCH PIPE - STATION 408+33

The 14-inch discharge pipe located at Station 408+33 crossing the West Levee of the Feather River is a discharge pipe from the Taylor Brothers Pump Station. The existing pipe is a 14-inch pipe and is located at Station 409+55 as shown on plans. The pipe crossing is permitted as part of the Central Valley Flood Protection Board (CVFPB) encroachment permit No. 4568 dated 1965. The pipe crossing is owned and operated by Taylor Brother Farms. Coordinate all construction work with Taylor Brother Farms through the Contracting Officer. Do not contact Taylor Brothers.

The 14-inch irrigation pipe must remain operational throughout construction or a temporary bypass or vacuum assist system must be provided by the Contractor. The temporary bypass system must be installed between December 1 and March 14 (non-irrigation season). The temporary bypass system must be capable of a minimum of 500 gpm to a maximum of 5,000 gpm of continuous operation 24 hours a day and 7 days a week from March 15 through November 30 (irrigation season). Taylor Brother Farms will continue to operate the pump station. Install, operate, and maintain the temporary bypass system until such time as the permanent system is operational. A booster pump or vacuum assist system must be included if the alignment or configuration of the bypass system results in additional head loss (friction or other losses), adversely impacts the existing hydraulic grade line, adversely impacts the efficiency of the motor, and/or has crossing with higher elevation than elevation 60.50 (NAVD88). The booster pump or vacuum assist system must be designed to operate automatically without any direct connection to the pump station motor control. The operation of the Taylor Brother Pump Station System must not be impacted or limited by the bypass system.