A01.10_Attachment_01_Specification_1966_(17-R-0006).pdf

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited

REQUEST FOR PROPOSAL (RFP)

ISABELLA LAKE - DAM SAFETY MODIFICATION

PROJECT

DAMS AND SPILLWAYS

LAKE ISABELLA, CALIFORNIA

PROJECT NO. 145952

SPECIFICATION NO. 1966

DESIGN FILE NO. KE1-25-0506, KE1-09-0507, KE1-09-0508, KE1-09-

0509, KE1-09-0510, KE1-09-0511, KE1-09-0512, KE1-09-0516, KE1-

09-0517, KE1-09-2018, KE1-13-0521, KE1-09-0524, KE1-09-0525

Isabella Lake DSMP - Dams and Spillways 1966 March 20, 2017

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00.10 WORK AND SITE ACCESS RESTRICTIONS

01 22 00 MEASUREMENT AND PAYMENT

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 00.10 QUALITY CONTROL SYSTEM (QCS)

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 53 29 TEMPORARY AGGREGATE PROCESSING PLANT

01 57 20 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 58 00 PROJECT IDENTIFICATION

01 62 35 RECYCLED/RECOVERED/BIOBASED MATERIALS

01 71 10 MOBILIZATION AND DEMOBILIZATION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 41 00.16 DEMOLITION FOR RECREATIONAL SITES

02 41 13.26 PIPELINE ABANDONMENT

02 82 13 ASBESTOS ABATEMENT

02 83 13 LEAD IN CONSTRUCTION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

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 30 53.16 MISCELLANEOUS CAST-IN-PLACE CONCRETE FOR RECREATIONAL

SITES

03 31 01 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

03 35 00 CONCRETE FINISHING

03 37 13 SHOTCRETE

03 39 00 CONCRETE CURING

03 40 00 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

03 52 16.23 LIGHTWEIGHT CELLULAR CONCRETE

DIVISION 05 - METALS

05 05 23 WELDING, STRUCTURAL

05 12 00 STRUCTURAL STEEL

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

PROJECT TABLE OF CONTENTS Page 1

05 50 14 STRUCTURAL METAL FABRICATIONS

05 50 14.16 STRUCTURAL METAL FABRICATIONS FOR RECREATIONAL SITES

05 51 00 METAL STAIRS

05 52 00 METAL RAILINGS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 71 00 DOOR HARDWARE

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 53.16 TRAFFIC SIGNAGE FOR RECREATIONAL SITES

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

13 34 23.16 PRE-ENGINEERED BUILDINGS FOR RECREATIONAL SITES

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

13 48 00.13 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

DIVISION 14 - CONVEYING EQUIPMENT

14 21 23 ELECTRIC TRACTION PASSENGER ELEVATORS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

DIVISION 26 - ELECTRICAL

26 05 48 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 20 00.16 INTERIOR DISTRIBUTION SYSTEM FOR RECREATIONAL SITES

26 28 01.16 COORDINATED POWER SYSTEM PROTECTION FOR RECREATIONAL SITES

26 31 00.16 SOLAR PHOTOVOLTAIC (PV) COMPONENTS FOR RECREATIONAL SITES

26 42 14 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

26 51 00.16 INTERIOR LIGHTING FOR RECREATIONAL SITES

26 56 00.16 EXTERIOR LIGHTING FOR RECREATIONAL SITES

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

PROJECT TABLE OF CONTENTS Page 2

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 64 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 00 00.16 EARTHWORK FOR RECREATIONAL SITES

31 05 19.16 GEOTEXTILE FOR RECREATIONAL SITES

31 05 19.27 GEOCOMPOSITE STRIP DRAIN

31 05 22 GEOTEXTILES USED AS FILTERS

31 09 13 GEOTECHNICAL INSTRUMENTATION AND MONITORING

31 09 13.11 AUTOMATED DATA ACQUISITION SYSTEM

31 09 15 EARTH EMBANKMENT AND EARTH FOUNDATION DRILLING

REQUIREMENTS

31 11 00.16 CLEARING AND GRUBBING FOR RECREATIONAL SITES

31 11 13 CLEARING, GRUBBING AND STRIPPING

31 23 16 EXCAVATION

31 23 16.19 DRILLING AND BLASTING IN THE DRY

31 23 19.13 DEWATERING

31 23 19.16 DEWATERING FOR RECREATIONAL SITES

31 33 15 ROCK REINFORCEMENT

31 60 00 FOUNDATION PREPARATION

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 01 19.16 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS FOR RECREATIONAL SITES

32 05 33.16 LANDSCAPE ESTABLISHMENT FOR RECREATIONAL SITES

32 11 23.11 AGGREGATE BASE COURSE

32 11 23.16 AGGREGATE BASE COURSE FOR RECREATIONAL SITES

32 12 10.13 BITUMINOUS TACK COATS

32 12 10.16 BITUMINOUS TACK COATS FOR RECREATIONAL SITES

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 12 17.16 HOT MIX BITUMINOUS PAVEMENT FOR RECREATIONAL SITES

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 13 13.16 PORTLAND CEMENT CONCRETE PAVEMENT FOR RECREATIONAL SITES

32 15 00 AGGREGATE SURFACE COURSE

32 16 13.16 CONCRETE SIDEWALKS AND CURBS AND GUTTERS FOR RECREATIONAL

SITES

32 17 23.16 PAVEMENT MARKINGS FOR RECREATIONAL SITES

32 17 24 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

32 34 13 FABRICATED PEDESTRIAN BRIDGES

32 92 19.16 SEEDING FOR RECREATIONAL SITES

32 92 33 GRASS SEEDING AND EROSION CONTROL

32 93 00.16 EXTERIOR PLANTS FOR RECREATIONAL SITES

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 11 00.16 WATER DISTRIBUTION FOR RECREATIONAL SITES

33 20 00 WATER WELLS

33 29 13 EXPLORATION, INSTRUMENT, WELL, AND PIEZOMETER HOLE

ABANDONMENT

33 30 00.16 SANITARY SEWERS FOR RECREATIONAL SITES

PROJECT TABLE OF CONTENTS Page 3

33 31 23 SANITARY SEWAGE FORCE MAIN PIPING

33 40 00 STORM DRAINAGE UTILITIES

33 40 00.16 STORM DRAINAGE UTILITIES FOR RECREATIONAL SITES

33 46 16 SUBDRAINAGE SYSTEM

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 71 02.16 UNDERGROUND ELECTRICAL DISTRIBUTION FOR RECREATIONAL SITES

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 10 TURBIDITY CONTROL

35 42 38 STONE PROTECTION

35 73 13 EMBANKMENT FOR EARTH DAMS

DIVISION 40 - PROCESS INTERCONNECTIONS

40 05 13.96 WELDING PROCESS PIPING

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 23.19 HOISTS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

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 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

1.7 PRICING OF CONTRACTOR-FURNISHED PROPERTY

1.8 TEMPORARY ELECTRIC WIRING

1.8.1 Construction Equipment

1.8.2 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 Activity Hazard Analysis

1.10.4 Violations

1.10.5 Fire Prevention

1.10.5.1 Inspections

1.10.6 Recordkeeping/Reporting Requirements

1.10.7 Accident Reporting

1.11 PLANNED UTILITY OUTAGES AND STREET CLOSURES

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.13 EQUIPMENT DATA FORM

1.14 SOIL DENSITY TEST (USING METERS CONTAINING RADIOACTIVE MATERIALS)

1.15 CONTRACTOR SAFETY PERSONNEL REQUIREMENTS

1.16 HAZARDOUS NOISE AREA

1.17 BID ITEM OVERRUN

1.18 COLOR SCHEME FOR CONTRACTOR FACILITIES

1.19 WARRANTY OF CONSTRUCTION

1.20 NON CONTRACT WORK

1.21 DAMAGE TO ROADS

1.21.1 Documentation Regarding Potential Damage to Access Routes

1.21.1.1 Preconstruction Access Road Survey

1.21.1.2 Postconstruction Access Road Survey

1.22 PLANT LAYOUT DRAWINGS

1.23 INSPECTION

1.24 FINAL EXAMINATION AND ACCEPTANCE

1.25 ENVIRONMENTAL LITIGATION

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

01 00 00 - 1

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

ATTACHMENTS:

CESPK FORM 450

-- End of Section Table of Contents --

01 00 00 - 2

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) 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

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 perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

01 00 00 - 3

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

Postconstruction Access Road Survey

Activity Hazard Analysis

Qualifications for Safety and Health Person(s); G

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.

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 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

Prior to completion of the contract, obtain and furnish to the Contracting Officer 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

01 00 00 - 4 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 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 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. Secure temporary wiring above the ground or floor in a workmanlike manner and 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.

1.8.2 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 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.

1.9 UTILITIES

Unless indicated otherwise on Contract drawings, 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 in advance of construction operations. Notify the Contracting Officer at least 30 days in advance of the date on which work will be started requiring the removal of such utilities or private improvements. Take care 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.

01 00 00 - 5

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 (see below), tool box meetings, walk-through inspections, correction of violations, etc., and including that of the subcontractor's work.

1.10.3 Activity Hazard Analysis

Based on the construction schedule, submit a activity hazard analysis of each major phase of work prior to entering that phase of activity. The analysis must include major or high risk hazards, as well as commonly recurring deficiencies that might possibly be encountered for that operation, and identify proposed methods and techniques of accomplishing each phase in a safe manner. The Prime Contractor's superintendent must take active participation in the Job Hazard Analysis, including the subcontractors' work. Prior to start of actual work a meeting must be held with Prime Contractor, Government, and affected subcontractor to review the Activity Hazard Analysis. In addition, job site meetings must be held to indoctrinate foreman and workers on details of this analysis.

1.10.4 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.

1.10.5 Fire Prevention

Cutting or welding will be permitted only in areas that are or have been made fire safe. Where possible, locate all combustibles at least 35 feet horizontally from the work site. Where such location is impracticable, protect combustibles 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

01 00 00 - 6 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.

1.10.5.1 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 stoppage at the expense of the Contractor.

1.10.6 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.

1.10.7 Accident Reporting

In addition to the requirements for reporting accidents in accordance with EM 385-1-1, Section 1, submit at the 50% point and 100% 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 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.

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

Strictly observe such schedules and will be held responsible for 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:

01 00 00 - 7

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 DELAYS

WORK DAYS BASED ON (5) DAY WORK WEEK

STATE CALIFORNIA

INSTALLATION/NOAA STATION KERN RIVER PH3

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

5 5 5 2 1 0 1 1 1 1 3 4

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 EQUIPMENT DATA FORM

In conjunction with paragraph, EFARS 52.231-5000 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE, in Section 00 73 00, furnish CESPK FORM 450 for all necessary equipment to perform work requiring adjustment of contract price and submit these forms with the modification proposals. A sample form is at the end of this section.

1.14 SOIL DENSITY TEST (USING METERS CONTAINING RADIOACTIVE MATERIALS)

a. Nuclear methods are not acceptable for soil and soil-aggregate density tests required by this Contract except as stated in Sections 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS, 31 00 00 EARTHWORK, 32 11 23.11

AGGREGATE BASE COURSE,and 32 15 00 AGGREGATE SURFACE COURSE. Conduct testing for official results as specified in Sections 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS31 00 00 EARTHWORK, 32 11 23.11

AGGREGATE BASE COURSE,and 32 15 00 AGGREGATE SURFACE COURSE of this contract. If the Contractor proposes to use meters containing radioactive materials to obtain unofficial results for his own convenience, adhere to the following requirements:

b. In accordance with 06.E of EM 385-1-1, obtain a service permit to use, store, operate, or handle a radiation producing machine or radioactive materials on the project site. Obtain the service permit from the

01 00 00 - 8 appropriate through the Contracting Officer. 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. Provide these licenses to the Contracting Officer, before the radioactive sources is allowed on the project site.

1.15 CONTRACTOR SAFETY PERSONNEL REQUIREMENTS

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

b. Meet the following conditions:

(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 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 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 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 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 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 have at least two (2) years experience in construction, or--

01 00 00 - 9

(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 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 be provided prior to the pre-work conference.

NOTE: Provide one or more Safety and Health Persons, each of whom meets the qualifications of paragragh 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.

1.16 HAZARDOUS NOISE AREA

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

1.17 BID ITEM OVERRUN

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

1.18 COLOR SCHEME FOR CONTRACTOR FACILITIES

a. 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.

1.19 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

01 00 00 - 10 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, 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. 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. 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 respond to a warranty service requirement identified by the Contracting Officer in accordance with the "Warranty Service Priority List" of this program. This list prioritizes warranty work into the categories:

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.

01 00 00 - 11

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 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 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 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.

1.20 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.

1.21 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, restore to pre-project conditions all such roads. Repairs mustinclude replacement of base rock and/or surface treatment if required.

Refer also to paragraph PROTECTION OF TRAFFIC in Section 01 50 00 TEMPORARY

CONSTRUCTION FACILITIES AND CONTROLS

1.21.1 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.

1.21.1.1 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.

1.21.1.2 Postconstruction Access Road Survey

After completion of construction of the project, submit a Postconstruction Access Road Survey including digital video and digital photographs of the

01 00 00 - 12 same area where preconstruction digital video and digital photographs were taken. Submit two copies of the survey, the digital video, and digital photographs.

1.22 PLANT LAYOUT DRAWINGS

Drawings, in triplicate, showing the layout of the plant the Contractor proposes to use on the work must be submitted by the Contractor for review by the Contracting Officer. The drawings must show the locations of the principal components of the construction plant; offices; shop and storage buildings; housing facilities, if any; and storage areas and yards which the Contractor proposes to construct at the site of the work and elsewhere. Also furnish for review by the Contracting Officer drawings, in triplicate, showing the general features of his aggregate processing plant;

aggregate transporting, storage and reclaiming facilities; aggregate rinsing and dewatering plant, if required; coarse aggregate rescreening plant, if required; concrete batching and mixing plant; concrete conveying and placing plant; and when precooling of concrete is required, the cooling plant. The drawing must appropriately show the capacity of each major feature of the plant including the rated capacity of the aggregate production plant in tons per hour of fine and coarse aggregates; rated capacity of the aggregate transporting, storage and reclaiming facilities;

volume of aggregate storage; capacity of cement and pozzolan storage; rated capacity of the concrete batching and mixing plant in cubic yards per hour;

and when used rating capacity of plant for precooling of concrete.

Drawings in triplicate showing any changes in plant made during design and erection or after the plant is in operation must be submitted to the Contracting Officer for review. Two sets of the drawings will be retained by the Contracting Officer and one set will be returned to the Contractor with comments.

1.23 INSPECTION

The inspectors will direct the maintenance of the gauges, ranges, location marks and limit marks in proper order and position; but the presence of the inspector must not relieve the Contractor of responsibility for the proper execution of the work in accordance with the specifications. The Contractor will be required:

a. To furnish, on the request of the Contracting Officer the use of material forming a part of the ordinary and usual equipment and crew as may be reasonably necessary in inspecting and supervising the work.

Should the Contractor refuse, neglect, or delay compliance with these requirements, the specific facilities may be furnished and maintained by the Contracting Officer, and the cost thereof will be deducted from any amounts due or to become due the Contractor.

1.24 FINAL EXAMINATION AND ACCEPTANCE

a. As soon as practicable after the completion of the entire work or any section thereof (if the work is divided into sections) as in the opinion of the Contracting Officer will not be subject to damage by further operations under the contract, such work will be thoroughly examined at the cost and expense of the Government.

b. Final acceptance of the whole or a part of the work and the deductions or corrections of deductions made thereon will not be reopened after having once been made, except on evidence of collusion, fraud, or

01 00 00 - 13 obvious error, and the acceptance of a completed section must not change the time of payment of the retained percentages of the whole or any part of the work.

1.25 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, see Section 00 73 00. 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 litigation", 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.

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

The Government will provide an optical disc at the preconstruction conference that contains the following:

a. One set of "as-designed" electronic CADD drawing files in the specified software and format, revised to reflect all amendments, to enable preparation of the as-built record drawings.

b. A submittal register data file in comma separated value (CSV) format for import into the Resident Management System (RMS).

c. Informational copies of the contract specifications and drawings, the original solicitation drawings and specifications, plus all amendments in Portable Data Format (PDF).

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

Provide five half-size and two full size hard copy sets from the PDF contract drawings and five hard copies from the PDF contract specifications. Provide these documents within 5 work days of the NTP execution. The hard copy drawings must be ANSI D (22" x 34"), and the specifications must be standard 8-1/2" x 11", 3-hole punched with posts.

-- End of Section --

01 00 00 - 14

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

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 EXISTING WORK

1.4 LOCATION OF UNDERGROUND UTILITIES

1.4.1 Notification Prior to Excavation

1.5 SALVAGE MATERIAL AND EQUIPMENT

PART 2 PRODUCTS

PART 3 EXECUTION

01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

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

Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes demolition, raising of the Main Dam Tower, modifications to the Main Dam, Auxillary Dam, and Service Spillway, and construction of the Emergency Spillway, modifications for State Route (SR) 155, Auxiliary Dam Recreation Area, Old Isabella Road Recreation Area, and South Fork Recreation Area, including incidental related work.

1.2.2 Location

The work is located at Isabella Lake and surrounding areas. The exact location will be shown by the Contracting Officer.

1.3 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

01 11 00 - 2

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.5 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the storage area located within the construction site.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

01 11 00 - 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.10

WORK AND SITE ACCESS RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PAYMENT

1.4 GENERAL REQUIREMENTS RELATED TO OPERATION OF ISABELLA DAM

1.4.1 Reservoir Operations

1.4.2 Road and Utility Service Interruptions

1.5 SITE USE CONDITIONS

1.5.1 No Smoking Policy

1.5.2 Work Days and Hours

1.5.3 Work Outside Normal Hours

1.5.4 Site Access for Others

1.5.5 Public Site Access

1.5.5.1 Boat Launch 19

1.5.5.2 General Site Access

1.5.6 Recreation Area Access and Limitations

1.5.7 Contractor's Site Access

1.5.8 Contractor's Site Use Areas

1.5.9 Other Site Restrictions

1.5.9.1 Lake Level Fluctuation

1.5.9.2 Excavation Limitations

1.5.9.3 Site Use Restrictions

1.6 PRECONSTRUCTION SUBMITTAL PLANS

1.6.1 Land Use and Landscape Rehabilitation Plan

1.6.2 Haul Route Plan

1.6.3 Material Balance Diagram

1.6.4 Rock Material Disposal Plan

1.6.5 Excavation Sequence Plan

1.7 SECURITY

1.7.1 Site Access

1.7.1.1 Contractor-Supplied Access Screening

1.7.2 Security Program

1.7.2.1 Security Manager

1.7.2.2 List of Onsite Employees and Vehicles

1.7.2.3 Background Investigations

1.7.3 Controlled Access Areas

1.7.3.1 Critical Areas

1.7.3.2 Non-Critical Areas

1.7.4 Security Zone Access Requirements

1.7.5 Personnel Access

1.7.6 Identification Badges

1.7.6.1 Suppliers, Vendors and Visitors

1.7.6.2 Loss of Access Badges

1.7.6.3 Misuse of Access Badges

1.7.6.4 Personnel Entry Approval

01 14 00.10 - 1

1.7.7 Vehicle Access Requirements

1.7.7.1 Personal Vehicles

1.7.7.2 Contractor Vehicles

1.7.7.3 Delivery Vehicles

1.8 NOISE STANDARDS

1.9 BLASTING RESTRICTIONS

1.9.1 Blasting Time Restrictions

PART 2 PRODUCTS

PART 3 EXECUTION

01 14 00.10 - 2

SECTION 01 14 00.10

WORK AND SITE ACCESS RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 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

Construction Activity; G

Street Or Lane Closures; G

Land Use and Landscape Rehabilitation Plan; G

Haul Route Plan; G

Material Balance Diagram; G

Rock Material Disposal Plan; G

Excavation Sequence Plan; G

Security Program; G

List of Onsite Employees and Vehicles; G

Weekend Road Closures; G

Control Tower Access Plan; G

1.3 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 of the Contractor.

01 14 00.10 - 3

1.4 GENERAL REQUIREMENTS RELATED TO OPERATION OF ISABELLA DAM

Conduct construction operations so as not to cause interference with normal operations and maintenance of the Isabella Dam Facility. Do not interfere with the Isabella Partners power plant (below Main Dam) operations. Ensure that the power supply system is not inturupted and provide safe access to all facilities.

1.4.1 Reservoir Operations

Isabella Dam will remain in operation during the entire construction period. Reservoir operations will not be adjusted to accommodate construction needs. Submit any construction activity that could potentially interfere with the ability to operate either the spillway and/or existing river outlets must be fully coordinated sufficiently in advance through the Contracting Officer and dam operators. The timing of such activities must be subject to approval. No construction activities are to interfere with any outlet or spillway release. Notify the Contracting Officer if any construction activity has the potential to interfere with operation of Isabella Dam.

One controlled lowering of the pool will be allowed for the demolition of the Borel Conduit Intake Structure and associated features. The Contractor must schedule the construction pool in the fall/winter months and must be coordinated well in advance with the Kern River Water Master and the Contracting Officer.

1.4.2 Road and Utility…