Attachment 2 - Tule River Success (Schafer) Dam 2 Spec Complete 20210408 .pdf

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited

INVITATION FOR BID (IFB)

SCHAFER DAM

TULARE COUNTY, CALIFORNIA

TULE RIVER SPILLWAY ENLARGEMENT

PROJECT

PHASE II

PROJECT NO. 475454

SPECIFICATION NO. 2284

DESIGN FILE NO. KT1-09-0371

Schafer Dam Tule River Spillway Raise Enlargement Project Spec 2284 Phase 2

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 22 00 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

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

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 57 30 DEWATERING, DIVERSION AND CONTROL OF WATER

01 71 10 MOBILIZATION AND DEMOBILIZATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

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

02 41 00 DEMOLITION

DI VI SI ON 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 37 13 SHOTCRETE

03 42 13 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

03 70 00 MASS CONCRETE

DI VI SI ON 09 - FI NI SHES

09 90 00 PAINTS AND COATINGS

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 34 19 METAL BUILDING SYSTEMS

13 34 20 PREFABRICATED RESTROOM

DI VI SI ON 26 - ELECTRI CAL

26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19 INSULATED WIRE AND CABLE

26 08 00 APPARATUS INSPECTION AND TESTING

26 27 13 ELECTRIC METERS

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 13 CLEARING, GRUBBING AND STRIPPING

31 23 16 EXCAVATION

31 23 16.27 CONTROLLED BLASTING

PROJECT TABLE OF CONTENTS Page 1

31 33 15 ROCK REINFORCEMENT

31 60 00 FOUNDATION PREPARATION

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

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

32 15 00 AGGREGATE SURFACING

32 31 13 CHAIN LINK FENCES AND GATES

DI VI SI ON 33 - UTI LI TI ES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 11 13 POTABLE WATER SUPPLY WELLS

33 30 00 SANITARY SEWERAGE

33 31 23 SANITARY SEWER FORCE MAIN PIPING

33 32 16 PACKAGED UTILITY WASTEWATER PUMPING STATIONS

33 40 00 STORM DRAINAGE UTILITIES

33 46 16 SUBDRAINAGE PIPING

33 56 53 HYDROPNEUMATIC TANK

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

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

35 20 17 FLAP GATES

35 31 19 STONE PROTECTION FOR STRUCTURES

35 45 02 SUBMERSIBLE PUMP, AXIAL-FLOW AND MIXED-FLOW TYPE

35 75 00 FLUMES

DI VI SI ON 43 - PROCESS GAS AND LI QUI D HANDLI NG, PURI FI CATI ON, AND STORAGE

EQUIPMENT

43 21 29 FLOW MEASURING EQUIPMENT POTABLE WATER

DI VI SI ON 46 - WATER AND WASTEWATER EQUI PMENT

46 30 00 WATER AND WASTEWATER CHEMICAL FEED SYSTEMS

-- 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

05/17

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PAYMENT

1.4 PERSONNEL

1.5 SCRAP MATERIAL

1.6 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

1.7 PRICING OF CONTRACTOR-FURNISHED PROPERTY

1.8 TEMPORARY UTILITIES FOR CONSTRUCTION

1.8.1 Water for Construction Purposes

1.8.2 Temporary Electrical Light and Power

1.8.2.1 Safety

1.8.2.2 Temporary Light and Power

1.8.2.3 Construction Equipment

1.8.2.4 Circuit Protection

1.9 GENERAL SAFETY REQUIREMENTS

1.9.1 General

1.9.2 The Prime Contractor's Superintendent

1.9.3 Recordkeeping/Reporting Requirements

1.9.4 Accident Reporting

1.9.5 Reporting Damage, Spills and Security Issues

1.9.6 Emergency Contacts

1.10 EQUIPMENT DATA FORM

1.11 SPECIAL CONSTRUCTION PROCEDURES

1.11.1 PROTECTION AND REPAIR OF EXISTING WORK

1.11.1.1 General

1.11.1.2 Roadways

1.12 GOVERNMENT RETAINED ARCHITECT-ENGINEER (A/E)

1.13 DISPOSAL OF MATERIAL

1.14 WATER REMOVAL

1.14.1 Water Removal System

1.14.2 Water Disposal Locations

1.14.3 Leakage

1.14.4 Dewatering, Diversion and Control of Water Plan

1.15 NON-CONTRACT WORK

1.16 AFTER AWARD DOCUMENTS

1.16.1 Award CD

1.16.2 Hard Copy Reproduction

1.16.3 Other Contract Document Requirements

1.17 ENVIRONMENTAL LITIGATION

1.17.1 Determination of Responsible Party

1.17.2 Environmental Litigation

1.18 BID ITEM OVERRUN

PART 2 PRODUCTS

5 April 2021 SECTION 01 00 00 Page 1 Final Submittal

2.1 GOVERNMENT FURNISHED MATERIALS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

-- End of Section Table of Contents --

5 April 2021 SECTION 01 00 00 Page 2 Final Submittal

SECTION 01 00 00

GENERAL REQUIREMENTS

05/17

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.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2019; TIA 19-1; TIA 19-2; TIA 19-3; TIA

19-4; ERTA 1 2019) National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

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

1.2 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-07 Certificates

Worker's Compensation Claims

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.

1.4 PERSONNEL

The ACO and Contracting Officer Representative (COR) have been given the authority to act on behalf of the Contracting Officer. In those cases where the contract references the "Contracting Officer", direction will be

5 April 2021 SECTION 01 00 00 Page 3 Final Submittal given, within their authority, by the appropriate Resident office Personnel (ACO, COR, QA).

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 do 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 written guarantees for all the equipment and/or appliances furnished under the Contract.

Furnish with each guarantee: The name, address, and telephone number of the guarantor's representative nearest to the location where the equipment and/or appliances are installed, who, upon request of the Using Service's representative, will honor the guarantee during the guaranty period and will submit the services prescribed by the terms of the guarantee.

1.7 PRICING OF CONTRACTOR-FURNISHED PROPERTY

On request, 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 UTILITIES FOR CONSTRUCTION

Make all arrangements for, and be responsible for all costs of power, power distribution, potable water, sanitary facilities and waste disposal, communication, and heating fuel and fuel storage, in accordance with applicable federal, state, and local codes and requirements. Make the arrangements with the utility owners (e.g., Lower Tule River Irrigation District, Tulare County, and Southern California Edison) for usage, distribution and/or connection, metering and direct payment.

During the construction period, the Contractor, at his expense and in a satisfactory manner, provide and maintain the necessary temporary connections, distribution lines, and meter bases required to measure the amount of each utility used, for the purpose of determining charges. The utility companies will provide and install the meters and make the final hot connection after inspection and approval of the Contractor's temporary utility installation. The Contractor must not make the final electrical connection himself.

All works must be performed in accordance with EM 385-1-1 for proper temporary power plan to proper adherence to contract.

1.8.1 Water for Construction Purposes

Raw water may be obtained from Success Lake for construction purposes at no cost to the Contractor as coordinated with Lower Tule River Irrigation District and as approved, subject to the following restrictions:

a. The locations are subject to approval.

b. Meter the volume of water used from the lake with totaling meters.

5 April 2021 SECTION 01 00 00 Page 4 Final Submittal

c. Maintain a log of water use and make the log available to the Government upon request.

d. Remove water in accordance with "National Marine Fisheries Service (NMFS) Water Drafting Specifications", viewable at http://swr.nmfs.noaa.gov/hcd/WaterDrafting-02.htm

Water for use in concrete, grout and other permanent work must meet the specific water quality requirements for that application. Water from municipal sources will be obtained at the Contractor's expense. Raw water from lake is not guaranteed to meet specific water quality requirements for permanent work items.

1.8.2 Temporary Electrical Light and Power

1.8.2.1 Safety

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.

1.8.2.2 Temporary Light and Power

Provide temporary light and power service as required for the work and to inhibit vandalism. Provide safety switches and wiring into buildings and all required extension cords, lighting outlets, power outlets (grounded type), lamps and other equipment and accessories necessary for adequate temporary lighting and power for construction purposes. Remove temporary lighting and power and their connections at completion of the work.

1.8.2.3 Construction Equipment

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

1.8.2.4 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. An exception may be allowed 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.

5 April 2021 SECTION 01 00 00 Page 5 Final Submittal

1.9 GENERAL SAFETY REQUIREMENTS

1.9.1 General

For information regarding General Safety Requirements, refer to Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS, EM 385-1-1 , (see Contract Clauses, Section 00700, ACCIDENT PREVENTION), BOR RSHS, 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.

1.9.2 The Prime Contractor's Superintendent

The Prime Contractor's superintendent will take an active role in enforcing the safety requirements by participation in safety conferences, hazard analysis (see below), toolbox meetings, walk-through inspections, correction of violations, etc., and including that of the subcontractor's work.

1.9.3 Recordkeeping/Reporting Requirements

On all Contract operations, the Prime Contractor is responsible for recording and reporting all accident exposure and experience incident work. This includes exposure and experience of the prime Contractor and sub-contractor(s). At a minimum, these records must include exposure work-hours and a log of occupational injuries and illnesses (OSHA From 300 or state equivalent as prescribed by 29 CFR 1904 , Reference EM 385-1-1 , 01.D.04).

1.9.4 Accident Reporting

In addition to the requirements for reporting accidents in accordance with EM 385-1-1, Section 1, the Prime Contractor will submit at the 50 percent and 100 percent points of project completion, a written summary of Worker's Compensation Claims filed by workers on the project. The report must include subcontractors. The main report covering the Prime Contractor claims must be certified as "correct and true" by the Contractor's compensation insurance carrier. The same certification will be required for subcontractor reports.

1.9.5 Reporting Damage, Spills and Security Issues

Any of the following must be immediately reported to the Lower Tule River Irrigation District and the Contracting Officer. The emergency contact will be provided to the Contractor prior to the start of construction:

a. Any damage including suspected or potential damage to existing facilities including but not limited to utilities.

b. Any spills involving materials of a type and quantity which could cause a State Water Pollution Prevention Program violation in conformance with Section 01 57 23 TEMPORARY STORMWATER POLLUTION CONTROL and/or which causes a delay in access/egress or impede.

c. Any security breach except for individuals who inadvertently and momentarily enter the edges of a zone they are unauthorized to enter provided all such individuals immediately exit such zone upon

5 April 2021 SECTION 01 00 00 Page 6 Final Submittal immediate notification from security staff and they are and were, at all times under the observation of security staff while in the unauthorized zone.

1.9.6 Emergency Contacts

Prior to starting field work under this Contract, submit to the Contracting Officer, the names and contact information of at least two individuals, both of whom have the authority and capability of acting on behalf of the Contractor and either of whom is capable of being at the site within one hour of contact. Each contact must be capable of moving equipment, accessing any part of the work area and representing the Contractor to emergency responders. Each contact is to be available 24/7 including holidays.

1.10 EQUIPMENT DATA FORM

In conjunction with paragraph, EFARS 52.231-5000 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE, in Section 00800, furnish CESPK FORM 450 for all necessary equipment to perform work requiring adjustment of Contract price and submit these forms with the modification proposals.

1.11 SPECIAL CONSTRUCTION PROCEDURES

1.11.1 PROTECTION AND REPAIR OF EXISTING WORK

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

1.11.1.1 General

Immediately repair or replace any project facilities and equipment that are damaged during the course of construction, including, but not limited to, fencing and gates, AC roadways, access roads, guardrails, and other buildings or equipment. All repairs be completed to the satisfaction of the Contracting Officer. Take all necessary precautions when performing any work in the vicinity of any newly installed equipment.

Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved.

At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.11.1.2 Roadways

Preserve and protect all project and public roads used in the course of this construction. Contractor to document the pre-construction conditions via photographies or videos prior to the start of construction. The Contractor will be required to repair or replace damaged section of Avenue 146 adjacent to Frazier Dike, Existing Avenue 146 from Boat Ramp to the Existing AC Turnaround, Highway 190, and Tule Recreation Area.

An existing haul road will be provided for this project, the Contractor will need to maintain this existing haul road throughout the project duration.

1.12 GOVERNMENT RETAINED ARCHITECT-ENGINEER (A/E)

The Government may retain the services of an A/E to increase the level of

5 April 2021 SECTION 01 00 00 Page 7 Final Submittal confidence that the construction Contractor has complied with the requirements of the construction Contract. The A/E's role in observing, monitoring or inspecting the activities of the construction Contractor is not intended in any way to require the A/E to assume any responsibility for the construction methods, means, techniques or procedures, including any health, safety or site security requirements, be subjected to nonmeritorious litigation relating to site accidents or other circumstances associated with the construction Contractor's activities.

The A/E must be named as an additional insured on all comprehensive general liability insurance policies carried by the construction Contractor. All communication from the A/E will be through the Contracting Officer.

1.13 DISPOSAL OF MATERIAL

Except as noted in Section 31 00 00 regarding the disposal of the material associated with excavation required for construction of project features, the Contractor must remove and dispose of all other material and waste from Government property, at no expense to the Government, in accordance with 01 74 19 CONSTRUCTION AND DEMOLITION WASTE.

1.14 WATER REMOVAL

1.14.1 Water Removal System

Design, furnish, install, operate, monitor, maintain, and remove all necessary pumping and other equipment for removing water from the various parts of the work. Maintain the work area free from water to allow required excavation, concrete placement, grouting and other construction operations to be performed in dry conditions. The water removal system includes required pumps, sumps, pipelines, flumes, channels, sandbags, filters and other temporary facilities. The system must be sufficient capacity to perform the work. The Contractor is responsible for the performance and adequacy of the water removal system.

1.14.2 Water Disposal Locations

Water disposal requirements are described in Sections 01 57 19

ENVIRONMENTAL PROTECTION, 01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

and 01 57 30 DEWATERING, DIVERSION AND CONTROL OF WATER. Collect accumulated stormwater from the construction site and haul roads, treat and discharge into Tule River. Manage stormwater with erosion and sediment controls. If water quality standards for these areas are not met, collection and treatment will be required at no additional cost to the Government. Document all stormwater discharge locations in the SWPPP and Industrial SWPPP for approval.

Water disposal from dredging operations must be described in the water quality monitoring plan for in-water placement and/or the water management plan for on-land dredge material placement for approval. Water disposal in dust abatement efforts as well as using collected water for moisture conditioning of earth material for compacted fill may be by Land Application and must be described in the water quality monitoring plan for approval. Water disposal from groundwater and/or seepage water dewatering operations must be described in the dewatering plan for approval.

Groundwater and seepage water can be discharged directly into Tule River following the necessary permit requirements, or combined with the site's stormwater to be collected, treated then discharged into Tule River.

Other construction activity wastewater disposal must be described in the

5 April 2021 SECTION 01 00 00 Page 8 Final Submittal wastewater management plan for approval.

1.14.3 Leakage

Mitigate leakage sources as needed to maintain dry working conditions.

Sealing methods and materials are subject to approval.

1.14.4 Dewatering, Diversion and Control of Water Plan

Submit a Dewatering, Diversion and Control of Water Plan for approval as described in Section 01 57 30 DEWATERING, DIVERSION AND CONTROL OF WATER.

The plan must describe the equipment and methods to be used for water removal and include specific plans for removing water from work areas.

1.15 NON-CONTRACT WORK

The Contractor and/or subcontractors must not perform any work or erect any structure for third parties, landowners or otherwise, within the limit of the Contractor work area without prior approval.

1.16 AFTER AWARD DOCUMENTS

1.16.1 Award CD

After award of the Contract, the Government will submit, without charge, one copy of the Award CD with CADD drawing files and specifications, submittal register data file, and original solicitation drawings and specifications, plus all solicitation amendments.

1.16.2 Hard Copy Reproduction

Reproduce ten hard copy full-size sets (ANSI D: 22" x 34") and ten hard copy half-size sets (ANSI B: 11" x 17") from the provided drawings on the Award CD, and 20 paper copy sets of specifications from the Award CD, that are to be sent directly to the Resident Engineer's Office. The hard copy drawings must be printed in color where the original drawing on the Award CD is in color. The specifications are to be standard 8-1/2" x 11", 3-hole punched, printed double-sided. Submit these documents within 5 work-days of the receipt of the Award CD from the Government.

1.16.3 Other Contract Document Requirements

See the following clause in Section 00700 for additional information:

DFARS 252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS.

1.17 ENVIRONMENTAL LITIGATION

1.17.1 Determination of Responsible Party

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, will 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 is to be considered as if ordered by the Contracting Officer

5 April 2021 SECTION 01 00 00 Page 9 Final Submittal in the administration of this Contract under the terms of the SUSPENSION OF WORK clause of this Contract, see Section 00700. The period of such suspension, delay or interruption must be considered unreasonable, and an adjustment 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.

1.17.2 Environmental Litigation

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.

1.18 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 with revised total estimated quantities.

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

Submit conformed 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 sets of ANSI D (22" x 34") and sets of half size (11" x 17") 3-hole punched and bound with metal posts. The 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.

-- End of Section --

5 April 2021 SECTION 01 00 00 Page 10 Final Submittal

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.3 SUBMITTALS

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

1.4.2 Location

1.5 DOCUMENTS PROVIDED BY THE GOVERNMENT

1.6 SUPERVISION BY THE CONTRACTOR

1.6.1 Contract Authority

1.6.2 Minimum Communication Requirements

1.6.3 Superintendent Qualifications

1.6.4 Safety and Quality Control (QC) Representatives

1.6.5 Non-Compliance Actions

1.6.6 Preconstruction Meeting

1.6.7 Electronic Mail (e-mail) Addresses

1.6.8 Weekly Coordination Meetings

1.7 EXISTING WORK

1.8 EXISTING UTILITIES

1.8.1 Underground Utilities

1.8.2 Surface Utilities

1.8.3 Unknown Utilities

1.8.4 Interruption of Existing Utilities Services

1.8.5 Coordination

1.9 NOTICES

1.9.1 Points of Contact - General

1.9.2 Points of Contact - Utilities

1.9.3 Excavation Work

1.9.4 Utility Interruption

1.9.5 Land Surveying

1.9.6 Existing Survey Monuments

1.9.7 Environmental and Biological

1.10 PERMITS

1.10.1 General

1.10.2 Permits to be Obtained

1.10.2.1 Permits for Road Closures

1.10.2.2 Dewatering/Discharge Permit

1.11 PERMITS PROVIDED BY THE GOVERNMENT

1.12 SCRAP MATERIAL

1.13 CONTRACTOR SURVEYS

1.13.1 Survey Standards

1.13.2 Survey Firm Acceptance

1.13.3 Survey Control and Datum

1.13.4 Positioning System

1.13.5 Survey Data

1.13.6 Pre and Post Construction Surveys

1.13.7 Progress Payments

5 April 2021 SECTION 01 11 00 Page 1 Final Submittal

1.14 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.14.1 Documentation

1.15 PROGRESS PAYMENTS

1.16 SECURITY OF CONTRACTOR PERSONNEL

1.16.1 Identification of Employees

1.16.2 Pre-Screen Candidates using E-Verify Program

1.16.3 Training

1.16.4 Access and General Protection/Security Policy and Procedures

PART 2 PRODUCTS

PART 3 EXECUTION

5 April 2021 SECTION 01 11 00 Page 2 Final Submittal

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. References are available online at:

http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

EM 1110-1-1000 (2002) Photogrammetric and Lidar Mapping

EM 1110-1-1002 (2012) Survey Markers and Monumentations

EM 1110-1-1003 (2011) NAVSTAR Global Positioning System Surveying

EM 1110-1-1004 (2002) Engineering and Design - Geodetic and Control Surveying

EM 1110-1-1005 (2007) Control and Topographic Surveying

EM-1110-1-2909 (2012) Geospatial Data and System

ERDC/ITL TR-09-2 (2015)A/E/C CADD STANDARD

1.2 DEFINITIONS

Refer to SUPPLEMENTARY CONDITIONS 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION for definitions of the words "approved", "indicated", and words of like importance.

1.3 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. Office symbols are as follows:

EDG: Engineering Division, Geotechnical Branch

Complete submittals in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES.

SD-01 Preconstruction Submittals

Permits; Surveying Equipment and Processing Software; G, EDG

5 April 2021 SECTION 01 11 00 Page 3 Final Submittal

Credentials and Qualifications; G

Corner Records and Record of Surveys; G, EDG

Security of Contractor Personnel; G

SD-07 Certificates

Partial Pay Estimates; G

SD-11 Closeout Submittals

DD Form 1354; G

Survey Data; G, EDG

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

The project consists of two separate construction phases. In Phase 1 of the project, widening the spillway right abutment and realigning the Avenue 146 is estimated to be completed in June 2021. The construction work contemplated herewith is Phase 2 of the project. There might be an overlapping of the Phase 1 and the Phase 2 construction. Coordination for the use of facilities will need to be addressed with the Phase 1 Contractor.

Phase 2 comprises (1) the remaining spillway excavation widening; (2) construction of an ogee weir, including the apron and abutment training walls; (3) main dam left abutment seepage berm and drain trench; (4) relocation of the Rocky Hill pumphouse; (5) providing erosion protection along the lake side of Avenue 146; (6) construct a spillway access road;

(7) construct a high pool boat ramp and parking lot; (8) Frazier Dike erosion slope protection; (9) flood mitigation or relocation of several recreation facilities and utilities at Tule Recreation Area; and (10) implementing erosion control measures for California State Highway 190 bridge abutments.

Demolition involves removal of the old existing Avenue 146 roadway, Tule Recreation Area restroom, Rocky Hill Pumphouse, Tule Recreation lift station, and spillway concrete sill. Controlled blasting will be required to construct the ogee weir, apron, and training walls. Temporary excavation slopes will be conducted by the Contractor to meet all Federal and State safety requirements. Slope stabilization will be as directed upon excavated conditions.

There is a total of three designated staging and stockpile areas that may be utilized during construction. There will be no public access on Avenue 146 during the construction of this project.

1.4.2 Location

The work is located within Tulare County, California. The specific location is as indicated.

5 April 2021 SECTION 01 11 00 Page 4 Final Submittal

1.5 DOCUMENTS PROVIDED BY THE GOVERNMENT

A hard copy of the geotechnical data report, plans and specifications, including all amendments, revisions, and modifications will be provided.

These documents must be kept at the job site during the Contract performance period and be accessible to the Contracting Officer.

Geotechnical or subsurface information referenced herein and in these specifications is provided for informational purposes only and is not to be considered a part of the construction documents or contract. Neither the Government nor the Engineer-of-Record warrant or guarantee the results of any geotechnical or subsurface investigation(s) performed for this project as being representative of the site beyond the actual location of the test specimen(s) and assume no responsibility for the manner in which this information may be used or the conclusions reached in utilizing the information as contained or referenced in the contract documents.

Further the Government and the Engineer-of-Record neither warrant nor guarantee the conclusions reached, recommendations made or test results presented as part of the geotechnical or subsurface investigation(s) as being representative of the entire site.

The Contractor is advised that it be their sole responsibility to supplement any information so provided with additional subsurface investigation(s) and/or testing, at the sole expense of the Contractor, in order to assure themselves that the information provided in the construction documents is representative of the conditions to be encountered within the limits of the project at the time of construction.

Such investigation(s) may be undertaken and commence only upon obtaining approval, in writing, from the Government.

1.6 SUPERVISION BY THE CONTRACTOR

1.6.1 Contract Authority

In addition to SUPPLEMENTARY CONDITION 52.236-6, SUPERINTENDENCE BY THE CONTRACTOR, appoint a site representative, satisfactory to the Contracting Officer, who has the authority to negotiate and execute supplemental agreements to the Contract. Contracting authority must include agreements up to $100,000.

1.6.2 Minimum Communication Requirements

Provide a minimum of one qualified superintendent, and one competent alternate, capable of reading, writing, and conversing fluently in the English language. The superintendent or alternate must be on the job-site at all times during the Contract performance period. In addition, the safety representative and Quality Control (QC) representative must be capable of reading, writing, and conversing in the English language. The safety representative and Quality Control (QC) representative must be on the job-site at all times during the Contract performance period.

1.6.3 Superintendent Qualifications

The project superintendent must have a minimum of 10 years' experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of

5 April 2021 SECTION 01 11 00 Page 5 Final Submittal hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any time during the project.

1.6.4 Safety and Quality Control (QC) Representatives

The project Safety and Quality Control (QC) representatives must have a minimum of 5 years' experience in construction with at least 3 of those years as a safety or quality control representative on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The Contracting Officer may request proof of the safety and quality control (QC) representative's qualifications at any time during the project.

1.6.5 Non-Compliance Actions

The project superintendent is subject to removal for non-compliance with requirements specified in the Contract and for failure to manage the project to ensure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.6.6 Preconstruction Meeting

After award of the Contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the Contract including value engineering, safety program, preparation of the schedule of prices, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" submittal. Major subcontractors who will engage in the work must also attend.

1.6.7 Electronic Mail (e-mail) Addresses

Establish and maintain electronic mail (e-mail) capability along with the capability to open electronic attachments including text files, pdf files, and other similar formats. Within 10 days after Contract award, submit the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this Contract including, but not limited to Contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use e-mail to notify the Contractor of site access conditions when emergency conditions warrant, such as high wind warnings or terrorist threats. Multiple e-mail addresses are not allowed. Promptly notify the Contracting Officer, in writing, of any changes to this e-mail address.

Distribute all Contracting Officer initiated e-mail within its own organization including subcontractors, suppliers, and field offices in a timely manner.

5 April 2021 SECTION 01 11 00 Page 6 Final Submittal

1.6.8 Weekly Coordination Meetings

Contractor must conduct weekly coordination meetings, prepare meeting minutes and follow-up all actions items in the following meeting. A draft meeting minutes must be submitted to all attendees within 24 hours for comments or corrections. Representatives from USACE and the Lower Tule River Irrigation District, project superintendent and representative from major work items need to attend the meeting. The weekly meeting must be run via some form of video conference communication, preferably WebEx or approved equal.

1.7 EXISTING WORK

In addition to SUPPLEMENTARY CONDITION 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 will remain.

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

1.8 EXISTING UTILITIES

1.8.1 Underground Utilities

The approximate location of existing utilities, known to exist within the limits of the work, are indicated. The sizes and locations indicated are approximate and are given from available information. Verify the existing location in the field. Notify the local underground service alert and obtain field markings prior to work near any existing utility, including potholing. The names of known utility purveyors are included in paragraph

NOTICES.

1.8.2 Surface Utilities

Notify the local utility purveyors prior to work near any existing utility. Flag, sign, and place barriers in areas of potential conflict with the work. At all times, ensure safe clearances for workmen, equipment and staging of materials. The names of known utility purveyors are included in paragraph NOTICES.

1.8.3 Unknown Utilities

Notify the Contracting Officer immediately in writing if unknown utilities are discovered that may affect the work. The Contracting Officer will decide as to how to proceed with the work.

1.8.4 Interruption of Existing Utilities Services

Perform the work under this Contract with a minimum of interruption and outage time for all utilities. For each relocation, by-pass, removal, or abandonment, schedule work in a continuous effort, with minimum impact to utility service. Obtain written permission from utility purveyors prior to work affecting their facilities and submit.

5 April 2021 SECTION 01 11 00 Page 7 Final Submittal

1.8.5 Coordination

Existing utilities may be relocated, removed, or abandoned by others in a separate Contract. Coordinate and cooperate with the utility purveyors and their contractors. Establish a mutual understanding of work schedules and use of the project site. Notify in writing of all proposed coordination activities.

1.9 NOTICES

1.9.1 Points of Contact - General

The Points of Contact - General will be provided post-award.

1.9.2 Points of Contact - Utilities

The Points of Contact - Utilities will be provided post-award.

1.9.3 Excavation Work

Provide notification at least 15 days prior to starting excavation work.

Notify the local underground service alert and obtain field markings for existing utilities a minimum of 48 hours prior to starting excavation work.

1.9.4 Utility Interruption

Provide notification at least 15 days prior to any utility interruption.

1.9.5 Land Surveying

See paragraph CONTRACTOR SURVEYS for additional noticing requirements.

1.9.6 Existing Survey Monuments

Provide notification in writing 7 days prior to any disturbance or movement of benchmarks, road and channel monuments, property corners, centerline ties or any existing survey monument.

1.9.7 Environmental and Biological

Refer to SECTION 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS.

1.10 PERMITS

1.10.1 General

Refer to the SUPPLEMENTARY CONDITION 52.236-7 PERMITS AND RESPONSIBILITIES which requires obtaining all licenses and permits, including, but not limited to the permits specified below. Submit permits prior to work performed in execution of the permit.

1.10.2 Permits to be Obtained

1.10.2.1 Permits for Road Closures

Obtain road closure permit from Tulare County and/or Caltrans, as required.

5 April 2021 SECTION 01 11 00 Page 8 Final Submittal

1.10.2.2 Dewatering/Discharge Permit

Obtain Dewatering/Discharge Permit in conformance with requirements in Section 01 57 30 DEWATERING, DIVERSION AND CONTROL OF WATER.

1.11 PERMITS PROVIDED BY THE GOVERNMENT

Section 401 Water Quality Certification

1.12 SCRAP MATERIAL

Materials indicated to be removed, other than salvaged materials, are designated as scrap, become property of the Contractor, and must be removed from the site. Make do allowance for the value of the scrap, if any, and reflect the same in the contract price.

1.13 CONTRACTOR SURVEYS

1.13.1 Survey Standards

Perform all surveys and prepare final digital survey material in accordance with the following References:

EM 385-1-1 (2014) Safety and Health Requirements Manual EM 1110-1-1000 (2002) Photogrammetric and Lidar Mapping EM 1110-1-1002 (2012) Survey Markers and Monumentations EM 1110-1-1003 (2011) NAVSTAR Global Positioning System Surveying EM 1110-1-1004 (2002) Engineering and Design - Geodetic and Control Surveying EM 1110-1-1005 (2007) Control and Topographic Surveying EM-1110-1-2909 (2012) Geospatial Data and Systems

1.13.2 Survey Firm Acceptance

All surveys must be performed by a survey firm, independent of the Contractor. The firm must have a minimum of three years of qualifying experience in topographic surveys, boundary surveys, and construction staking. The firm must have a current and valid California Surveyor's license.

Submit documentation for:

a. Modern, electronic surveying equipment and processing software to be used for all surveys. Documentation includes name, model, and year of manufacture of the electronic equipment and software; the manufacturer's stated accuracies; the last time equipment was calibrated; and capability of the equipment and software proposed for use.

b. Credentials and qualifications verifying qualified, experienced staff are available and will be used for the operation of the electronic positioning and surveying equipment and processing software. Include records of training.

1.13.3 Survey Control and Datum

a. Perform all surveys using the Corps of Engineers control network as indicated. The unit of measure to be U.S. Survey Feet. All survey and mapping work must be in the datum, projection and units of the control

5 April 2021 SECTION 01 11 00 Page 9 Final Submittal indicated or as otherwise directed.

b. Prior to commencement of construction, research all available maps and notes of record; conduct a diligent search for all survey monuments within the project limits and adjacent vicinity; reference or tie-out all monuments subject to disturbance or destruction; prepare and file Corner Records or a Record of Survey with the County Surveyor, as directed. Depict the location and character of the original found monuments, prior to disturbance or destruction. Prior to completion of construction, perpetuate the original monuments by setting new monuments and file Corner Records depicting the location and character of the new monuments. Submit copies of recorded instruments for Corner Records and Record of Surveys.

c. Replace or relocate survey control points that have been disturbed or destroyed pursuant to California law, including Section 464 of the California Code of Regulations, Title 16, Division 5, which requires filing of Corner Records or Record of Surveys with the County Surveyor. Coordinate with the Contracting Officer and County Surveyor based on the original survey control and submitting field notes showing the character of the new points and methods of establishment or re-establishment. Make no changes without prior written approval.

d. Provide notification in writing, 7 days in advance of movement or removal of any monument, benchmark or right-of-way marker.

1.13.4 Positioning System

Perform Surveys using proven, modern electronic surveying equipment such as RTK GPS, automated Total Station or similar system with positional accuracy equal to or exceeding the requirements of EM 1110-1-1003 and

EM 1110-1-1005 .

1.13.5 Survey Data

a. Each survey submittal to consist of three sets of the applicable files on DVD and include the following:

(1) 2018 AutoCAD Civil3D file with contours generated from the DTM.

All AutoCAD Civil3D files to include the proper Geographic Coordinate System and working unit's settings. Each digital file must immediately reference to other digital files and be correctly oriented. CADD files must use the settings for layer, color, and other properties found in ERDC/ITL TR-09-2 .

(2) ASCII mass points file with a data header. The first header line must be preceded by an asterisk, which indicates a comment line.

b. All DVD's, hard drives, points files and drawing files (DWG files) must be labeled with a header or title block showing, at a minimum, the following project information:

(1) Project: Tule River Spillway Enlargement Project - Phase 2 (Schafer Dam)

(2) Date: mm/dd/yyyy

(3) Surveyor: Name of firm and California licensed surveyor

(4) Area:

(5) Survey Type: topographic, construction staking, boundary, other

(6) Survey Method: RTK, total station, digital levels, other

5 April 2021 SECTION 01 11 00 Page 10 Final Submittal

(7) Unit of measure: US Survey Feet

(8) Vertical Datum: NAVD88

(9) Horizontal Datum: NAD83

(10) Projection: California State Coordinate System, Zone 4

(11) Control used:

(12) Data Format: use northing, easting, elevation, point description

c. Use a Data Processing System to map the survey data and calculate quantities. Import processed survey data into the Data Processing System where the data is compared to design templates and volume quantities are calculated. The software must be capable of digital terrain modeling and produce, at a minimum, topographic survey sheets, cross section profiles, 3-dimensional area profiles, and quantity volume calculations using the surface to surface method.

d. Unless otherwise directed, the accuracy of all quantity surveys submitted for progress payment must be at one-foot contour intervals.

1.13.6 Pre and Post Construction Surveys

In accordance with the SUPPLEMENTARY CONDITION 52.236-16 QUANTITY SURVEYS, ALTERNATIVE 1, perform the pre and post construction surveys. Perform the preconstruction survey after clearing, grubbing and any demolition is completed, and prior to any excavation or construction activities.

1.13.7 Progress Payments

Progress payments will be based upon Contractor's surveys. Provide full coverage of the entire area for which progress payment is requested.

Survey data which does not conform to the specifications will not be considered for payment.

1.14 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the CONDITION OF CONTRACT 52.249-10 DEFAULT (FIXED PRICE CONSTRUCTION). The Contracting Officer may award a time extension under this clause, if the following conditions are 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 anticipation for the project location during any given month.

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

The following is a schedule of monthly anticipated adverse weather days that constitute the base line for monthly weather time evaluations. The progress schedule must reflect these anticipated adverse weather delays in all-weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORKDAYS BASED ON 5 DAY WORK

WEEKS

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

7 7 6 3 2 0 0 0 2 2 4 6

5 April 2021 SECTION 01 11 00 Page 11 Final Submittal

c. During the Contract performance period, 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 scheduled workday.

1.14.1 Documentation

The number of actual adverse weather days will include days impacted by actual adverse weather and be calculated chronologically from the first to the last day of each month and be recorded as full days. If the number of actual adverse weather days exceeds the number of days anticipated above, the Contractor may request an extension to the contract.

1.15 PROGRESS PAYMENTS

Submit partial pay estimates every month. Submit with the partial pay estimates:

a. Project schedule narrative and earnings monthly update reports as specified in SECTION 01 32 01 PROJECT SCHEDULE.

b. Safety report(s) in accordance with OSHA, Cal/OSHA, and the Corps of Engineers' EM 385-1-1 .

c. Updated/current submittal register as specified in SECTION 01 33 00

SUBMITTAL PROCEDURES.

d. Quality Control Reports as…