04-1W7104 Pavement Repair_ Drainage_ MGS_ Mod Lighting Systems and TMS.pdf

Bids open Tuesday, August 4, 2026

Dated June 29, 2026 OSD

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

AND

SPECIAL PROVISIONS

FOR CONSTRUCTION ON STATE HIGHWAY IN ALAMEDA COUNTY IN

FREMONT FROM 0.3 MILE NORTH OF SCOTT CREEK ROAD

UNDERCROSSING TO 1.0 MILE SOUTH OF EAST WARREN AVENUE

UNDERCROSSING

In District 04 On Route 680

Under

Bid book dated June 29, 2026 Standard Specifications dated 2025

Project plans approved April 24, 2026 Standard Plans dated 2025

Identified by

Contract No. 04-1W7104

04-Ala-680-M0.4/M1.0

Project ID 0421000077

Federal-Aid Project

HSIM-6801(996)

SPECIAL NOTICES

See sections 2 and 3 for contractors' registration requirements.

The Department advises bidders that potential claim records must be submitted by the contractor using the Department's Internet potential claim system.

See section 2 for submittal requirements for DVBE quotes and Non–Small Business

Subcontractor Preference.

For work plan for local material from (1) a noncommercial source or (2) a source not regulated under California jurisdiction, see section 6-1.03B(2).

See section 7-1.02K(3) for the requirements for electronic submittal of certified payroll records using LCPtracker Pro.

The flagging and temporary traffic control requirements have been revised. See sections 7-

1.03, 7-1.04, and 12.

See sections 2-1.11 and 2-1.33B for in-use off-road diesel-fueled vehicle requirements regarding Certificate of Reported Compliance submittals.

See section 14-11.14 for changes to the management of treated wood waste.

See section 6-1.01 and 6-1.04 of these Special Provisions for the requirements of Buy

America/Build America for manufactured products.

See section 6-1.08 for the requirements for environmental product declarations for hot mix asphalt and concrete materials and products.

Contract No. 04-1W7104 i

TABLE OF CONTENTS

NOTICE TO BIDDERS

BID ITEM LIST

SPECIAL PROVISIONS

ORGANIZATION

DIVISION I GENERAL PROVISIONS

1 GENERAL

2 BIDDING

5 CONTROL OF WORK

6 CONTROL OF MATERIALS

7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

8 PROSECUTION AND PROGRESS

9 PAYMENT

DIVISION II GENERAL CONSTRUCTION

11 WELDING

12 TEMPORARY TRAFFIC CONTROL

14 ENVIRONMENTAL STEWARDSHIP

DIVISION III EARTHWORK AND LANDSCAPE

17 GENERAL

20 LANDSCAPE

21 EROSION CONTROL

DIVISION V SURFACINGS AND PAVEMENTS

36 GENERAL

37 SEAL COATS

39 ASPHALT CONCRETE

DIVISION VI STRUCTURES

51 CONCRETE STRUCTURES

60 EXISTING STRUCTURES

DIVISION IX TRAFFIC CONTROL DEVICES

83 RAILINGS AND BARRIERS

84 MARKINGS

DIVISION X ELECTRICAL WORK

86 GENERAL

87 ELECTRICAL SYSTEMS

ii

STANDARD PLANS LIST

The standard plan sheets applicable to this Contract include those listed below. The applicable revised standard plans (RSPs) listed below are included in the project plans.

RSP A3A Abbreviations (Sheet 1 of 3)

RSP A3B Abbreviations (Sheet 2 of 3)

RSP A3C Abbreviations (Sheet 3 of 3)

A10A Legend - Lines and Symbols (Sheet 1 of 5)

A10B Legend - Lines and Symbols (Sheet 2 of 5)

A10C Legend - Lines and Symbols (Sheet 3 of 5)

A10D Legend - Lines and Symbols (Sheet 4 of 5)

A10E Legend - Lines and Symbols (Sheet 5 of 5)

A10F Legend - Soil (Sheet 1 of 2)

A10G Legend - Soil (Sheet 2 of 2)

A10H Legend - Rock

A20A Pavement Markers and Traffic Lines - Typical Details

A20B Pavement Markers and Traffic Lines - Typical Details

A20C Pavement Markers and Traffic Lines - Typical Details

A20E Traffic Lines - Typical Details for Contrast Striping

A20F Pavement Markers and Traffic Lines - Typical Details

A73A Object Markers

A73B Markers

A73C Delineators, Channelizers and Barricades

A77L1 Midwest Guardrail System - Standard Railing Section (Wood Post with Wood Block)

A77L2 Midwest Guardrail System - Standard Railing Section (Steel Post with Notched Wood or Notched Recycled Plastic Block)

A77M1 Midwest Guardrail System - Standard Hardware

A77N1 Midwest Guardrail System - Wood Post and Wood Block Details

A77N2 Midwest Guardrail System - Steel Post and Block Details

A77N3 Midwest Guardrail System - Typical Line Post Embedment and Hinge Point Offset Details

A77N4 Midwest Guardrail System - Typical Height Measurement, Dike Positioning, and Delineation Details

A77N5 Minor Concrete Vegetation Control - Guardrail System

A77N5A Minor Concrete Vegetation Control - Guardrail System - Narrow Vegetation Control Installation

A77N6 Minor Concrete Vegetation Control - Guardrail System for Terminal System End Treatments

A77N7 Minor Concrete Vegetation Control - Guardrail System at Structure Approach iii

A77N11 Minor Concrete Vegetation Control - Guardrail System - Miscellaneous Details

RSP A77Q1 Midwest Guardrail System - Typical Layouts for Structure Approach

A77Q2 Midwest Guardrail System - Typical Layouts for Structure Approach and Between Structures

A77Q5 Midwest Guardrail System - Typical Layouts for Structure Departure

RSP A77S1 Midwest Guardrail System - End Anchor Assembly (Type SFT - M)

A77T1 Metal Railing End Anchor Assembly (Type CA)

RSP A79A1 Transition Railing (Type AGT)

A79A2 Transition Railing (Type AGT) To Thrie Beam Barrier (Type M)

A79A3 Transition Railing (Type AGT) Details

A79B1 Transition Railing (Type AGT) to Bridge Railings without Sidewalks

A87B Hot Mix Asphalt Dikes

D72B CIP Drainage Inlets - Types G1, G2, G3, G4, G5 and G6

D72C CIP Drainage Inlets - Types G1, G2, G3, G4, G5 and G6

D72F CIP Drainage Inlet Notes

D72G CIP Drainage Inlet Tables

D73B Precast Drainage Inlets - Types G1, G2, G3, G4, G5 and G6

D73C Precast Drainage Inlets - Types G1, G2, G3, G4, G5 and G6

D73F Precast Drainage Inlet Notes

D73G Precast Drainage Inlet Tables

D74 Drainage Inlet Details

D77A Grate Details No. 1

D77B Grate Details No. 2

D78A Gutter Depressions

D78B Inlet Depressions - Concrete Shoulders

D78C Inlet Depressions - Hot Mix Asphalt Shoulders

H1 Landscape and Erosion Control Symbols

H6 Landscape Details

RSP H8 Landscape Details

H9 Landscape Details

H51 Erosion Control Details - Fiber Roll and Compost Sock

T1A Temporary Crash Cushion - Sand Filled (Unidirectional)

T1A1 Temporary Crash Cushion - Sand Filled (Unidirectional)

T1B Temporary Crash Cushion - Sand Filled (Bidirectional)

T2 Temporary Crash Cushion - Sand Filled (Shoulder Installations) iv

T3C Temporary Barrier System (Cross Bolt)

T3D Temporary Barrier System (Cross Bolt)

T3E Temporary Barrier System (Cross Bolt)

T3F Temporary Barrier System (Cal F-23)

T3F2 Temporary Barrier System (Cal F-23)

T3G Temporary Barrier System (Staking or Anchoring)

T3G2 Temporary Barrier System (Staking or Anchoring)

T51 Temporary Water Pollution Control Details (Temporary Silt Fence)

T56 Temporary Water Pollution Control Details (Temporary Fiber Roll)

T58 Temporary Water Pollution Control Details (Temporary Construction Entrance)

T59 Temporary Water Pollution Control Details (Temporary Concrete Washout Facility)

T61 Temporary Water Pollution Control Details (Temporary Drainage Inlet Protection)

T62 Temporary Water Pollution Control Details (Temporary Drainage Inlet Protection)

T63 Temporary Water Pollution Control Details (Temporary Drainage Inlet Protection)

T64 Temporary Water Pollution Control Details (Temporary Drainage Inlet Protection)

T65 Temporary Water Pollution Control Details (Temporary High-Visibility Fence)

B6-21 Joint Seals (Maximum Movement Range = 2")

B9-2 Structure Approach - Type R (30)

B11-79 Concrete Barrier Type 836 Details No. 1

RSP B11-80 Concrete Barrier Type 836 Details No. 2

B11-220 California Bridge Rail ST-75, ST-75SW, ST-76, and ST-76SW Post and Rail Details

RS1 Roadside Signs - Typical Installation Details No. 1

RS2 Roadside Signs - Wood Post - Typical Installation Details No. 2

RS4 Roadside Signs - Typical Installation Details No. 4

ES-1A Electrical Systems (Legend)

ES-1B Electrical Systems (Legend)

ES-1C Electrical Systems (Legend)

ES-5A Electrical Systems (Loop Detectors)

ES-5B Electrical Systems (Detectors)

ES-5D Electrical Systems (Curb and Shoulder Termination, Trench, and Handhole Details)

ES-6E Electrical Systems (Lighting Standard, Types 30 and 31)

ES-8B Electrical Systems (Traffic Pull Box)

ES-13A Electrical Systems (Splice Insulation Methods Details) v

CANCELED STANDARD PLANS LIST

The 2025 standard plan sheets listed below are canceled and not applicable to this contract.

Plan No.

Date

Canceled Plan No.

Date Canceled

Plan No.

Date

Canceled

P8 04-20-26

NOTICE TO BIDDERS

Bids open Tuesday, August 4, 2026

Dated June 29, 2026

General work description: Pavement repair, drainage, MGS, Mod lighting systems and TMS.

The Department will receive electronically sealed bids for the following work: CONSTRUCTION ON

STATE HIGHWAY IN ALAMEDA COUNTY IN FREMONT FROM 0.3 MILE NORTH OF SCOTT CREEK

ROAD UNDERCROSSING TO 1.0 MILE SOUTH OF EAST WARREN AVENUE UNDERCROSSING.

District-County-Route-Post Mile: 04-Ala-680-M0.4/M1.0

Contract No. 04-1W7104

The Contractor must have either a Class A license or any combination of the following Class C licenses which constitutes a majority of the work: C-12, C-8, C-32.

Federal-aid project no.:

HSIM-6801(996)

For the Federal training program, the number of trainees or apprentices is 7.

Bids must be on a unit price basis.

Complete the work within 110 working days.

The estimated cost of the project is $3,630,000.

The Department will receive bids until 2:00 p.m. on the bid open date via Bid Express website. Bids received after this time will not be accepted. For more information refer to the Electronic Bidding Guide at the Office Engineer's website.

The Department will open and publicly read the bids through webcast/teleconference services immediately after the specified closing time.

For bid results go to:

https://ppmoe.dot.ca.gov/cc

Select Electronic Bidding under the Bidding tab.

District office addresses are provided in the Standard Specifications.

Present bidders' inquiries to the Department and view the Department's responses at:

https://ppmoe.dot.ca.gov/cc?id=cc_bidinquiries

Questions about alleged patent ambiguity of the plans, specifications, or estimate must be asked before bid opening. After bid opening, the Department does not consider these questions as bid protests.

Submit your bid with bidder's security equal to at least 10 percent of the bid.

Prevailing wages are required on this Contract. The Director of the California Department of Industrial Relations determines the general prevailing wage rates. Obtain the wage rates at the DIR website, http://www.dir.ca.gov, or from the Department's Labor Compliance Office of the district in which the work is located.

The federal minimum wage rates for this Contract as determined by the United States Secretary of Labor are available at https://sam.gov/content/home.

If the minimum wage rates as determined by the United States Secretary of Labor differs from the general prevailing wage rates determined by the Director of the California Department of Industrial Relations for similar classifications of labor, the Contractor and subcontractors must not pay less than the higher wage rate. The Department does not accept lower State wage rates not specifically included in the federal minimum wage determinations. This includes helper, or other classifications based on hours of experience, or any other classification not appearing in the federal wage determinations. Where federal wage determinations do not contain the State wage rate determination otherwise available for use by the Contractor and subcontractors, the Contractor and subcontractors must not pay less than the federal minimum wage rate that most closely approximates the duties of the employees in question.

The Department has made available Notices of Suspension and Proposed Debarment from the Federal Highway Administration. For a copy of the notices, go to https://www.dir.ca.gov/dlse/debar.html.

Additional information is provided in the Excluded Parties List System at https://sam.gov/content/home.

Caltrans and the Construction Industry are committed to making partnering the way we do business. For more information, go to https://dot.ca.gov/programs/construction/partnering.

Department of Transportation

BID ITEM LIST

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0001 070030 LEAD COMPLIANCE PLAN LS LUMP SUM

0002 090100 TIME-RELATED OVERHEAD (WDAY) WDAY 110

0003 090200 DISPUTE RESOLUTION ADVISOR ON-SITE

MEETING

EA 4

0004 090207 HOURLY OFF-SITE DISPUTE-RESOLUTION-

ADVISOR-RELATED TASKS

HR 10

0005 120090 CONSTRUCTION AREA SIGNS LS LUMP SUM

0006 120100 TRAFFIC CONTROL SYSTEM LS LUMP SUM

0007 120159 TEMPORARY TRAFFIC STRIPE (PAINT) LF 7,890

0008 120165 CHANNELIZER (SURFACE MOUNTED) EA 55

0009 120207 PORTABLE RADAR SPEED FEEDBACK SIGN

SYSTEM

DAY 100

0010 120300 TEMPORARY PAVEMENT MARKER EA 250

0011 120320 TEMPORARY BARRIER SYSTEM LF 4,470

0012 128651 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 1

0013 129108 TEMPORARY CRASH CUSHION TL-3 EA 5

0014 130100 JOB SITE MANAGEMENT LS LUMP SUM

0015 130201 WATER POLLUTION CONTROL PROGRAM LS LUMP SUM

0016 130620 TEMPORARY DRAINAGE INLET PROTECTION EA 8

0017 130640 TEMPORARY FIBER ROLL LF 660

0018 130680 TEMPORARY SILT FENCE LF 290

0019 130710 TEMPORARY CONSTRUCTION ENTRANCE EA 1

0020 130730 STREET SWEEPING LS LUMP SUM

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0021 130900 TEMPORARY CONCRETE WASHOUT LS LUMP SUM

0022 141101 REMOVE YELLOW PAINTED TRAFFIC STRIPE

(HAZARDOUS WASTE)

LF 1,390

0023 141120 TREATED WOOD WASTE LB 7,730

0024 160110 TEMPORARY HIGH-VISIBILITY FENCE LF 530

0025 170103 CLEARING AND GRUBBING (LS) LS LUMP SUM

0026 193030 (F) - PERVIOUS BACKFILL MATERIAL CY 45

0027 206400 CHECK AND TEST EXISTING IRRIGATION

FACILITIES

LS LUMP SUM

0028 206560 CONTROL AND NEUTRAL CONDUCTORS LS LUMP SUM

0029 206562 1" REMOTE CONTROL VALVE EA 2

0030 206631 1" WYE STRAINER ASSEMBLY EA 1

0031 208588 3" GATE VALVE EA 1

0032 208598 (F) - 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY

LINE)

LF 2,206

0033 208649 QUICK COUPLING VALVE EA 1

0034 208686 2" BALL VALVE EA 1

0035 210010 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2

0036 210300 HYDROMULCH SQFT 19,200

0037 210350 FIBER ROLLS LF 3,330

0038 360200 BASE BOND BREAKER SQYD 490

0039 037164 HIGH FRICTION SURFACE TREATMENT SQYD 8,390

0040 390132 HOT MIX ASPHALT (TYPE A) TON 990

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0041 393006 GEOSYNTHETIC PAVEMENT INTERLAYER

(PAVING GRID)

SQYD 8,460

0042 394074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 310

0043 394077 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2,190

0044 397005 TACK COAT TON 4.3

0045 398100 REMOVE ASPHALT CONCRETE DIKE LF 2,490

0046 398200 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8,460

0047 420203 GRIND EXISTING BRIDGE DECK SQYD 230

0048 510094 (F) - STRUCTURAL CONCRETE, DRAINAGE

INLET

CY 32

0049 510501 (F) - MINOR CONCRETE CY 154

0050 511106 DRILL AND BOND DOWEL LF 25

0051 511118 CLEAN EXPANSION JOINT LF 144

0052 046493 BONDED JOINT SEAL (MR 1 1/2") LF 144

0053 600001 PUBLIC SAFETY PLAN LS LUMP SUM

0054 600011 RAPID SETTING CONCRETE (PATCH) CF 79

0055 600033 REMOVE UNSOUND CONCRETE CF 79

0056 600037 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 19,200

0057 600041 FURNISH POLYESTER CONCRETE OVERLAY CF 1,920

0058 600043 (F) - PLACE POLYESTER CONCRETE OVERLAY SQFT 19,200

0059 600200 PAINT BRIDGE IDENTIFICATION EA 1

0060 610108 18" ALTERNATIVE PIPE CULVERT LF 970

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0061 709522 INLET DEPRESSION EA 1

0062 710132 REMOVE CULVERT (LF) LF 12

0063 750001 (F) - MISCELLANEOUS IRON AND STEEL LB 3,586

0064 810120 REMOVE PAVEMENT MARKER EA 290

0065 810190 GUARD RAILING DELINEATOR EA 110

0066 810230 PAVEMENT MARKER (RETROREFLECTIVE) EA 300

0067 820134 OBJECT MARKER (TYPE P) EA 2

0068 820151 OBJECT MARKER (TYPE L-1) EA 2

0069 832006 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 160

0070 832018 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 2,210

0071 832070 VEGETATION CONTROL (MINOR CONCRETE) SQYD 1,040

0072 839544 TRANSITION RAILING (TYPE AGT) EA 2

0073 839576 END CAP (TYPE A) EA 1

0074 839580 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1

0075 015299 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 2

0076 839745 (F) - CONCRETE BARRIER TRANSITION LF 52

0077 839752 REMOVE GUARDRAIL LF 320

0078 839774 REMOVE CONCRETE BARRIER LF 16

0079 846007 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 2,200

0080 846030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 8,270

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0081 037283 8" TRAFFIC STRIPE TAPE (WARRANTY)

(BROKEN 12-3)

LF 920

0082 847077 8" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY) (BROKEN 12-3)

LF 280

0083 847211 6" TRAFFIC STRIPE TAPE (WARRANTY)

(BROKEN 18-12)

LF 2,550

0084 847216 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 2,160

0085 847218 6" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY)

LF 600

0086 847219 6" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY) (BROKEN 18-12)

LF 460

0087 847224 8" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY)

LF 450

0088 870009 MAINTAINING EXISTING TRAFFIC MANAGEMENT

SYSTEM ELEMENTS DURING CONSTRUCTION

LS LUMP SUM

0089 872131 MODIFYING LIGHTING SYSTEMS LS LUMP SUM

0090 872135 MODIFYING TRAFFIC MONITORING STATIONS LS LUMP SUM

0091 999990 MOBILIZATION LS LUMP SUM

SPECIAL PROVISIONS

ORGANIZATION

Special provisions are under headings that correspond with the main-section headings of the Standard Specifications. A main-section heading is a heading shown in the table of contents of the Standard Specifications.

Each special provision begins with a revision clause that describes or introduces a revision to the Standard Specifications.

Any paragraph added or deleted by a revision clause does not change the paragraph numbering of the Standard Specifications for any other reference to a paragraph of the Standard Specifications.

DIVISION I GENERAL PROVISIONS

1 GENERAL

Add to section 1-1.01:

Bid Items and Applicable Sections

Item code

Item description Applicable section

090200 DISPUTE RESOLUTION ADVISOR ON-SITE MEETING 5

090207 HOURLY OFF-SITE DISPUTE-RESOLUTION-ADVISOR-RELATED

TASKS

037164 HIGH FRICTION SURFACE TREATMENT 37

046493 BONDED JOINT SEAL (MR 1 1/2") 51

015299 ALTERNATIVE IN-LINE TERMINAL TL-3 83

037283 8" TRAFFIC STRIPE TAPE (WARRANTY) (BROKEN 12-3) 84

2 BIDDING

Add between the 1st and 2nd paragraphs of section 2-1.06B:

The Department makes the following supplemental project information available:

Supplemental Project Information

Means Description Included in the Information Handout 1. Existing Traffic Management System (TMS) Elements

& Their Operational Status

2. Warranty Bond form (TOTE-1)

3. Manufacturer Installation Manual for Alternative IN-

LINE TERMINAL SYSTEM TL-3

Available as specified in the Standard Specifications

Bridge As-Built Drawings

Delete section 2-1.20.

Delete section 2-1.33B(2)(b).

5 CONTROL OF WORK

Replace the 2nd and 3rd paragraphs of section 5-1.09A with:

Professionally facilitated project partnering is required.

Delete section 5-1.13B.

Replace section 5-1.13E with:

5-1.13E Prompt Payment

Section 5-1.13E applies to all contracts.

Pay your subcontractors within 7 days of receipt of each progress payment under Pub Cont Code §§ 10262 and 10262.5. Pay duly authorized motor carriers of property in dump trucks for transportation charges under Bus & Prof Code § 7108.6. Pay other entities, such as material suppliers, within 30 days of receipt of each progress payment.

Each month, after the 15th and prior to 20th, submit the following payment information through the Department’s prompt payment monitoring system at https://caltrans.dbesystem.com:

1. Subcontractor’s or entity’s business name

2. Description of work performed

2.1. Bid item numbers or change order numbers

2.2. Written narrative of work performed

3. Value of work performed

4. Amount paid to subcontractor or entity

5. Withhold amount, if applicable

6. Explanation of withhold reasoning, if applicable

Your subcontractors and other entities may validate payments received using the prompt payment monitoring system.

If a subcontractor’s or other entity’s work is in dispute, provide a written withhold notification to the subcontractor or entity and the Engineer no later than 7 days after receipt of the corresponding progress payment that includes the following:

1. Value of the disputed work

2. Amount of the withhold being taken

3. Bid item numbers or change order numbers associated with the disputed work

4. Explanation of the deficiencies of the disputed work and how the corresponding value was calculated

5. Corrective actions to be taken for release of withheld amount

The Department may request additional documentation from you to evaluate whether you applied the withhold in good faith. Submit requested documents within 10 days of receipt of request.

The Department may withhold the same amount of your withhold from a future progress pay estimate if the Department determines any of the following has occurred:

1. Withhold was not applied in good faith

2. Requested additional withhold documentation records were not provided

3. Payment information was not submitted through the prompt payment monitoring system

4. Required withhold notification was not provided

The Department may also apply a 2 percent penalty on the withhold amount for every month payment is not made.

Add to the end of section 5-1.20A:

During the progress of the work under this Contract, work under the following contracts may be in progress at or near the job site of this Contract:

Coincident or Adjacent Contracts

Contract no. County–Route–Post Mile Location Type of work 04-4G1134 ALA-680-0.0/21.9 In and near Fremont, Pleasanton, and Dublin, from 0.3 mile south of Scott Creek Road to 0.3 mile north of Alcosta Boulevard

Widen ramps, install ramp metering, and install TOS elements (Phase 2A)

04-3G6034 ALA-680-0.0/4.0 In Fremont, from south of Scott Creek to Auto Mall Parkway

Rehabilitate roadway and install ramp metering/TOS elements

04-4G0554 ALA-680-0.0/4.0 South of Auto Mall Parkway to North of SR 84 (Vallecitos Road)

Landscaping

04-2Q7604 ALA-680-0.737/0.832 In Fremont on Route 680 at off-ramp to Scott Creek Road and on Route 238 at Mission Ridge Court

Upgrade Facilities to ADA Standards

04-3W5204 ALA-680-1.96/16.75 In Alameda county at various locations

Place polyester concrete overlay

04-0Q1104 SCL-680-0.0/9.9 In Alameda and Santa Clara counties in Fremont and Milpitas from Jacklin Road UC to Scott Creek Road

UC

CAPM

04-153204 SCL-680-0.0/9.4 In Alameda and Santa Clara counties in Milpitas and San Jose from Rte 280-680/101 separation to Scott Creek Road OC

FPI

04-4W6204 SCL-680-0.153/9.765 Various locations on Rte 680 in Santa Clara county, from Rte 101 interchange in SJ city to Scott Creek Road

Proactive Safety

04-2X7004 SCL-680-8.5/9.935 From 680 and 101 Interchange to Alameda County line

0.15' Cold Plane and

RHMA-G

Coordinate lane closures and traffic handling with the Engineer and with contractors of coincident or adjacent projects. Potential conflicts may not be limited to the contracts listed above.

Add between the 6th and 7th paragraph of section 5-1.43E(1)(a):

DRA and DRB meetings may be held either virtually or on-site at the job location upon mutual agreement by the Contractor, the Department, and the DRA or DRB.

DRA and DRB meetings include:

1. Initial project meeting

2. Progress meetings

3. Dispute meetings

On-site meetings are held at a physical location and include on-site time, travel time, transportation, lodging, and incidentals for each day or portion thereof.

Virtual meeting includes virtual meeting time, equipment, and incidentals for each hour or portion thereof, either all or part of the DRA and DRB members, with the following requirements:

1. Obtain authorization for virtual meeting 14 days before the meeting

2. Use of Webex, Zoom or MS Teams virtual platforms

Obtain authorization for DRA or DRB members before spending any time on DRA- or DRB- related tasks.

Hourly off-site DRA and DRB related tasks include reviewing the plans, specifications, evaluating positions, preparing recommendations, completing forms, or performing any other off-site DRA- or DRB-related tasks.

Replace section 5-1.43E(1)(i) with:

5-1.43E(1)(i) Payment

Pay the DRA or each DRB member for meeting participation as follows:

1. $250 per hour for agreed hourly off-site DRA- or DRB-related tasks

2. For attending a virtual off-site meeting with a limit of $1,000 per meeting at hourly off-site DRA-or

DRB-related tasks rate

3. $2,500 per day for each on-site meeting

Department does not pay for (1) DRA- or DRB-work performed after Contract acceptance or (2) cost of preparing for or attending ADR meetings.

The Department pays:

1. $250 per hour for agreed off-site DRA- or DRB-related tasks

2. For each DRA or DRB member attending a virtual off-site meeting with a limit of $1,000 per meeting at hourly off-site DRA-or DRB-related tasks rate

3. $2,500 per DRA on-site meeting

4. Up to $7,500 per DRB on-site meeting

Payment is full compensation for each meeting and off-site DRA- or DRB-related tasks.

The Department does not adjust the unit price for an increase or decrease in the quantity of:

1. DRA on site meeting

2. DRB on site meeting

3. Hourly off-site DRA- or DRB-related task

Within 60 days of receipt of Department's payment, submit copies of associated invoices and supporting documents in the form of a canceled check or bank statement for DRA- or DRB-payment verification.

6 CONTROL OF MATERIALS

Add to end of section 6-1.01:

If you fail to submit the form for materials subject to Buy America, the Department may:

1. Withhold from the next progress payment

2. Reject your request for a De Minimis Costs waiver for non-compliant construction materials or manufactured products

Replace section 6-1.03B with:

6-1.03B Submittals

6-1.03B(1) General

Not Used

6-1.03B(2) Work Plan

For local material, such as rock, gravel, earth, structure backfill, pervious backfill, imported borrow, and culvert bedding, obtained from a (1) noncommercial source, or (2) source not regulated under California jurisdiction, submit a local material plan for each material at least 60 days before placing the material. The local material plan must include:

1. Certification signed by you and an engineer who is registered as a civil engineer in the State or a professional geologist licensed as a professional geologist by the State stating:

I am aware local material from a noncommercial source or a source not regulated under CA jurisdiction must be sampled and analyzed for pH and lead and may require sampling and analysis under section 6-1.03B(3) for other constituents of concern based on the land use history. I am aware that local material sources must not contain ADL at concentrations greater than 80 mg/kg total lead or equal to or greater than 5 mg/L soluble lead as determined by the Waste Extraction Test (WET) Procedures, 22 CA Code of Regs § 66261.24(a)(2) App II. I am aware that a maximum quantity of material may be excavated at the site based on the minimum number of samples taken before excavating at the site under section 6-1.03B(3).

2. Land use history of the local material location and surrounding property

3. Sampling protocol

4. Number of samples per volume of local material

5. QA and QC requirements and procedures

6. Qualifications of sampling personnel

7. Stockpile history

8. Name and address of the analytical laboratory that will perform the chemical analyses

9. Analyses that will be performed for lead and pH

10. Other analyses that will be performed for possible hazardous constituents based on:

10.1. Source property history

10.2. Land use adjacent to source property

10.3. Constituents of concern in the ground water basin where the job site is located

The plan must be sealed and signed by an engineer who is registered as a civil engineer in the State or a professional geologist licensed as a professional geologist by the State.

If the plan requires revisions, the Engineer provides comments. Submit a revised plan within 7 days of receiving comments. Allow 7 days for the review.

6-1.03B(3) Analytical Test Results

At least 15 days before placing local material, submit analytical test results for each local material obtained from a noncommercial source or a source not regulated under CA jurisdiction. The analytical test results must include:

1. Certification signed by an engineer who is registered as a civil engineer in the State or a professional geologist licensed as a professional geologist by the State stating:

The analytical testing described in the local material plan has been performed. I performed a statistical analysis of the test results of the analytical testing described in the local material plan using the US EPA's ProUCL software with the applicable 95 percent upper confidence limit. I certify that the material from the local material source is suitable for unrestricted use at the job site and the material has met the following criteria:

1. Has a pH above 5.0.

2. Does not contain soluble lead in concentrations equal to or greater than 5 mg/L as determined by the Waste Extraction Test (WET) Procedures, 22 CA Code of Regs § 66261.24(a)(2) App II.

3. Does not contain lead in concentrations above 80 mg/kg total lead.

4. Is not contaminated with the other constituents of concern identified in the local material plan in average concentration (95 percent upper confidence limit) in excess of these constituents' respective San Francisco Bay RWQCB commercial/industrial environmental screening levels ESLs, except for arsenic.

5. Does not exceed the maximum allowed concentration limit table listed in Section 6- 1.03B(4).

2. Chain of custody of samples.

3. Analytical results no older than 1 year.

4. Statistical analysis of the data using US EPA’s ProUCL software with a 95 percent upper confidence limit.

5. Comparison of sample results and 95 percent upper confidence limits to hazardous waste concentration thresholds and the applicable San Francisco Bay RWQCB environmental screening levels (ESLs) given in direct exposure human health risk levels (Table S-1), commercial/industrial:

Shallow soil exposure, under Summary of Soil ESLs tables (2019 Rev 2). The Summary of Soil ESLs tables (2019 Rev 2) can be obtained by sending an email to ESLs.ESLs@waterboards.ca.gov with "Request for ESL Documents" in the subject line.

6-1.03B(4) Sample and Analysis

Sample and analyze local material from a (1) noncommercial source or (2) a source not regulated under CA jurisdiction:

1. Before bringing the local material to the job site

2. As described in the local material plan

3. Under US EPA Test Methods for Evaluating Solid Waste, Physical/Chemical Methods (SW-846)

The sample collection must be designed to generate a data set representative of the entire volume of proposed local material.

Before excavating at (1) a noncommercial material source or (2) a source not regulated under CA jurisdiction, collect the minimum number of samples, and perform the minimum number of analytical tests for the corresponding maximum volume of local material as shown in the following table:

Minimum Number of Samples and Analytical Tests for Local Material

Maximum volume of imported borrow (cu yd)

Minimum number of samples and analytical tests

< 5,000 8

5,000–10,000 12 for the first 5,000 cu yd plus 1 for each additional 1,000 cu yd or portion thereof

10,000–20,000 17 for the first 10,000 cu yd plus 1 for each additional 2,500 cu yd or portion thereof

20,000-40,000 21 for the first 20,000 cu yd plus 1 for each additional 5,000 cu yd or portion thereof

40,000–80,000 25 for the first 40,000 cu yd plus 1 for each additional 10,000 cu yd or portion thereof

> 80,000 29 for the first 80,000 cu yd plus 1 for each additional 20,000 cu yd or portion thereof

Do not collect composite samples or mix individual samples to form a composite sample.

Statistically analyze the samples’ laboratory results using the US EPA's ProUCL software to define 95 percent upper confidence limit for the various contaminants of concern. All chemical analysis must be performed by a laboratory certified by the SWRCB's Environmental Laboratory Accreditation Program

(ELAP).

The analytical test results must demonstrate that the local material:

1. Is not a hazardous waste

2. Has a pH above 5.0

3. Has an average total lead concentration, based upon the 95 percent upper confidence limit, at or below 80 mg/kg

4. Is not contaminated with local material plan-identified constituents of concern at average concentrations (95 percent upper confidence limits) in excess of their respective commercial/industrial San Francisco Bay RWQCB environmental screening levels ESLs, except for arsenic.

5. Does not contain any of the following compounds, chemicals, or elements at an estimated average concentration (95 percent upper confidence limit) above the maximum allowed concentration defined in the following table:

Compound/Chemical Maximum allowed concentration (mg/kg)

Arsenic 11 Barium 1500 Benzene 1 Beryllium 10 Cadmium 10 Chromium (total) 1000 Cobalt 100 Diesel 150 Ethylbenzene 10 Gasoline 500 Mercury 10 Motor oil 500 Nickel 150 Selenium 10 Toluene 10 Trichloroethene 1 Vanadium 200 Xylenes 10 Zinc 600

6-1.03C Local Material Management

Do not place local material until authorized.

If the Engineer determines the appearance, odor, or texture of any delivered local material suggests possible contamination, sample and analyze the material. The sampling and analysis is change order work unless (1) hazardous waste is discovered or (2) the analytical test results indicate the material does not comply with section 6-1.03B(3).

Dispose of noncompliant local material at an appropriately permitted CA Class I, CA Class II or CA Class III facility. You are the generator of noncompliant local materials.

Replace section 6-1.04 with:

6-1.04 BUY AMERICA

6-1.04A General

Buy America requirements do not apply to the following:

1. Tools and construction equipment used in performing the work.

2. Temporary work that is not incorporated into the finished project.

An article, material, or supply to be permanently incorporated in the project should only be classified into one of the following categories:

1. Iron or steel products

2. Manufactured products

3. Construction materials

4. Excluded materials

Excluded materials means cement and cementitious materials; aggregates such as stone, sand, or gravel; or aggregate binding agents or additives.

6-1.04B Crumb Rubber (Pub Res Code § 42703(d))

Furnish crumb rubber with a certificate of compliance. Crumb rubber must be:

1. Produced in the United States

2. Derived from waste tires taken from vehicles owned and operated in the United States

6-1.04C Iron or Steel Products

Iron or steel products must be melted and manufactured in the United States except:

1. Foreign pig iron and processed, pelletized, and reduced iron ore may be used in the domestic production of the steel and iron materials

2. If the total combined cost of the materials produced outside the United States does not exceed the greater of 0.1 percent of the total bid or $2,500, the material may be used if authorized

Furnish iron or steel products to be incorporated into the work with certificates of compliance and certified mill test reports. Mill test reports must indicate where the steel and iron were melted and manufactured.

All melting and manufacturing processes for these materials, including an application of a coating, must occur in the United States. Coating includes all processes that protect or enhance the value of the material to which the coating is applied.

6-1.04D Manufactured Products

Manufactured products mean articles, materials, or supplies that have been:

1. Processed into a specific form and shape; or

2. Combined with other articles, materials, or supplies to create a product with different properties than the individual articles, materials, or supplies

Per 23 CFR 635.410, these products must be manufactured in the United States.

Manufacturer, in the case of manufactured products, means the entity that performs the final manufacturing process by bringing individual elements together that produces a manufactured product.

If an item is classified as an iron or steel product, a construction material, or an excluded material under the definitions set forth under this Buy America section, then it is not a manufactured product. However, an article, material, or supply classified as a manufactured product under this Buy America section may include components that are construction materials, iron or steel products, or excluded materials.

Iron or steel used in precast concrete manufactured products or enclosures for Intelligent Transportation Systems (ITS) must meet the requirements of section 6-1.04C regardless of the amount used.

Iron or steel used in other manufactured products must meet the requirements of section 6-1.04C if the cost of steel and iron components is 50 percent or more of the total cost of the manufactured product.

Furnish manufactured products to be incorporated into the work with certificates of compliance with each project delivery. The manufacturer's certificate of compliance must identify where the manufacturing occurred and attest specifically to compliance with the 23 CFR 635.410 standard.

6-1.04E Construction Materials

The following construction materials must be produced in the United States under standards in 2 CFR 184.6:

1. Non-ferrous metals

2. Plastic and polymer-based products such as:

2.1. Polyvinylchloride

2.2. Composite building materials

3. Glass

4. Fiber optic cable including drop cable

5. Optical fiber

6. Lumber

7. Engineered wood

8. Drywall

All manufacturing processes for these materials as defined in 2 CFR 184.6 must occur in the United States.

Furnish construction materials to be incorporated into the work with certificates of compliance with each project delivery. Manufacturer’s certificate of compliance must identify where the construction material was manufactured and attest specifically to compliance with the 2 CFR 184.6 standard.

Minor additions of articles, materials, supplies, or binding agents to these construction materials do not change the categorization of the construction material.

6-1.04F Buy America Waiver for the De Minimis Costs for Manufactured Products and Construction Materials

A De Minimis Costs waiver can waive the application of FHWA's Buy America requirements for manufactured products and construction materials under a single project when the total cost of non-compliant manufactured products and construction materials is no more than the lesser of $1,000,000 or 5 percent of the total applicable costs for the project.

The percentage threshold is calculated based on the following formula:

X = NC / TA

where:

X = percent threshold NC = total cost of non-compliant construction materials and manufactured products TA = total applicable project costs (steel, iron, construction materials and manufactured products;

does not include excluded materials)

This threshold is based on the actual cost of the steel, iron, construction materials, and manufactured products, not the anticipated cost of those materials. The contractor must account for compliant and non-compliant Department-Furnished Materials for the project in the De Minimis Costs Waiver Worksheet calculation if provided by the Department as supplemental project information.

See further instructions for the De Minimis Costs waiver request in the Notice of Materials to be Used form.

Add to section 6-1:

6-1.08 ENVIRONMENTAL PRODUCT DECLARATIONS FOR HOT MIX ASPHALT AND CONCRETE

Section 6-1.08 includes specifications for environmental product declarations for hot mix asphalt and concrete materials and products.

See section 6-1.06B for definitions.

For projects with bid opening dates after February 1, 2025, with a total bid over $1 million and 175 or more original working days, materials or products specified in the following table require facility-specific, product stage, environmental product declarations as informational submittals:

Material or product Material specifications

Hot mix asphalta Section 39-2, "Hot Mix Asphalt" Excludes RHMA, OGFC, and BWC materials.

Concreteb Section 28-2, "Lean Concrete Bases," Section 28-3, "Rapid Strength Concrete Base," Section 28-4, "Lean Concrete Base Rapid Setting," Section 28-5, "Concrete Base," Section 40, "Concrete Pavement," Section 47-5, "Type 6 Retaining Walls," Section 49-3, "Cast-In-Place Concrete Piling," Section 49-4, "Steel Soldier Piling," Section 51, "Concrete Structures," Section 58-2, "Masonry Block," Section 73, "Concrete Curbs and Sidewalks," Section 83, "Railings and Barriers," and Section 99, "Building Construction."

Excludes volumetric-proportioned rapid strength concrete and Section 90-4 PC concrete members.

aFor each hot mix asphalt plant providing 2,250 tons or more on the project by job mix formula.

bFor each concrete plant providing 250 cubic yards or more on the project by mix design.

The requirements in section 6-1.08 do not apply to seasonal plants operating fewer than 6 months per year.

The requirements in section 6-1.08 do not apply to informal-bid contracts.

For product category rules for hot mix asphalt or concrete, go to the METS website. Use the product category rule in effect on the date of bid opening unless otherwise authorized. An environmental product declaration for hot mix asphalt or concrete is not required for either of the following conditions:

1. Applicable product category rule has expired without replacement as of the bid opening date.

2. Applicable product category rule was issued less than 50 days before the bid opening date.

Immediately notify the Engineer if a program operator has determined their product category rule does not allow for development of a facility-specific environmental product declaration. Include written correspondence from the program operator with your notification to the Engineer. If the Engineer determines the development of a facility-specific environmental product declaration cannot be achieved, an environmental product declaration will not be required for that material or product.

You must register on the Department’s Data Interchange for Materials Engineering (DIME) at least 15 days before submitting environmental product declarations. Follow the registration process at:

https://dime.dot.ca.gov/

Within 30 days of initial placement of each applicable material or product, submit a facility-specific, product stage, environmental product declaration informational submittal to DIME and provide proof of submission in PDF file format to the Engineer. The DIME entry information must include intended use of materials and estimated quantities of materials to be used as represented by the environmental product declaration.

Failure to provide a required environmental product declaration informational submittal will result in a $6,000 performance failure withhold for each missing declaration. The Department returns the withhold within 30 days after receipt of the compliant declaration if submitted prior to Contract acceptance.

Withholds become permanent deductions if the declaration is not submitted before Contract acceptance.

7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

Add to the end of section 7-1.02M(2):

Obtain the emergency phone numbers of the California Department of Forestry and Fire Protection unit headquarters, United States Forest Service ranger district office, and U.S. Department of Interior Bureau of Land Management field offices. Submit these phone numbers to the Engineer before the start of job site activities. Post the agencies names and emergency phone numbers at a prominent place at the job site.

Hydrocarbon-fueled engines, both stationary and mobile, must be equipped with spark arresters pursuant to Pub Res Code § 4442 except for either of the following:

1. Motor trucks, truck tractors, buses, or passenger vehicles, if equipped with a muffler as defined in the Vehicle Code

2. Equipment powered by turbocharged engines if:

2.1 Exhausted gases pass through the rotating turbine wheel

2.2 There is no exhaust bypass to the atmosphere

2.3 The turbocharger is in effective mechanical condition

Each toilet must have a metal ashtray at least 6 inches in diameter by 8 inches deep, half-filled with sand, and within easy reach of anyone accessing the facility.

Locate flammable materials at least 50 feet away from equipment service, parking, and gas or oil storage areas. Each small mobile or stationary engine site must be cleared of flammable material for a radius of at least 15 feet from the engine.

Before clearing and grubbing, clear a fire break at the outer limits of the areas to be cleared and grubbed.

Where clearing and grubbing limits allow, use a minimum fire break width of 20 feet. Each area to be cleared and grubbed must be cleared and kept clear of flammable material such as dry grass, weeds, brush, downed trees, oily rags and waste, paper, cartons, and plastic waste.

Furnish the following fire tools:

1. 1 shovel and 1 fully charged fire extinguisher UL rated at 4B:C or more on each truck, personnel vehicle, tractor, grader, or other heavy equipment.

2. 1 shovel and one 5-gallon water-filled backpack fire pump for each welder.

3. 1 shovel or 1 chemical pressurized fire extinguisher, fully charged, for each gasoline-powered tool, including chain saws, soil augers, and rock drills. The fire tools must always be within 25 feet from the point of operation of the power tool. Each fire extinguisher must be of the type and size required by the California Department of Forestry and Fire Protection.

Each shovel must be size O or larger and at least 46 inches long.

Furnish a pickup truck and operator for the sole purpose of fire control during working hours. The truck must be equipped with:

1. 10 shovels, 5 axes, two 5-gallon water-filled backpack fire pumps

2. 100-gallon tank of water with a gasoline motor powered pump and 100 feet of 3/4-inch hose on a reel

In addition to being available at the site of the work, the truck and operator must patrol the area of construction from noon until at least 1/2 hour after job site activities have ended. If the fire danger rating is "very high" or "extreme" or "fire weather watches" or "red flag warning" is issued, the truck and operator must patrol the area of construction while work is being done and for at least 1/2 hour after job site activities have ended.

Cal Fire, USFS, and BLM have established the following adjective class ratings for 5 levels of fire danger for use in public information releases and fire protection signing: "low," "moderate," "high," "very high," "extreme." Obtain the fire danger rating daily for the project area from the nearest Cal Fire unit headquarters, USFS ranger district office, or BLM field office. Monitor the National Weather Service daily forecasts for "fire weather watches" and "red flag warnings" covering the project’s locations.

If the fire danger rating is "very high" or a "fire weather watch" is issued, then:

1. Falling of dead trees or snags must be discontinued.

2. No open burning is permitted and fires must be extinguished.

3. Welding must be discontinued except in an enclosed building or within an area cleared of flammable material for a radius of 25 feet.

4. Blasting must be discontinued.

5. Smoking is allowed only in automobiles and cabs of trucks equipped with an ashtray or in cleared areas immediately surrounded by a fire break unless prohibited by other authority.

6. Vehicular travel is restricted to cleared areas except in case of emergency.

If the fire danger rating is "extreme" or a "red flag warning" is issued, take the precautions specified for a "very high" fire danger rating or a "fire weather watch" issuance, except:

1. Smoking is only allowed in automobiles and cabs of trucks equipped with an ashtray.

2. Work of a nature that could start a fire requires that properly equipped fire guards be assigned to such operation for the duration of the work.

The Engineer may suspend work wholly or in part due to hazardous fire conditions. If the controlling activity is suspended due to hazardous fire conditions, the associated days are considered adverse weather-related conditions and working days will not be assessed. If field and weather conditions become such that the work is suspended, section 7-1.02M(2) will not be enforced for the period of the suspension.

8 PROSECUTION AND PROGRESS

Replace the row for DBE and DVBE in the table in the 2nd paragraph of section 8-1.03 with:

DVBE Final utilization reports

Replace the row for Schedule in the table in the 2nd paragraph of section 8-1.03 with:

Schedule Baseline schedule and weekly statement of working days report

Replace the 4th and 5th paragraphs of section 8-1.05 with:

The Engineer issues a weekly statement of working days report by the end of the following week. If you disagree with a weekly statement of working days report, submit an RFI within 5 business days of receipt of the report.

The weekly statement of working days report shows:

1. Working days and non–working days during the reporting week

2. Time adjustments

3. Calculations of work completion dates, including working days remaining

4. Controlling activities

Delete the 6th paragraph of section 8-1.05.

9 PAYMENT

Replace the 1st paragraph of section 9-1.11D with:

For progress payments, the total work completed for the TRO bid item is the number of working days shown for the pay period on the weekly statement of working days report.

Replace item 2 in the list in the paragraph of section 9-1.16C with:

2. Material cost exceeds either of the following:

2.1. $50,000

2.2. $25,000 if the requestor is certified as one or more of the following:

2.2.1. DVBE

2.2.2. Small business as certified by Department of General Services, Office of Small

Business and Disabled Veteran Business Enterprise Services

DIVISION II GENERAL CONSTRUCTION

11 WELDING

Add to the end of section 11-1.07:

Digital radiography under AWS D1.1 and AWS D1.5 is not allowed.

12 TEMPORARY TRAFFIC CONTROL

Add to section 12-3.11B(5)(b):

Provide two C50D(CA) construction project funding identification signs.

Legend for the type of project must read as follows:

BRIDGE MAINTENANCE

Legend for the year of completion on project funding sign must read as follows:

YEAR OF COMPLETION: 2027

Replace section 12-3.20 with:

12-3.20 TEMPORARY BARRIER SYSTEMS

12-3.20A General

12-3.20A(1) Summary

Section 12-3.20 includes specifications for temporary barrier systems.

Temporary barrier system consists of:

1. New or undamaged used interconnected barrier segments

2. Segment connection hardware

3. Stakes and anchor bolts

Value engineering change proposals for the use of Type K temporary railing are not allowed.

If a discrepancy exists, governing ranking in descending order is:

1.…