08-1N6104 Roadway Excavation_ JPCP_ HMA-A_ _ Modifying TMS.pdf

Bids open Wednesday, July 22, 2026 Dated June 8, 2026 OSD

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

AND

SPECIAL PROVISIONS

FOR CONSTRUCTION ON STATE HIGHWAY IN RIVERSIDE COUNTY IN

CORONA FROM 0.2 MILE NORTH OF ONTARIO AVENUE UNDERCROSSING

TO OLD TEMESCAL ROAD UNDERCROSSING

In District 08 On Route 15 Under

Bid book dated June 8, 2026 Standard Specifications dated 2025

Project plans approved March 26, 2026 Standard Plans dated 2025

Identified by Contract No. 08-1N6104

08-Riv-15-38.9/39.4 Project ID 0823000025

Federal-Aid Project

IM-0155(177)

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. 08-1N6104 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

13 WATER POLLUTION CONTROL

14 ENVIRONMENTAL STEWARDSHIP

15 EXISTING FACILITIES

FACILITIES

DIVISION III EARTHWORK AND LANDSCAPE

19 EARTHWORK

21 EROSION CONTROL

DIVISION V SURFACINGS AND PAVEMENTS

36 GENERAL

39 ASPHALT CONCRETE

40 CONCRETE PAVEMENT

DIVISION VI STRUCTURES

49 PILING

56 OVERHEAD SIGN STRUCTURES, STANDARDS, AND POLES

DIVISION VIII MISCELLANEOUS CONSTRUCTION

73 CONCRETE CURBS AND SIDEWALKS

DIVISION IX TRAFFIC CONTROL DEVICES

83 RAILINGS AND BARRIERS

84 MARKINGS

DIVISION X ELECTRICAL WORK

86 GENERAL

87 ELECTRICAL SYSTEMS

ii

DIVISION XI MATERIALS

90 CONCRETE

iii

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)

A20A Pavement Markers and Traffic Lines - Typical Details

A20B Pavement Markers and Traffic Lines - Typical Details

A20C Pavement Markers and Traffic Lines - Typical Details

A20D Pavement Markers and Traffic Lines - Typical Details

A20E Traffic Lines - Typical Details for Contrast Striping

A20F Pavement Markers and Traffic Lines - Typical Details

A20G Exit Ramp with Enhanced Pavement Markers for Wrong Way Details

A24A Pavement Markings - Arrows

A24G Pavement Markings - Yield Lines, Limit Lines, and Wrong Way Details

A62A Excavation and Backfill - Miscellaneous Details

A62D Excavation and Backfill - Concrete Pipe Culverts

A62DA Excavation and Backfill - Concrete Pipe Culverts - Indirect Design Method

A62F Excavation and Backfill - Metal and Plastic Culverts

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 iv

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

A77P1 Midwest Guardrail System - Typical Layouts for Embankments

A77Q5 Midwest Guardrail System - Typical Layouts for Structure Departure

A77R1 Midwest Guardrail System - Typical Layouts for Fixed Objects Between Separate Roadbeds (Two-Way Traffic)

A77R3 Midwest Guardrail System - Typical Layouts for Roadside Fixed Objects

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

A77S3 Metal Railing Anchor Cable and Anchor Plate Details

A87B Hot Mix Asphalt Dikes

P3B Jointed Plain Concrete Pavement (Widened Lane) - Lane and Shoulder Addition or Replacement

P10 Concrete Pavement - Dowel Bar Details

P12 Concrete Pavement - Dowel Bar Basket Details

P18 Concrete Pavement - Lane Schematics and Isolation Joint Detail

P20 Joint Seals

P30 Concrete Pavement - End Panel Pavement Transitions

P33 Concrete Pavement - Lane Drop Paving Details No. 1

P34 Concrete Pavement - Lane Drop Paving Details No. 2

P75 Pavement Edge Treatments - Overlays

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

D75A Steel Pipe Inlets

D75B Concrete Pipe Inlets

D75C Pipe Inlets - Ladder and Trash Rack Details

D77A Grate Details No. 1 v

D77B Grate Details No. 2

D79 Precast Reinforced Concrete Pipe - Direct Design Method

D79A Precast Reinforced Concrete Pipe - Direct Design Method

D88 Construction Loads on Culverts

D88A Strut Details for Structural Steel Pipes, Arches and Vehicular Undercrossing

D89B Pipe Culvert Headwalls - Straight and "L"

D93B Drainage Inlet Riser Connections

D94A Metal and Plastic Flared End Sections

D97A Corrugated Metal Pipe Coupling Details No. 1 - Annular Coupling Band, Bar and Strap, and Angle Connections

D97C Corrugated Metal Pipe Coupling Details No. 3 - Helical and Universal Couplers

D97D Corrugated Metal Pipe Coupling Details No. 4 - Hugger Coupling Bands

D97E Corrugated Metal Pipe Coupling Details No. 5 - Standard Joint

D97F Corrugated Metal Pipe Coupling Details No. 6 - Positive Joint

D97G Corrugated Metal Pipe Coupling Details No. 7 - Downdrain

D97H Reinforced Concrete Pipe or Non-Reinforced Concrete Pipe - Standard and Positive Joints

D97I Corrugated Polyvinyl Chloride Pipe with Smooth Interior - Standard and Positive Joints

D140D Gross Solids Removal Device - Linear Radial Overflow Pipe Details

D140E Gross Solids Removal Device - Linear Radial Screened Pipe 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)

RSP T3A Temporary Railing (Type K)

T3B Temporary Railing (Type K)

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)

T9 Traffic Control System Tables for Lane and Ramp Closures

T10 Traffic Control System for Lane Closure on Freeways and Expressways vi

T14 Traffic Control System for Ramp Closure

T18 Traffic Control System - Construction Work Zone Speed Limit Reduction on Freeways and Expressways

T21 Traffic Control System - Construction Work Zone Speed Limit Reduction Twenty- Four Hours a Day 7 Days a Week (24/7)

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)

B0-3 Bridge Details

B11-47 Cable Railing

RS1 Roadside Signs - Typical Installation Details No. 1

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

RS3 Roadside Signs - Laminated Wood Box Post - Typical Installation Details No. 3

RS4 Roadside Signs - Typical Installation Details No. 4

S81 Overhead Laminated Sign - Single or Multiple Panel (Type A, 1" Thick)

S93 Framing Details for Framed Single Sheet Aluminum Signs, Rectangular Shape

S94 Roadside Framed Single Sheet Aluminum Signs, Rectangular Shape

S95 Roadside Single Sheet Aluminum Signs, Diamond Shape

RSP S100 Overhead Signs - Versatile Truss, One and Two Post Type

S101 Overhead Signs - Versatile Truss, One Post Type, Truss Layout

S102 Overhead Signs - Versatile Truss, One Post Type, Steel Post Type and Truss Member Table

S103 Overhead Signs - Versatile Truss, One Post Type, Steel Post Base Plate and Anchorage Details

S104 Overhead Signs - Versatile Truss, One Post Type, CIDH Pile Foundation Details

S111 Overhead Signs - Versatile Truss, Truss Connection Details

S112 Overhead Signs - Versatile Truss, Chord Splice Details

S113 Overhead Signs - Versatile Truss, Truss to Steel Post Connection Details

S114 Overhead Signs - Versatile Truss, CIDH Pile Foundation with Inspection Pipes

ES-1A Electrical Systems (Legend)

ES-1B Electrical Systems (Legend)

ES-1C Electrical Systems (Legend)

ES-5A Electrical Systems (Loop Detectors) vii

ES-5B Electrical Systems (Detectors)

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

ES-5E Electrical Systems (Trench in Pavement and Piezoelectric Axle Sensor Details)

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

ES-7M Electrical Systems (Signal and Lighting Standard, Details No. 1)

ES-7N Electrical Systems (Signal and Lighting Standard, Details No. 2)

RSP ES-7O Electrical Systems (Signal and Lighting Standard, Details No. 3)

ES-8A Electrical Systems (Non-Traffic Pull Box)

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 Wednesday, July 22, 2026

Dated June 8, 2026

General work description: Roadway excavation, JPCP, HMA-A, & modifying TMS.

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

STATE HIGHWAY IN RIVERSIDE COUNTY IN CORONA FROM 0.2 MILE NORTH OF ONTARIO

AVENUE UNDERCROSSING TO OLD TEMESCAL ROAD UNDERCROSSING.

District-County-Route-Post Mile: 08-Riv-15-38.9/39.4

Contract No. 08-1N6104

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-8, C-12.

Federal-aid project no.:

IM-0155(177)

Bids must be on a unit price basis.

Complete the work within 130 working days.

The estimated cost of the project is $7,900,000.

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 080060 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS LUMP SUM

0003 090100 TIME-RELATED OVERHEAD (WDAY) WDAY 130

0004 090200 DISPUTE RESOLUTION ADVISOR ON-SITE

MEETING

EA 5

0005 090207 HOURLY OFF-SITE DISPUTE-RESOLUTION-

ADVISOR-RELATED TASKS

HR 10

0006 100100 DEVELOP WATER SUPPLY LS LUMP SUM

0007 120090 CONSTRUCTION AREA SIGNS LS LUMP SUM

0008 120100 TRAFFIC CONTROL SYSTEM LS LUMP SUM

0009 120103 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 70

0010 120165 CHANNELIZER (SURFACE MOUNTED) EA 14

0011 120195 TRAFFIC DRUM EA 8

0012 120207 PORTABLE RADAR SPEED FEEDBACK SIGN

SYSTEM

DAY 70

0013 017460 TEMPORARY BARRIER SYSTEM (MASH TL-3) LF 5,500

0014 128651 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 8

0015 129100 TEMPORARY CRASH CUSHION MODULE EA 21

0016 129108 TEMPORARY CRASH CUSHION TL-3 EA 1

0017 129152 TEMPORARY RADAR SPEED FEEDBACK SIGN

SYSTEM

EA 1

0018 130100 JOB SITE MANAGEMENT LS LUMP SUM

0019 130301 STORMWATER POLLUTION PREVENTION PLAN LS LUMP SUM

0020 130312 PRE-STORM EVENT INSPECTION REPORT EA 15

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0021 130323 DURING-AND POST-STORM EVENT INSPECTION

REPORT

DAY 8

0022 130331 STORMWATER ANNUAL REPORT EA 2

0023 130560 TEMPORARY SOIL BINDER SQYD 10,000

0024 130620 TEMPORARY DRAINAGE INLET PROTECTION EA 11

0025 130640 TEMPORARY FIBER ROLL LF 5,000

0026 130710 TEMPORARY CONSTRUCTION ENTRANCE EA 2

0027 130900 TEMPORARY CONCRETE WASHOUT LS LUMP SUM

0028 131201 TEMPORARY CREEK DIVERSION SYSTEMS LS LUMP SUM

0029 141120 TREATED WOOD WASTE LB 630

0030 146002 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS LUMP SUM

0031 153247 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 100

0032 160110 TEMPORARY HIGH-VISIBILITY FENCE LF 600

0033 190101 ROADWAY EXCAVATION CY 13,100

0034 048990 (F) - STRUCTURE EXCAVATION (OVERHEAD

SIGN FOUNDATION)

CY 195

0035 048991 (F) - STRUCTURE BACKFILL (OVERHEAD SIGN

FOUNDATION)

CY 180

0036 198010 IMPORTED BORROW (CY) CY 4,780

0037 200002 ROADSIDE CLEARING LS LUMP SUM

0038 210010 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1

0039 210252 BONDED FIBER MATRIX (SQFT) SQFT 196,000

0040 210350 FIBER ROLLS LF 3,640

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0041 210610 COMPOST (CY) CY 760

0042 250201 CLASS 2 AGGREGATE SUBBASE CY 490

0043 260203 CLASS 2 AGGREGATE BASE (CY) CY 860

0044 390100 PRIME COAT TON 4.5

0045 390132 HOT MIX ASPHALT (TYPE A) TON 2,270

0046 394074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 48

0047 394077 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2,110

0048 397005 TACK COAT TON 6

0049 398100 REMOVE ASPHALT CONCRETE DIKE LF 2,340

0050 398200 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1,920

0051 401050 JOINTED PLAIN CONCRETE PAVEMENT CY 870

0052 414241 ISOLATION JOINT SEAL (SILICONE) LF 1,790

0053 418006 REMOVE CONCRETE PAVEMENT (CY) CY 55

0054 420201 GRIND EXISTING CONCRETE PAVEMENT SQYD 2,390

0055 498052 60" CAST-IN-DRILLED-HOLE CONCRETE PILE

(SIGN FOUNDATION)

LF 27

0056 048992 (F) - STRUCTURAL CONCRETE, OVERHEAD

SIGN FOUNDATION

CY 60

0057 510092 (F) - STRUCTURAL CONCRETE, HEADWALL CY 41

0058 510094 (F) - STRUCTURAL CONCRETE, DRAINAGE

INLET

CY 24

0059 510502 (F) - MINOR CONCRETE (MINOR STRUCTURE) CY 14

0060 048993 (F) - BAR REINFORCING STEEL (OVERHEAD

SIGN FOUNDATION)

LB 13,240

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0061 560260 (F) - FURNISH SIGN STRUCTURE (VERSATILE

TRUSS)

LB 51,400

0062 560261 (F) - INSTALL SIGN STRUCTURE (VERSATILE

TRUSS)

LB 51,400

0063 568046 REMOVE SIGN STRUCTURE (EA) EA 1

0064 610108 18" ALTERNATIVE PIPE CULVERT LF 760

0065 018454 GROSS SOLIDS REMOVAL DEVICE (LINEAR

RADIAL) (EA)

EA 2

0066 650014 18" REINFORCED CONCRETE PIPE LF 590

0067 650018 24" REINFORCED CONCRETE PIPE LF 28

0068 665016 18" CORRUGATED STEEL PIPE (.064" THICK) LF 180

0069 705011 18" STEEL FLARED END SECTION EA 2

0070 707117 36" PRECAST CONCRETE PIPE INLET LF 25

0071 710126 REMOVE OVERSIDE DRAIN EA 4

0072 710136 REMOVE PIPE (LF) LF 68

0073 710150 REMOVE INLET EA 3

0074 721430 CONCRETE (CHANNEL LINING) CY 28

0075 723070 ROCK SLOPE PROTECTION (150 LB, CLASS III,

METHOD B) (CY)

CY 22

0076 723080 ROCK SLOPE PROTECTION (60 LB, CLASS II,

METHOD B) (CY)

CY 200

0077 729011 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 450

0078 731519 MINOR CONCRETE (STAMPED CONCRETE) SQFT 2,090

0079 750001 (F) - MISCELLANEOUS IRON AND STEEL LB 6,342

0080 810120 REMOVE PAVEMENT MARKER EA 650

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0081 810130 REMOVE DELINEATOR EA 93

0082 810170 DELINEATOR (CLASS 1) EA 11

0083 810190 GUARD RAILING DELINEATOR EA 82

0084 810230 PAVEMENT MARKER (RETROREFLECTIVE) EA 760

0085 820112 MARKER (CULVERT) EA 2

0086 820113 TREATMENT BEST MANAGEMENT PRACTICE

MARKER

EA 3

0087 820220 REMOVE MARKER EA 2

0088 820250 REMOVE ROADSIDE SIGN EA 3

0089 820710 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 490

0090 820750 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-UNFRAMED)

SQFT 22

0091 820760 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-UNFRAMED)

SQFT 110

0092 820780 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-FRAMED)

SQFT 33

0093 820790 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-FRAMED)

SQFT 54

0094 820840 ROADSIDE SIGN - ONE POST EA 2

0095 820850 ROADSIDE SIGN - TWO POST EA 3

0096 832006 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 2,590

0097 832070 VEGETATION CONTROL (MINOR CONCRETE) SQYD 1,160

0098 839521 (F) - CABLE RAILING LF 104

0099 839580 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 6

0100 839752 REMOVE GUARDRAIL LF 2,390

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0101 839761 SALVAGE GUARDRAIL LF 1,200

0102 840516 THERMOPLASTIC PAVEMENT MARKING

(ENHANCED WET NIGHT VISIBILITY)

SQFT 210

0103 846007 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 21,800

0104 846009 8" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 60

0105 846013 12" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 1,600

0106 846020 REMOVE PAINTED TRAFFIC STRIPE LF 7,260

0107 846030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 24,400

0108 846035 REMOVE THERMOPLASTIC PAVEMENT

MARKING

SQFT 210

0109 847077 8" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY) (BROKEN 12-3)

LF 1,170

0110 847196 CONTRAST STRIPE PAINT (2-COAT) LF 7,320

0111 847200 REMOVE 6" TRAFFIC STRIPE LF 11,900

0112 847222 6" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY) (BROKEN 36-12)

LF 11,900

0113 847224 8" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY)

LF 580

0114 870009 MAINTAINING EXISTING TRAFFIC MANAGEMENT

SYSTEM ELEMENTS DURING CONSTRUCTION

LS LUMP SUM

0115 872131 MODIFYING LIGHTING SYSTEMS LS LUMP SUM

0116 872134 MODIFYING RAMP METERING SYSTEMS LS LUMP SUM

0117 872135 MODIFYING TRAFFIC MONITORING STATIONS LS LUMP SUM

0118 872142 REMOVING SIGN ILLUMINATION SYSTEMS LS LUMP SUM

0119 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

017460 TEMPORARY BARRIER SYSTEM (MASH TL-3) 12

048990 STRUCTURE EXCAVATION (OVERHEAD SIGN FOUNDATION) 19

048991 STRUCTURE BACKFILL (OVERHEAD SIGN FOUNDATION) 19

048992 STRUCTURAL CONCRETE, OVERHEAD SIGN FOUNDATION 51

048993 BAR REINFORCING STEEL (OVERHEAD SIGN FOUNDATION) 52

018454 GROSS SOLIDS REMOVAL DEVICE (LINEAR RADIAL) (EA) 62

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 TMS elements operational status

Materials Report

Geotechnical Design Report for I-15 Deceleration Lane in Corona, Riverside County dated October 9, 2025

Drainage Report for I-15 Deceleration Lane in Corona, Riverside County dated April 23, 2026

Warranty Bond form (TOTE-1)

DOT OCR-0003 Final Report – Utilization of Small Business Enterprises

Available as specified in the Standard Specifications

Bridge as-built drawings

Original Ground Digital Terrain Model in XML Format:

08-1N6104_og.xml

Design Horizontal Alignments in XML Format:

08-1N6104_design_horz_IMP-15.xml 08-1N6104_design_horz_IMP-ON1.xml

Cross Sections in 2D DGN Format:

08-1N6104_xsections.dgn

Cross Sections in PDF Format:

08-1N6104_xsections.pdf

3D Digital Design Model in XML Format:

08-1N6104_design_model.xml

Included with the project plans Log of test borings

5 CONTROL OF WORK

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.

Replace section 5-1.15 with:

5-1.15 SAFETY REPRESENTATIVE

5-1.15A General Designate an on-site safety representative to superintend project safety for the duration of this Contract.

The safety representative may perform other non-safety related work if safety responsibilities are fulfilled.

The safety representative must be available after work hours as needed. The safety representative is not required to be on-site during plant establishment period, erosion control establishment period, or temporary suspensions when no other Contract work is being performed.

Develop a written site-specific safety program (SSSP) that incorporates known hazards associated with the project.

5-1.15B Submittals Submit a resume of the safety representative before starting work on the project, including education, completed safety training, and safety experience in heavy construction, heavy industrial, or oil and energy industry.

Submit a copy of the safety representative's certificate for the Cal/OSHA 30-hour – Cal/OSHA Standards for the Construction Industry or OSHA 510 - OSHA Standards for the Construction Industry training course as an informational submittal. The certificate must include:

1. Name of the entity providing certification

2. Name of the individual receiving certification

3. Date when the certification was provided

4. Expiration date, if applicable

Submit a copy of the SSSP as an informational submittal:

1. At least 15 days before starting work

2. At least 48 hours before starting work whenever a revision is made to the SSSP

5-1.15C Certifications The safety representative must have completed training and received a certificate of completion for the Cal/OSHA 30-hour - Cal/OSHA Standards for the Construction Industry or OSHA 510 – OSHA Standards for the Construction Industry training course.

The safety representative must have one of the following certifications:

1. Certified Safety Professional from the Board of Certified Safety Professionals

2. Construction Health and Safety Technician from the Board of Certified Safety Professionals

3. Occupational Hygiene and Safety Technician from the Board of Certified Safety Professionals

4. Safety Trained Supervisor from the Board of Certified Safety Professionals

5. Safety Trained Supervisor Construction from the Board of Certified Safety Professionals

6. Associate Safety Professional from the Board of Certified Safety Professionals

7. Master Safety Professional from the National Association of Safety Professionals

8. Certified Safety Director from the National Association of Safety Professionals

5-1.15D Qualifications The safety representative must be a competent and qualified person, as defined by Cal/OSHA, and must provide safety oversight on the project. The safety representative must have:

1. At least 3 years of safety experience in heavy construction, heavy industrial, or oil and energy industry

2. Knowledge in the area of safety procedure for all types of work being performed on this project

3. Knowledge of Department specifications and plans, Cal/OSHA policy and procedures, and 8 CA

Code of Regs safety requirements

The safety representative must have completed safety training and maintain valid certifications for:

1. First aid

2. Cardiopulmonary resuscitation

5-1.15E Duties and Responsibilities The safety representative must be available by:

1. Cellular telephone

2. Two-way radio

3. Mobile internet access

The safety representative must:

1. Develop the SSSP

2. Conduct the on-site new project orientation for each worker assigned to the project

3. Review the construction work plans for each subcontractor before starting work

4. Conduct or attend pre-planning sessions for high hazard work such as excavations, demolition, confined space entry, falsework, crane hoisting, high-risk utilities such as high-pressure pipelines with fuel or natural gas, and tunneling or boring

5. Conduct weekly job site safety meetings

6. Review work schedules, including subcontractors' work schedules, to ensure adequacy of job hazard analyses and address all safety concerns and issues

7. Ensure safety data sheets are available on-site for all materials and have a hazard communication program for informing workers of material hazards

8. Verify compliance with hazardous waste requirements under section 14-11, including spill prevention and control measures

9. Conduct daily safety inspections of the job site for hazards and compliance with safety requirements in the specifications and 8 CA Code of Regs

10. Report all incidents to the Engineer immediately, including the investigation of any close calls

When monitoring the job site, including work zones with certified flaggers or traffic control technicians, take immediate corrective action and notify the Engineer if an imminent danger is identified.

If the Engineer determines the safety representative is not meeting the intended duties and responsibilities, you must replace the safety representative within 30 days of written notice from the Engineer. If you need to replace the safety representative, notify the Engineer and provide replacement safety representative resume and required certifications at least 15 days before the replacement.

You may submit a secondary safety representative to act on behalf of the designated safety representative during extended shifts, continuous operations, or short-term absences that will not exceed 14 days in duration. The secondary safety representative must meet the same required qualifications and certifications as the designated safety representative.

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 08-0J0824 Riv – 15 – PM 20.3/40.1 City of Lake Elsinore to

City of Corona I-15 Express Lane (Southern Extension)

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.

Replace section 5-1.24 with:

5-1.24 CONSTRUCTION SURVEYS

5-1.24A General The Department places stakes and marks under the chapter, "Construction Surveys," of the Department's Surveys Manual.

Submit construction staking request for Department-furnished stakes and ensure:

1. Area is cleared and prepared for stakes

2. Request For Construction Staking form is complete with project and contact information, reference alignment, offset and priorities listed, and completion dates

After submittal, the Department starts staking within 2 business days.

The Department will complete the requested staking. The Contractor must plan for the time required by Department surveyors to complete the staking.

Preserve stakes and marks placed by the Department. If the stakes or marks are destroyed the Department replaces them at their earliest convenience and deducts the cost.

5-1.24B Department Construction Surveys for Automated Machine Guidance The Department will provide a project control referenced to the State Plane Coordinate System compatible with the project datum. These physical points must be used by all positioning system users on the site.

The Department may provide grid coordinates for control points, at acceptable locations provided by the Contractor, where the Contractor can install the Contractor’s global navigation satellite system reference station receiver.

For slope stakes and rough grade stakes, the Department sets 6 survey control points or 2 per mile, whichever is greater.

The Department sets slope stakes and rough grade stakes at:

1. Conform stations

2. Beginning and end of each alignment

3. Midpoint or every 200 feet, whichever results in a greater number of stakes, on a curve of less than

1,500 feet

4. Every 500 feet on tangents and curves of 1,500 feet or more

For final grade, the Department sets stakes under the section, "Final Grade Stakes," of the Department's Surveys Manual, or at your request the Department sets survey control points under the sections, "Automated Machine Guidance (AMG)" and "Supplemental Project Control," of the chapter, "Construction Surveys," of the Department's Surveys Manual at:

1. Conform stations

2. Beginning and end of each alignment

3. Midpoint or every 100 feet, whichever results in the greater number of stakes, on a curve with a radius of 1,200 feet or less

4. Midpoint or every 200 feet, whichever results in the greater number of stakes, on a curve with a radius of more than 1,200 feet

5. Every 200 feet on a tangent

At your request and under the chapter, "Construction Surveys," of the Department's Surveys Manual, the Department provides (1) staking for intersections, clearing, fencing, drainage, curbs, structures, abutment fill, walls, and miscellaneous areas and (2) additional survey control or staking for earthwork in areas where global navigation satellite system coverage is inadequate for AMG.

Replace section 5-1.25 with:

5-1.25 AUTOMATED MACHINE GUIDANCE

5-1.25A General Automated machine guidance (AMG) must be used by and for the Department to perform earthwork. Any positioning equipment used for AMG must meet accuracy requirements to comply with staking tolerances specified in section titled "Typical Department-Furnished Construction Stakes" in the Department's Surveys Manual.

The project survey datum, survey control points, site and equipment calibration, electronic files, inspection methods, conflict resolution, and construction staking needs will be discussed at the preconstruction meeting.

5-1.25B Definitions automated machine guidance: Technology that uses one or more positioning devices, such as GNSS, robotic total stations, or rotating laser levels, to determine line and grade, or control the real-time position of construction equipment using onboard computer equipment.

California Coordinate System of 1983 (CCS83): California Coordinate System as defined in Public Resource Code §8801.

Caltrans Spatial Reference Network: The Department owned and operated GNSS real-time positioning network. This network is used to collect data to be used for the design and construction of transportation improvement projects.

digital construction model: Electronic three-dimensional model of the project’s proposed design infrastructure used by the Contractor's AMG equipment.

digital design model: Electronic three-dimensional model consisting of roadway design elements including alignments, profiles, and cross sections representing the finished grade.

digital terrain model: Electronic three-dimensional model that represents the original ground before job site activities begin.

global navigation satellite system: Constellation of orbiting satellites used to determine the geographic location of a user's receiver on the surface of the earth.

GNSS base station: Single ground-based instrument consisting of a GNSS receiver, antenna, and telemetry equipment that provides GNSS corrections to other GNSS receivers. Base stations can be set up temporarily or permanently constructed. Multiple base stations can be combined into a GNSS real-time network.

GNSS correction service subscription: Subscription service to receive GNSS corrections for GNSS positioning through a private GNSS real-time network. Corrections are typically received via cellular wireless data services.

GNSS real-time network: Satellite-based correction service using a collection of ground-based receivers and a central processing center that provides highly accurate location services to users instantaneously over a broad geographic region.

GNSS rover: Portable GNSS antenna, receiver, rod, and data collector with telemetry equipment for real-time point measurements.

GNSS site calibration: Process that establishes the relationship between the observed control point coordinates and the established control point coordinates that define the project survey datum.

grid: General term for describing cartesian coordinates. For the purposes of this specification, grid references Northing (y) and Easting (x) coordinates based on CCS83.

National Spatial Reference System (NSRS): Nationwide network of vertical and horizontal control monuments in the United States. CCS83 is aligned to the NSRS.

project survey datum: Time-stamped reference to the NSRS, represented by CCS83 defined by geodetic survey control points on the surface of the earth.

robotic total station: Survey instrument capable of tracking an optical target and providing real-time coordinates of the target to the equipment operator and AMG equipment. A robotic total station unit can provide positioning for AMG if site conditions do not allow GNSS receivers to be used and must also be used where a higher accuracy is required than the GNSS provides, such as structural section elements.

5-1.25C Electronic Files Electronic design files include:

1. Digital terrain model as a TIN surface in DWG format

2. Digital design model representing the finished grade surface as a TIN surface in DWG format

3. Digital datum model representing any roadway prism structural section datum surfaces as a TIN surface in DWG format

4. Design features including the design alignments, profiles, superelevations, catch lines, hinge lines, grade changes, edge of pavement, edge of traveled way, and other elements used to facilitate project design, provided in DWG format

The Department makes electronic design files available as supplemental project information. This information is part of the bid package provided to the Bidders.

You must create the digital construction models (DCM) for use with your AMG system.

Convert the electronic design files to a format compatible with your AMG system.

Digital design model information may not exist for certain project features. The Department places stakes under these circumstances.

The Department provides you with updated electronic data whenever the Engineer determines a plan change materially affects the finished grade. For minor grade changes, the Department may place stakes and marks at the discretion of the Engineer.

5-1.25D Quality Control Plan Submit an AMG QC plan at least 15 days before starting work requiring AMG. The plan must include the following information:

1. Contract number.

2. Names, professional license numbers, and contact information of each QC Manager in responsible charge of AMG and GNSS site calibration. At least one QC Manager must be licensed to perform land surveying in the State.

3. Limits of the area for which the AMG will be used.

4. Scope of work when AMG is to be used for any of the following work categories:

4.1. Earthwork

4.2. Rough grading

4.3. Subgrade

4.4. Subbase

4.5. Base

4.6. Trench excavation

4.7. Clearing and grubbing

4.8. Curb and gutter

4.9. Cold planing or milling existing pavement

4.10. Paving

4.11. Intelligent compaction

4.12. Concrete barrier

4.13. Finishing roadway

5. Project control plan sheet detailing control points covering the job site, including control points used in the GNSS site calibration.

6. List of GNSS equipment, including:

6.1. Type

6.2. Manufacturer

6.3. Model

6.4. Software version

7. Description of GNSS site calibration or robotic total station quality control validation methods, including:

7.1. List of equipment used for any GNSS site calibration

7.2. GNSS site calibration procedures

7.3. Estimated dates of any GNSS site calibration

7.4. Format of the report of the results of any GNSS site calibration and QC validation measurements, including:

7.4.1. Dates performed

7.4.2. Names of survey control points used in the GNSS site calibration

7.4.3. Difference between the survey control point coordinates and the GNSS site calibration results

7.4.4. GNSS equipment manufacturer and model

7.4.5. Accuracy statement of the GNSS site calibration or QC validation measurements

7.4.6. Name, stamp, and signature of the person in responsible charge of performing the calibration

7.5. Estimated timeframe to submit the results and reports of any GNSS site calibration

7.6. Complete GNSS site calibration report produced by your software

8. List of AMG onboard computer equipment, including:

8.1. Type

8.2. Manufacturer

8.3. Software version

8.4. List of AMG-controlled heavy equipment and what scope of work in which it will be used, including:

8.4.1. Type, e.g., loader or grader

8.4.2. Manufacturer

8.4.3 Model

9. Procedures for AMG-controlled equipment calibration, including:

9.1. Description of equipment calibration procedures

9.2. Frequency of calibration

9.3. Format for recording calibration information

10. Electronic data file control, including:

10.1. Name and contact information of the person responsible for the electronic files

10.2. DCM file-naming convention

10.3. Description of the process that will be used to upload the DCM to the AMG equipment

10.4. Description of the process that will be used whenever updated DCM files are required to be uploaded to the AMG equipment

11. Digital construction models in LandXML format prior to use.

Do not begin work requiring AMG until your plan is authorized.

If QC procedures or personnel change, submit a QC plan supplement describing the change.

5-1.25E Quality Control Personnel During AMG activities, provide personnel responsible for the following:

1. GNSS site calibration and upload to all positioning equipment

2. Maintenance of GNSS and AMG equipment

3. Documentation of the calibration and maintenance of GNSS equipment

4. Calibration and documentation of AMG equipment following manufacturers guidelines

5. Daily setup and takedown of GNSS and robotic total station components

5-1.25F Just-in-Time Training

5-1.25G Construction 5-1.25G(1) General If you find a discrepancy in any survey control point, survey stake, or in the electronic data provided, immediately submit an RFI detailing the points and location in question.

5-1.25G(2) Global Navigation Satellite System Site Calibration Under the responsible charge of a person licensed to practice land surveying in the State, perform a GNSS site calibration to the survey control points that define the project survey datum.

Check each calibration point for accuracy. Submit the GNSS site calibration results within 3 business days of the calibration work. Allow 14 days for the review of the results.

5-1.25G(3) Global Navigation Satellite System Quality Control Validation Methods Before starting work requiring AMG, conduct daily QC validation for the proper setup of the GNSS or robotic total station equipment. Ensure the GNSS or robotic total station equipment achieves accuracies within:

1. 0.10 foot in both horizontal and vertical directions for rough grading

2. 0.05 foot in horizontal directions and 0.02 foot in vertical directions for final grades

Before starting work, conduct daily QC validation of the AMG equipment and positioning systems.

Submit QC validation results at the end of the project and when requested by the Engineer.

Replace section 5-1.26 with:

5-1.26 GRADE QUALITY CONTROL

Use a global navigation satellite system (GNSS) rover, robotic total station equipment, or a level to check the grades at the frequencies shown in the following table:

Grade Checking Requirements

Type of work Area or distance represented by the grade checking Frequency

(number of grade points) Earthwork for cut and fill slopes ≤15 feet 200 feet 2 Earthwork for cut and fill slopes ˃15 feet 1,000 sq yd 1 Rough grading 1,000 sq yd 1 Trenching 100 feet 6 Subgrade 1 mi 30 Subbase layer 1 mi 50 Base layer 1 mi 100 Curb and gutter 100 feet 6 Concrete barrier 100 feet 5 Finishing roadway 1,000 sq yd 2

Increase the frequency of grade checking of a roadway:

1. Wherever its curve radius is 500 feet or less

2. In areas of a superelevation transition

3. At intersections

Notify the Engineer when an area is ready for line and grade inspection. Submit the grade checking results on a Grade Checking Report form as an informational submittal.

Add to the end of section 5-1.32:

Personal vehicles of your employees must not be parked on the traveled way or shoulders, including sections closed to traffic.

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

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.