A07.01_-_IFB_Atch_1_-_Specifications_-_20190516_Dike_100_FinalSpecs.pdf

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited

REQUEST FOR PROPOSAL (RFP)

SACRAMENTO COUNTY, CALIFORNIA

FOLSOM DAM RAISE PROJECT

DIKE 8

PROJECT NO. 103893

SPECIFICATION NO. 2240

DESIGN FILE NO. AM-09-0875

Folsom Dam Raise - Dike 8 Spec No. 2240 100% Final

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

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 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 71 10 MOBILIZATION AND DEMOBILIZATION

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 31 - EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

31 23 16 EXCAVATION

31 23 19 DEWATERING

31 60 00 FOUNDATION PREPARATION

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 15 00 AGGREGATE SURFACING

32 92 33 GRASS SEEDING AND EROSION CONTROL

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 42 38 ROCK SLOPE PROTECTION

35 73 13 EMBANKMENT FOR EARTH DAMS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

NOT FOR CONSTRUCTION

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 SUBMITTALS

1.4 SITE USE CONDITIONS

1.4.1 Work Days and Hours

1.4.2 Work Outside Normal Hours

1.4.3 Permit to Work Form

1.4.4 Land Use and Landscape Rehabilitation Plan

1.4.5 Contractor's Site Access

1.4.6 Contractor's Site Use Areas

1.4.6.1 Upstream of Dike 7

1.4.6.2 Downstream of Dike 7

1.4.6.3 Upstream of Dike 8

1.4.6.4 Downstream of Dike 8

1.4.6.5 Haul Road (Bench Road) Between Dike 7 and Rock Stockpile

East of Dike 8

1.4.6.6 Mormon Island Cove Parking Area

1.4.7 Other Site Restrictions

1.4.7.1 Lake Level Fluctuation

1.5 SECURITY

1.5.1 Site Access

1.5.1.1 Contractor-Supplied Access Screening

1.5.2 Security Program

1.5.2.1 Security Manager

1.5.2.2 List of Onsite Employees and Vehicles

1.5.2.3 Background Investigations

1.5.3 Controlled Access Areas

1.5.3.1 Critical Areas

1.5.3.2 Non-Critical Areas

1.5.4 Security Zone Access Requirements

1.5.5 Personnel Access

1.5.6 Identification Badges

1.5.6.1 Entry into Security Zone 1

1.5.6.2 Entry into Security Zones 2, 3 or 4

1.5.6.3 Suppliers, Vendors and Visitors

1.5.6.4 Loss of Access Badges

1.5.6.5 Misuse of Access Badges

1.5.6.6 Personnel Entry Approval

1.5.7 Personal Identification Verification Identification

1.5.8 Vehicle Access Requirements

1.5.8.1 Personal Vehicles

1.5.8.2 Contractor Vehicles

1.5.8.3 Delivery Vehicles

1.6 GENERAL REQUIREMENTS RELATED TO OPERATION OF FOLSOM DAM

SECTION 01 00 00 Page 1

1.6.1 Reservoir Operations

1.7 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

1.8 PRICING OF CONTRACTOR-FURNISHED PROPERTY

1.9 NOISE STANDARDS

1.9.1 Exterior and Interior Noise Standards

1.9.2 Noise Source Exemptions

1.9.3 Noise Measurement Criteria

1.9.4 Variances

1.10 UTILITIES

1.11 PLANNED UTILITY OUTAGES AND STREET CLOSURES

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.13 EQUIPMENT DATA FORM

1.14 SPECIAL CONSTRUCTION PROCEDURES

1.14.1 Dust

1.14.2 Portable Facilities

1.14.3 Borrow Material

1.15 WARRANTY OF CONSTRUCTION

1.16 DAMAGE TO ROADS

1.16.1 Documentation Regarding Potential Damage to Access Routes

1.16.1.1 Preconstruction Quantity Survey Plan

1.16.1.2 Preconstruction Access Road Survey

1.16.1.3 Post-Construction Access Road Survey

1.17 FINAL EXAMINATION AND ACCEPTANCE

1.18 ENVIRONMENTAL LITIGATION

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

-- End of Section Table of Contents --

SECTION 01 00 00 Page 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.

CITY OF FOLSOM, CALIFORNIA (COF)

COF Muni Code (2006) Folsom Municipal Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

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

CESPK FORM 450 (1992) Contractor Equipment Data Sheet

1.3 SUBMITTALS

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

submittals not having a "G" designation are for 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

Water Level Rise Action Plan; G

Security Program; G

List Of Onsite Employees And Vehicles; G

SD-01 Preconstruction Submittals

Permit To Work; G

Safety Plan; G

Land Use And Landscape Rehabilitation Plan; G

SECTION 01 00 00 Page 3

Equipment Data Form; G

Performance Bond

Preconstruction Quantity Survey Plan; G

Preconstruction Access Road Survey

SD-11 Closeout Submittals

Post-Construction Access Road Survey

1.4 SITE USE CONDITIONS

1.4.1 Work Days and Hours

Regular work days shall be Monday through Friday, excluding Government holidays. Normal work hours are between the hours of 7:00 a.m. and 7:00 p.m. local time subject to conformance with Folsom Municipal Noise Standards as in accordance with Paragraph 1.7. The Government anticipates that the contractor will perform work outside normal work hours and is prepared to approve work outside normal work hours subject to meeting the requirements in paragraph WORK OUTSIDE NORMAL HOURS below.

Do not interfere with the peak traffic flows without prior notification to and advance approval by the Contracting Officer. The scheduled hours for truck loading, unloading, and hauling operations shall follow all State, local, and City ordinances.

1.4.2 Work Outside Normal Hours

Work outside normal Monday through Friday working hours requires Contracting Officer approval. Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress.

Work either started, or scheduled to be finished, or both, outside normal work hours are permitted subject to conformance with the Folsom Municipal Code noise standards, and subject to approval of a work plan for work outside normal hours. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.4.3 Permit to Work Form

Obtain "Permit to Work" prior to mobilizing on the site. Permit will be issued by Reclamation. Submit the following to the Contracting Officer and Reclamation for approval: completed Permit to Work form; Contractor's Safety Plan (for first three months of construction activities); Land Use and Landscape Rehabilitation Plan (see paragraph below for requirements);

Security Program (for first three months of construction activities); List of Contractor Personnel; Water Level Rise Action Plan; and Storm Water Pollution Prevention Plan. "Permit to Work" submittals shall be submitted within 30 calendar days after award.

1.4.4 Land Use and Landscape Rehabilitation Plan

Develop a Land Use and Landscape Rehabilitation Plan that includes the following information:

SECTION 01 00 00 Page 4

a. Show use location and extent of impact. Uses include but are not limited to the following:

(1) Proposed extent of clearing, grubbing and stripping;

(2) Show extent of area to receive topsoil during restoration and the depth of topsoil;

(3) Buildings and service areas including offices, warehouses, storage areas, fuel and oil storage areas, and equipment maintenance area;

(4) Parking areas, temporary roads and haul routes;

(5) Utilities, including air, power, water lines, fire hydrants if any, locations and methods to obtain water for construction purposes;

(6) First aid and medical facilities;

(7) Areas for processing, storing and disposing of waste materials from construction operations; and

(8) Temporary fences and access gates.

b. Describe methods to preserve, protect and repair vegetation if damaged (such as trees, shrubs and grass) and other landscape features on or adjacent to the jobsite, which are not to be removed and which do not interfere with the work required under this contract. Include methods to mark work area limits, protect disturbed areas and prevent erosion.

c. Describe methods to protect and repair existing facilities, improvements and utilities at or near the jobsite, if damaged.

d. Describe methods for removing temporary structures and facilities, cleanup and rehabilitating the site after completion of the construction activities, as required by the contract documents.

1.4.5 Contractor's Site Access

Staging areas and Site Access are identified in the drawings.

Primary access to Dike 8 shall be at the signalized intersection of East Natoma Street and Folsom Point Road. Maintain access at all times through this point regardless of any additional access developed under this contract. All Delivery trucks, including material import, construction equipment, and shuttled personnel shall enter the construction site from this intersection. Egress will be from the same location.

The Contractor's Site office will be located in the area to the west of the Mormon Island Cove Parking Area as shown on the plans, with access from the Folsom State Recreation Area access road at the intersection of Green Valley Road and Sophia Parkway.

Should the contractor decide to use the rock stockpile east of Dike 8 for processing rock to generate rock slope protection material, a flagger will be needed at the intersection between Folsom Point Road and the Bench Road to ensure the safety of the public as truck and equipment cross Folsom Point Road. Prior approval from the Contracting Officer is required for processing of material from the on-site rock stockpile. See Section

SECTION 01 00 00 Page 5

35 42 38 ROCK SLOPE PROTECTION.

The Contractor shall use the haul routes shown on the drawings for delivery of import materials, construction equipment and supplies. The Contractor shall follow all State and local ordinances regarding haul routes on public roadways. Folsom Lake Crossing and the portion of Folsom-Auburn Road north of Greenback Lane are not approved commercial truck routes from the City of Folsom. The Contractor will need to obtain a permit from the City of Folsom before using these roads for delivery of import materials, construction equipment and supplies.

1.4.6 Contractor's Site Use Areas

Government land as shown on the drawings may be used for required construction facilities and activities subject to the approval of the Contracting Officer and subject to the restrictions noted below.

The Contractor is responsible to provide signage and temporary fencing as indicated to keep out members of the public from all areas impacted by construction, including but not limited to: staging areas, work site, site offices, and laydown areas.

1.4.6.1 Upstream of Dike 7

The area upstream of Dike 7 designated on the drawings is available to the Contractor for laydown and temporary storage of materials. This area shall not be used for equipment maintenance or refueling.

1.4.6.2 Downstream of Dike 7

A portion of the area downstream of Dike 7, as designated on the drawings, is available to the Contractor for laydown and temporary storage of materials. This area can be used for equipment maintenance or refueling.

1.4.6.3 Upstream of Dike 8

The area upstream of Dike 8 designated on the drawings is available to the Contractor for laydown and temporary storage of materials. This area shall not be used for equipment maintenance or refueling.

1.4.6.4 Downstream of Dike 8

The area downstream of Dike 8 shall not be used for laydown and temporary storage of materials. This area can be used for equipment maintenance or refueling.

1.4.6.5 Haul Road (Bench Road) Between Dike 7 and Rock Stockpile East of Dike 8

The existing haul road from Dike 7 to the rock stockpile east of Dike 8 can be used for by construction equipment and contractors vehicles. The contractor is responsible for maintenance of this bench road during the duration of the contract and will be responsible to reinstate it to its original condition prior to demobilizing from site.

1.4.6.6 Mormon Island Cove Parking Area

The area west of the Mormon Island Cove Parking Area, as designated on the plans, is available to the contractor for site offices and passenger

SECTION 01 00 00 Page 6 vehicle parking. Trucks or equipment are not allowed in this area. Public access and parking at the Mormon Island Cove Parking Area shall be maintained throughout construction.

1.4.7 Other Site Restrictions

1.4.7.1 Lake Level Fluctuation

Lake levels fluctuate regularly on Folsom Lake. Contractor to obtain and assess historical operational information for lake level fluctuation at http://cdec.water.ca.gov/cgi-progs/selectQuery?station_id=FOL . The station ID code is FOL. The Contractor is to ensure that work is planned and conducted in a manner consistent with the historical lake level fluctuation. The Government operates the lake level at full pool elevation of 468.34 feet on June 1 of each year, falling over the summer until October 1 when the reservoir elevation falls to maximum elevation

428.34 feet no later than November 17 to create flood storage. A maximum elevation of 428.34 is held until March 1 when the reservoir rises but does not reach elevation 468.34 earlier than June 1. The contractor is cautioned that storm events may cause rapid lake level rise above the prescribed Water Control Manual elevations described above. Water levels above the prescribed elevations result in reservoir releases in accordance with Water Control Diagram to bring the water level back to a level prescribed for that date. Contractor assumptions of lake levels lower than the operated levels described above are at Contractor's sole risk.

Prior to the start of construction, the Contractor shall prepare and submit for approval a water level rise action plan that addresses how the contractor proposes to relocate equipment and material stockpiles should a lake level rise above elevation 468.34 feet NAVD88 be predicted. This plan shall be kept in place throughout the duration of the construction contract. This plan shall also include provisions for dewatering of staging areas, stockpile areas, haul road, or project excavations that become inundated by rising water levels. The Contractor shall be prepared to perform any necessary dewatering. No excavations or other work will be allowed on the upstream side of Dike 8 if pool levels are above elevation

468.34 feet NAVD88 or forecasted to rise above this elevation, without prior approval by the Contracting Officer. Best management practices shall be employed by the Contractor in accordance with the Contractor's approved SWPPP (see Section 01 57 23 TEMPORARY STORMWATER POLLUTION CONTROL) and runoff from the site shall meet all State, local, and federal regulations.

Furthermore, the water level rise action plan shall include a contingency plan with proposed measures to protect the downstream areas which have a reduced level of protection due to construction activities and to restore the dike crest to the original crest elevation. Requirements for restoring the dike crest elevation are provided in Section 35 73 13 EMBANKMENT FOR EARTH DAMS. The plan shall include lake level monitoring, lake inflow rates at which the plan will be activated, material and equipment to be used in performance of the contingency plan, and the existing location, type and quantity of the stockpiled emergency material. The Contractor shall keep a sufficient quantity of embankment fill material on the project site for the duration of the construction period, protected from inclement weather, for use as emergency backfill as necessary.

SECTION 01 00 00 Page 7

1.5 SECURITY

1.5.1 Site Access

Entrance to the project site is limited to authorized personnel and vehicles only. Contractor employees will be given access only to those areas where they have been approved to work. No other site access is allowed. The Contractor will not be given keys to any of the facilities.

The existing gate south of the staging area at Dike 7 shall be kept closed and locked at all times.

1.5.1.1 Contractor-Supplied Access Screening

In addition to other requirements as may be required by these specifications, post a person at each access gate at all working hours to screen all incoming vehicles. This individual shall be an employee of the Contractor or a subcontractor and stand guard at the gate whenever the gate is open. The cost of maintaining this service shall be borne by the Contractor. A separate payment for this service will not be made. Include the cost in other bid items as a subsidiary obligation.

1.5.2 Security Program

Folsom Dam and facility is formally designated as a National Critical Infrastructure (NCI) facility according to Presidential Decision Directive 63 (PDD-63) issued May 22, 1998.

The security requirements at Folsom Dam and facility are based on Homeland Security Presidential Directive (HSPD) 12; Reclamation Manual Directives and Standards, SSLE 01-01, Personnel Security and Suitability; Decision Document – Folsom Dam and Powerplant; CCAO SOP - Folsom Dam Access and Key Control Policy.

The Contractor is required to submit a Security Program for government approval consisting of a plan and procedures for restricting entry onto the project site to unauthorized persons and monitoring personnel and vehicle entry and egress to the project site, access to Controlled Access Areas, and develop a security-sensitive traffic circulation plan for the various phases of the work. The Program shall also describe a plan for a government-approved, photo-bearing badging process administered by the Contractor for identification of contractor and subcontractor employees who don't require access into Security Zones 2, 3 or 4.

1.5.2.1 Security Manager

Appoint an on-site Security Manager to administer the Security Program and be responsible for the Contractor's physical security contractual obligations and coordinating all security activities with Reclamation through the Contracting Officer's Representative. This Manager will also be responsible for validating deliveries and subcontractor access onto the worksite. The Manager shall maintain a continuous log of workmen and visitors entering the site and make available to the Government on request. The Manager will be equipped to be in radio or cell phone contact at all times. The minimum qualifications for the Security Manager are that the Manager meet the requirements and be properly badged for a Zone 4 access. The Security Manager may have other duties.

SECTION 01 00 00 Page 8

1.5.2.2 List of Onsite Employees and Vehicles

The Security Manager shall submit a List of Onsite Employees and Vehicles containing the names, job title, addresses and telephone numbers for all contractor and subcontractor employees needing access on the project. The list shall also indicate the purpose for access, the proximity the access is required, the type of identification badge issued to the individual and the Security Zones for which access is approved and whether for "Unescorted Access" or "Escorted Access", citizenship status, driver's license number, date of birth, and approximate length of time (months) access is required. The list of onsite vehicles shall provide vehicle description, license number and state, and, as applicable, year, make and model. As changes occur and/or additional employees and/or vehicles arrive at the site, the list shall be promptly updated and resubmitted; but at a minimum, the list shall be resubmitted monthly even if no changes occur.

1.5.2.3 Background Investigations

The Contractor shall perform background investigations for all site supervisors and permanent salaried staff and present findings to the Contracting Officer prior to access to project site. Investigation shall be a National Agency Check with Inquiries (NACI), which is a background investigation consisting of record searches and written inquiries covering specific areas of a person's background during the past five (5) years.

1.5.3 Controlled Access Areas

All areas of the federal lands at Folsom Dam are controlled access. Some areas, as defined below, have more restrictive controls than other areas.

The Dike 8 embankment and staging areas at Dike 7 may be in Security Zone 1, as defined below. Security zone designation and requirements may be subject to change. It is the Contractor's responsibility to find out what security zone any areas the Contractor needs to access are in, including work sites, staging areas, and haul routes. The Contractor shall implement all security measures as required by Reclamation and as needed to safely complete the project.

1.5.3.1 Critical Areas

a. Security Zone 4 - Includes the following:

(1) Tainter gates including the area immediately upstream on the reservoir side.

(2) Power plant control room.

(3) Central Valley Operations alternate control center.

(4) Tainter gate controls in the Main Dam

(5) Reclamation computer server room.

b. Security Zone 3 - Includes the following:

(1) Motor vehicle access to the crest of Mormon Island Auxiliary Dam.

(2) Crest of the Wing Dams.

SECTION 01 00 00 Page 9

(3) Folsom Dam - exterior and interior of the concrete section, including the bridge and stilling basin.

(4) Power plant (excluding control room) and pumping plant.

(5) Auxiliary Spillway Control Structure.

1.5.3.2 Non-Critical Areas

a. Security Zone 2 - Includes the following:

(1) Reclamation Industrial Area including the maintenance shops and warehouse.

b. Security Zone 1 - All other areas not specifically identified as Security Zone 2, 3, or 4.

1.5.4 Security Zone Access Requirements

a. Security Zone 4: All contractor personnel entering Security Zone 4 areas shall be properly badged and/or escorted as described below.

(1) Unescorted Access: Designate individuals requiring unescorted access and/or escort privileges into Security Zone 4. Those individuals shall be subjected to a full background check or equivalent in accordance with the paragraph below entitled Personal Identification Verification Identification (PIV-ID).

In addition, personnel shall complete a Folsom Security and Safety Training Module. This site-specific training will be provided by Reclamation personnel. Attendance in the training shall be documented and maintained onsite by the Contractor.

In so far as is practicable, complete the required PIV-ID paperwork, fingerprinting and security training process as soon as possible before their anticipated start work date in Security Zone 4 areas so as not to impact scheduled work. A red contractor picture badge marked for unescorted access and/or escort privileges to Security Zone 4 will be issued upon receiving clearance. An interim Unescorted Access badge may be granted after the Reclamation Safety and Security Office receives the results of a preliminary criminal records check contingent upon final adjudication of the background investigation.

(2) Escorted Access: Other contractor personnel may enter Security Zone 4 if they have been issued a red contractor badge or a daily visitor's badge, and are escorted by an approved escort (person with Unescorted Access badges marked "escort"). Escorted personnel do not require a background check.

Contractor personnel can receive an Escorted Access badge by presenting a valid form of government-issued picture identification (e.g., driver's license) along with a Reclamation Badge Request form to the Reclamation Administrative Office after scheduling an appointment with the Reclamation Offices Services Team through the contractor's Security Manager.

(3) Escorts taking persons into Security Zone 4 must remain with them at all times while they are performing work in this zone. The

SECTION 01 00 00 Page 10 ratio of contractor personnel to government or contractor escorts shall not exceed 8:1. All escorts must be located within sight of escorted contractor personnel and close enough to prevent unauthorized access to gate assemblies or gate controls. Escorts may turn the escorted personnel over to another approved escort -red badge with "Zone 4E" marked - to ensure uninterrupted monitoring of escorted personnel. Escorted contractor personnel shall be monitored continuously by approved contractor escorts.

(4) Escorts in Zone 4 must be a Government employee or a contractor employee approved by the Contracting Officer's Representative and who has been issued a red contractor badge or a blue or green government employee badge bearing the mark "Zone 4E". Do not assume a government employee will be available to serve as an escort. Escorts in Zone 4 must be a Government employee, or a contractor employee, approved by the COTR who has been approved to be an escort and has been cleared by OPM after a full LBI background check. Personnel from other government agencies who have previously received an OPM LBI (or equivalent) must submit a certification from the agency's Human Resources Office to receive a badge without a new background check. The red contractor badge or green or blue government badge will have an "E" marked on those individuals approved to be an escort.

(5) All Contractor vehicles entering Zone 4 are subject to complete inspection by security personnel.

b. Security Zone 3: All contractor personnel entering Security Zone 3 areas shall be properly badged and/or escorted as described below.

(1) Unescorted Access: Designate individuals requiring unescorted access and/or escort privileges into Security Zone 3. Those individuals shall be subjected to a full background check or equivalent in accordance with the paragraph below entitled Personal Identification Verification Identification.

In addition, personnel shall complete a Folsom Security and Safety Training Module. This site-specific training will be provided by Reclamation personnel. Attendance in the training shall be documented and maintained onsite by the Contractor.

In so far as is practicable, complete the required PIV-ID paperwork, fingerprinting and security training process at least 30 days before their anticipated start work date in Security Zone 3 areas so as not to impact scheduled work. A red contractor picture badge marked for unescorted access and/or escort privileges to Security Zone 3 will be issued upon receiving clearance. An interim Unescorted Access badge may be granted after the Reclamation Safety and Security Office receives the results of a preliminary criminal records check contingent upon final adjudication of the background investigation.

(2) Escorted Access: Other contractor personnel may enter Security Zone 3 if they have been issued a red contractor badge and are escorted by an approved escort (person with Unescorted Access badges marked "escort"). Badges for entrance into lower security zones do not require a background check.

Contractor personnel can receive an Escorted Access badge by

SECTION 01 00 00 Page 11 presenting a valid form of government-issued picture identification (e.g., driver's license) along with a Reclamation Badge Request form to the Reclamation Administrative Office after scheduling an appointment with the Reclamation Offices Services Team through the contractor's Security Manager.

(3) Escorts taking persons into Security Zone 3 shall continuously monitor the escorted personnel so that the employee overseeing the activity ensures that the escorted personnel do not enter an unsafe or critical area. Escorts may turn the escorted personnel over to another approved escort to ensure uninterrupted monitoring of escorted personnel. Escorted contractor personnel shall be monitored continuously by approved contractor escorts.

(4) All contractors vehicles entering Zone 3 are subject to complete inspection by security personnel.

c. Security Zone 2: All contractor personnel entering Security Zone 2 areas shall be properly badged and/or escorted as described below.

(1) Unescorted Access: The Contractor's Security Manager shall designate individuals requiring unescorted access and/or escort privileges into Security Zone 2. Those individuals shall submit a valid form of government-issued picture identification (e.g., driver's license) along with a Reclamation Badge Request Form to the Reclamation Administrative Office after scheduling an appointment with the Reclamation Offices Services Team through the contractor's Security Manager. Contractor personnel requiring access into Zone 2 do not require a background check. A red contractor badge will be issued upon approval.

In addition, personnel requiring Security Zone 2 access shall complete a Folsom Security and Safety Training Module session.

(2) Escorted Access: Other contractor personnel may enter Security Zone 2 if they are escorted by an approved escort (person with an unescorted access badge marked "escort" red contractor badge marked for access to Zone 2 or higher).

(3) Escorts taking persons into Security Zone 2 shall continuously monitor the escorted personnel so that the employee overseeing the activity ensures that the escorted personnel do not enter an unsafe or critical area. Escorts may turn the escorted personnel over to another approved escort to ensure uninterrupted monitoring of escorted personnel. Escorted contractor personnel shall be monitored continuously by approved contractor escorts.

d. Security Zone 1: For contractor personnel who don't require access into Security Zones 2, 3 or 4, the Contractor's government-approved, photo-bearing badging system shall suffice.

1.5.5 Personnel Access

All contractor and subcontractor employees are required to have in their possession a valid picture identification badge issued by the Contractor or the United States Government as a precondition for access onto the project site. Identification badges will be prominently displayed or, for safety reasons, may be carried on the person; but must be presented on demand for inspection. Personnel not having the required identification on

SECTION 01 00 00 Page 12 their person at all times shall be subject to immediate removal from the site. The identification badge shall be surrendered to the Security Manager upon completion of their work at the site. All contractor employees may be subject to background checks for security purposes and, upon the discretion of the Contracting Officer, may be prohibited from access on the site.

1.5.6 Identification Badges

Photo identification badges will be issued to all contractor personnel with the proper identification who will be on site continuously for more than 30 calendar days. Contractor employees who will be on site for less than 30 days will be issued a daily contractor's badge without a photo before being allowed to work. Photo identification badges will be issued for the contract performance period. A periodic check will be made by the contractor's Security Manager on the status of these badges. Each contractor's superintendent or foreman shall be responsible for monitoring the status of each badge issued to his employees. Only actively employed personnel shall retain a badge.

1.5.6.1 Entry into Security Zone 1

All contractor and subcontractor personnel authorized access to the project site and who have need to enter only Security Zone 1 shall be issued a durable, government-approved, photo-bearing identification badge.

The badge will be issued by the Contractor's Security Manager and will contain the following information:

a. All Contractor-issued badges shall have a single unique background color, but not blue, green or red;

b. Employee's name;

c. Employee's photograph;

d. Assigned identification number or alpha-numeric ID;

e. Card issue and expiration date;

f. Responsible employee's supervisor's name and phone number(s); and

g. Responsible on-site Government representative's name and phone number(s).

1.5.6.2 Entry into Security Zones 2, 3 or 4

All contractor and subcontractor personnel authorized access to the project site who require access to either Security Zone 2, 3 or 4 shall be required to provide the required Personal Identification Verification Identification (PIV-ID) paperwork before being eligible to be issued a red contractor identification badge by Reclamation. The specific paperwork and the process is identified in the section below titled Personal Identification Verification Identification. The Contractor's Security Manager shall coordinate the processing of the applications for badges for the prime contractor or the sponsoring subcontractor. Each completed application shall be signed by both the Contractor's Security Manager and an authorized representative of the Contracting Officer before the application is forwarded to Reclamation for processing the application.

SECTION 01 00 00 Page 13

1.5.6.3 Suppliers, Vendors and Visitors

Suppliers, vendors and one-time or infrequent non-Government visitors wishing to enter the project site will be required to either be badged or escorted by a Reclamation-badged employee of the Contractor in order to enter the project site. If escorted, it will be for 100% of the time while within the project perimeter by a Reclamation-badged individual, whose sole duty at the time is as an escort service. Escorted personnel shall be provided a visitor's badge, to be worn at all times. Twenty-four (24) hour advance notification will be provided to Reclamation's security force by the Contractor's Security Manager and will include the name of the company, the name and driver's license number of the individual(s), the purpose of the visit and the name and phone number of the sponsoring Federal agency, contractor or subcontractor on site. Entry may be refused without this notification. For Security Zone 1 only, unescorted suppliers, vendors and visitors shall be issued (and shall display) a contractor-issued visitor's badge. The individual's name, company, driver's license number, state, employer's phone number, POC on site, purpose of visit, and make and model of vehicle (if applicable) will be recorded before access is permitted on site. The individual and vehicle are subject to search and/or inspection by the Reclamation's security forces.

1.5.6.4 Loss of Access Badges

The Contractor's Security Manager shall notify Reclamation immediately if any access badges are lost or stolen. Failure to report a lost badge may result in denial of a replacement badge.

1.5.6.5 Misuse of Access Badges

Any contractor personnel who misuse an access badge, enter an unauthorized Security Zone, provide the badge to others, follow improper escort procedures, or other misuses face the following actions:

a. First offense - warning and requirement to retake the Folsom Security Training.

b. Second offense - permanent loss of access badge.

1.5.6.6 Personnel Entry Approval

Delay or failure to obtain entry approval will not affect the contract price or time of completion.

1.5.7 Personal Identification Verification Identification

Contractor employees needing to undergo a Personal Identification Verification Identification (PIV-ID) full background check shall be provided the appropriate background investigation forms. After the background investigation forms are completed, the contractor employee shall be required to appear in person before a Government PIV-ID Registrar to submit the background investigation forms, have personal identity verification documents verified, have fingerprints and photograph taken, and sign the PIV-ID Badge Request Form. The Contractor must make their personnel available at the time and place specified by the Government in order to initiate this process. The following forms shall be used to initiate the background investigation and PIV-ID process: OPM SF 85P, Questionnaire for Public Trust Positions; OF 306, Declaration for Federal

SECTION 01 00 00 Page 14

Employment; FD-258, Non-Federal Employee Fingerprint Form; Fair Credit Reporting Act Authorization Form; and PIV-ID Badge Request Form (paper or electronic). The cost for completing and submitting the above forms and the cost of the background investigation shall be borne by the Contractor.

Contractor employees are required to give, and to authorize others to give, full, frank, and truthful answers to relevant and material questions needed to reach a suitable determination. Refusal or failure to furnish or authorize provision of information may constitute grounds for denial or revocation of credentials. The Government will conduct a background investigation for any individual that will be issued a PIV-ID Badge. The level of background investigation for each contractor employee will be determined by the Government based on the risk and sensitivity levels.

Each employee in a position designated as higher than Low Risk Non-Sensitive shall be reinvestigated on a periodic basis. If the final adjudication is unfavorable on a contractor employee, remove the individual from the contract and access to the project site. Upon completion of a favorably-adjudicated background investigation, contractor employees will be issued a Government PIV-ID Badge. When the PIV-ID Badge is printed, each employee shall be required to appear in person before the PIV-ID Badge Issuer for identity verification, to sign the PIV-ID Badge Request Form, and receipt of the PIV-ID Badge.

1.5.8 Vehicle Access Requirements

All vehicles, including personal vehicles and delivery vehicles, are subject to search by the Reclamation security force. Contractors need to be aware that changing Homeland Security threat levels may require the introduction of random or continuous searching of vehicles entering the work site. All vehicles entering Critical Areas and temporary Critical Areas are subject to a thorough Reclamation security inspection that could last up to 15 minutes. Once a vehicle has entered a Critical Area and passed security inspection, it will be subject to Reclamation random daily inspection only, unless there is cause or concern for additional inspections, such as if the vehicle has left the site for an extended period. All contractor employees driving on government property are required to have in their possession a valid picture identification issued by the Department of Motor Vehicles.

1.5.8.1 Personal Vehicles

No personal vehicles are allowed on top of the dams and dikes (Security Zone 3). Personal vehicles allowed to remain on site must display a current registration certificate.

1.5.8.2 Contractor Vehicles

All construction equipment shall be pressure washed to remove all mud, soil, and plant/animal material before bringing the equipment on site to limit the introduction of noxious weeds. Any contractor trucks or construction equipment requiring access on top of the main dam or dikes require Government approval. Approval includes proof of a current registration certificate, which must be displayed on the vehicle at all times when on site.

The contractor is responsible for making sure that all construction equipment and delivery vehicles, including haul trucks, are free of all mud, soil and debris when leaving the site and entering the public highway. Required tracking control best management practices are provided in Section 01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL.

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1.5.8.3 Delivery Vehicles

Delivery vehicles need not be approved but are subject to search and/or inspection by the Reclamation security force. All delivery vehicles must wait at the designated site access point for an approved escort before proceeding.

1.6 GENERAL REQUIREMENTS RELATED TO OPERATION OF FOLSOM DAM

Conduct operations so as not to cause interference with normal operations and maintenance of the Folsom Dam Facility.

1.6.1 Reservoir Operations

Folsom Dam will remain in operation during the entire construction period.

Reservoir operations will not be adjusted to accommodate construction needs. No construction activity shall interfere with reservoir operation.

Notify the Contracting Officer if any construction activity will potentially interfere with operation of Folsom Dam.

1.7 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

Prior to completion of the contract, obtain and furnish to the Contracting Officer's representative written guarantees for all the equipment and/or appliances furnished under the contract. Furnish with each guarantee:

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

1.8 PRICING OF CONTRACTOR-FURNISHED PROPERTY

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

1.9 NOISE STANDARDS

The Contractor is responsible for providing adequate hearing protection as may be required for Contractor's personnel at the job site.

1.9.1 Exterior and Interior Noise Standards

Exterior and interior noise standards shall be as set forth in the Folsom Municipal Code, COF Muni Code , which is located on the city's website at https://www.folsom.ca.us/clerk/city_clerk/municipal_code.asp . Click on "Folsom Municipal Code" near the top of the page. In the left navigation pane, click "Title 8" and "Chapter 8.42" for "NOISE CONTROL." Noise level standards, as set forth in the following table, are measured at any affected single- or multiple-family residence, school, church, hospital or public library. The Government will strictly enforce these noise standards.

Exterior Noise Level Standards, dBA

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Noise Level Category Cumulative Number of Minutes in Any 1-hour Time Period dBA Daytime (7am to 10pm) dBA Nighttime (10pm to 7am)

1 30 50 45

2 15 55 50

3 5 60 55

4 1 65 60

5 0 70 65

Interior Noise Level Standards, dBA Noise Level Category Cumulative Number of

Minutes in Any 1-hour Time Period dBA Daytime (7am to 10pm) dBA Nighttime (10pm to 7am)

1 5 45 35

2 1 50 40

3 0 55 45

1.9.2 Noise Source Exemptions

Noise sources associated with construction, provided such activities do not take place before 7 a.m. or after 6 p.m. local time on any day except Saturday or Sunday, or before 8 a.m. or after 5 p.m. local time on Saturday or Sunday, are exempt from the above standards.

1.9.3 Noise Measurement Criteria

Noise measurements shall be made with a sound level meter using the A-weighted network (scale) at slow meter response. Fast meter response shall be used for impulsive type sounds. Calibration of the measurement equipment utilizing an acoustical calibrator shall be performed immediately prior to recording any noise data.

The exterior noise levels shall be measured within 50 feet of the affected residence, school, church, hospital or public library. Where practical, the microphone shall be positioned 3 to 5 feet above the ground and away from reflective surfaces. The interior noise levels shall be measured within the affected dwelling unit, at points at least 4 feet from the wall, ceiling or floor nearest the noise source, with windows in the normal seasonal configuration. The reported interior noise level shall be determined by taking the arithmetic average of the readings taken at the various microphone locations.

1.9.4 Variances

Pursue any variances directly with the City of Folsom Public Works Director/City Engineer.

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1.10 UTILITIES

Immediately notify the Contracting Officer in writing if utilities not shown on the plans and not visible as to the date of this contract are encountered within the construction limits of the entire project, and such utilities will interfere with construction operations, to enable a determination by the Contracting Officer as to the necessity for removal or relocation. If such utilities are removed or relocated as directed by the Contracting Officer, an equitable adjustment in the contract price must be made pursuant to the Contract Clause CHANGES to cover the cost of any additional pertinent work or delay.

It is anticipated that pole lines, signs, pipelines and private improvements that would interfere with or are to be replaced by new construction will be removed to new locations by the owners (or by the State of California or its agents) in advance of construction operations.

Notify the Contracting Officer at least 30 calendar days in advance of the date on which work will be started requiring the removal of such utilities or private improvements. Care must be taken to preserve and protect any such improvements from injury or damage during construction operations.

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

1.11 PLANNED UTILITY OUTAGES AND STREET CLOSURES

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

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

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

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

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

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent

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MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

STATE

CALIFORNIA

NOAA STATION

Sacramento Executive Airport

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

7 7 6 3 2 1 0 0 1 2 4 6

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, UAI 31.105-101 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE, submit CESPK FORM 450 for all necessary equipment to perform work requiring adjustment of contract price and must submit these forms with the modification proposals.

1.14 SPECIAL CONSTRUCTION PROCEDURES

1.14.1 Dust

Maintain all excavations, embankments, stockpiles, haul roads, waste areas, and all other work areas within or outside the project boundaries free from visible dust during construction periods and in a condition that would prevent local rules for air pollution from being violated and prevent dust from creating a hazard or nuisance to others at all time.

Dust control requirements in these specifications, including those detailed in Sections 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS and 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS, will be strictly enforced by the Government.

1.14.2 Portable Facilities

Toilet facilities are not available on site for contractors use. The contractor shall provide portable toilets for their personnel.

1.14.3 Borrow Material

Borrow material is not available on site. Contractor obtained borrow materials shall conform to project specifications.

Materials generated from mandatory project excavations may be re-used for toe road fill, provided they conform to the specification requirements for toe road fill (see Section 35 73 13 EMBANKMENT FOR EARTH DAMS). Excess materials from project excavations or materials not meeting project specifications shall be disposed of off-site, unless otherwise directed by the Contracting Officer.

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1.15 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 their 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.