12-0S5004 Multi-Asset_ Pavement Rehab_ _ Off-Ramp Widening at Artesia Blvd.pdf

Bids open Tuesday, November 10, 2026 Dated September 21, 2026 OSD

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

AND

SPECIAL PROVISIONS

FOR CONSTRUCTION ON STATE HIGHWAY IN ORANGE COUNTY FROM

ROUTE 5/55 SEPARATION IN TUSTIN TO THE LOS ANGELES COUNTY LINE

IN BUENA PARK

In District 12 On Route 5 Under

Bid book dated September 21, 2026 Standard Specifications dated 2025

Project plans approved May 22, 2026 Standard Plans dated 2025

Identified by Contract No. 12-0S5004

12-Ora-5-30.3/44.4 Project ID 1220000081

Federal-Aid Project

IM-0052(062)

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.

• This is a building-construction federal-aid project. You must perform at least 30 percent of the value of the total bid with your own forces. See section 5-1.13.

• 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. 12-0S5004 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

12 TEMPORARY TRAFFIC CONTROL

13 WATER POLLUTION CONTROL

14 ENVIRONMENTAL STEWARDSHIP

15 EXISTING FACILITIES

DIVISION III EARTHWORK AND LANDSCAPE

20 LANDSCAPE

DIVISION V SURFACINGS AND PAVEMENTS

39 ASPHALT CONCRETE

40 CONCRETE PAVEMENT

41 EXISTING CONCRETE PAVEMENT

DIVISION VI STRUCTURES

49 PILING

56 OVERHEAD SIGN STRUCTURES, STANDARDS, AND POLES

DIVISION VII DRAINAGE FACILITIES

62 STORMWATER TREATMENT

71 EXISTING DRAINAGE FACILITIES

DIVISION VIII MISCELLANEOUS CONSTRUCTION

73 CONCRETE CURBS AND SIDEWALKS

74 PUMPING EQUIPMENT AND CONTROLS

DIVISION IX TRAFFIC CONTROL DEVICES

81 MISCELLANEOUS TRAFFIC CONTROL DEVICES

82 SIGNS AND MARKERS

83 RAILINGS AND BARRIERS

84 MARKINGS

ii

DIVISION X ELECTRICAL WORK

86 GENERAL

87 ELECTRICAL SYSTEMS

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)

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

A24B Pavement Markings - Arrows and Symbols

A24C Pavement Markings - Symbols and Numerals

A24D Pavement Markings - Words

A24E Pavement Markings - Words

A24F Pavement Markings - Crosswalks

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

A40B Shoulder Rumble Strip Details - Ground-In Indentations

A40C Edge Line Rumble Strip Details - Ground-In Indentations

A62A Excavation and Backfill - Miscellaneous Details

A62D Excavation and Backfill - Concrete Pipe Culverts

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

A73A Object Markers

A73B Markers

A73C Delineators, Channelizers and Barricades

RSP A76A Concrete Barrier Type 60M iv

RSP A76AB Concrete Barrier Type 60M Details

A76G Concrete Barrier Type 60MS

A76HA Concrete Barrier Type 60MS Connection to Crash Cushion

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

A77M1 Midwest Guardrail System - Standard Hardware

A77N1 Midwest Guardrail System - Wood Post and Wood 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

A77R3 Midwest Guardrail System - Typical Layouts for Roadside Fixed Objects

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

A77S2 Midwest Guardrail System - Rail Tensioning Assembly

A77S3 Metal Railing Anchor Cable and Anchor Plate Details

A85A Chain Link Fence Details

A87A Curbs and Driveways

A87B Hot Mix Asphalt Dikes

RSP A88A Curb Ramp Details

A88B Curb Ramp and Island Passageway Details

P1 Jointed Plain Concrete Pavement - New Construction

P2 Jointed Plain Concrete Pavement (Widened Lane) - New Construction

P3A Jointed Plain Concrete Pavement - Lane and Shoulder Addition or Replacement

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

RSP P3C Jointed Plain Concrete Pavement - Median Addition/Reconstruction

P6 Spall Repair

P7 Dowel Bar Retrofit

RSP P8A Individual Slab Replacement with Rapid Strength Concrete

RSP P8B Individual Slab Replacement - Dowel Bar Basket Details

P10 Concrete Pavement - Dowel Bar Details

P12 Concrete Pavement - Dowel Bar Basket Details

P15 Concrete Pavement - Tie Bar Details

P17 Concrete Pavement - Tie Bar Basket Details

P18 Concrete Pavement - Lane Schematics and Isolation Joint Detail

P20 Joint Seals

P30 Concrete Pavement - End Panel Pavement Transitions

D71 Drainage Inlet Markers v

D72D CIP Drainage Inlets - Types GT1, GT2, GT3 and GT4

D72F CIP Drainage Inlet Notes

D72G CIP Drainage Inlet Tables

D73F Precast Drainage Inlet Notes

D73G Precast Drainage Inlet Tables

D74 Drainage Inlet Details

D75C Pipe Inlets - Ladder and Trash Rack Details

D77A Grate Details No. 1

D77B Grate Details No. 2

D79 Precast Reinforced Concrete Pipe - Direct Design Method

D79A Precast Reinforced Concrete Pipe - Direct Design Method

D80 Cast-In-Place Reinforced Concrete Single Box Culvert

D88 Construction Loads on Culverts

D93A Pipe Riser Connections

D94B Concrete 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

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

D118 Ladder Details

D140A Gross Solids Removal Device - Linear Radial Legend

RSP D140B Gross Solids Removal Device - Linear Radial Layout

D140C Gross Solids Removal Device - Linear Radial Details

D140D Gross Solids Removal Device - Linear Radial Overflow Pipe Details

D140E Gross Solids Removal Device - Linear Radial Screened Pipe Details

D140F Gross Solids Removal Device - Linear Radial Grate Panel Details

RSP D140G Gross Solids Removal Device - Linear Radial (High Velocity) Layout

D140H Gross Solids Removal Device - Linear Radial (High Velocity) Details

H1 Landscape and Erosion Control Symbols

H2 Landscape Details

H3 Landscape Details

H4 Landscape Details (Sprinkler Assembly)

H5 Landscape Details (Swing Joint and Protector) vi

H6 Landscape Details

H7 Landscape Details

RSP H8 Landscape Details

H9 Landscape Details

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)

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)

T4 Temporary Traffic Screen

T4A Temporary Traffic Screen (Cross Bolt)

T4B Temporary Traffic Screen (Cal F-23)

T9 Traffic Control System Tables for Lane and Ramp Closures

T10 Traffic Control System for Lane Closure on Freeways and Expressways

T10A Traffic Control System for Lane Closure on Freeways and Expressways

T14 Traffic Control System for Ramp Closure

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

T20 Traffic Control System - Construction Work Zone Speed Limit Reduction Details

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

T30 Temporary Pedestrian Access Routes - Typical Sidewalk Closure and Pedestrian Detour

T32 Temporary Pedestrian Access Routes - Typical Sidewalk/Crosswalk Closure and Pedestrian Detour

T33 Temporary Pedestrian Access Routes - Ramp

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) vii

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

B7-11 Utility Details

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

RS5 Roadside Sign-PSST Post-Typical Installation Details No. 1

RS6 Roadside Sign-PSST Post-Typical Installation Details No. 2

S16 Overhead Signs - Walkway Details No. 1

S17 Overhead Signs - Walkway Details No. 2

S18 Overhead Signs - Walkway Safety Railing Details

S19 Overhead Signs - Truss Sign Mounting Details - Laminated Panel - Type A

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

S85 Seam Closure, "H" Section Extrusion and Post Spacing Tables (Multi-Horizontal Laminated Panel Aluminum Signs)

S86 Laminated Panel Details (Extrusions for Type A, B, and H Panels)

S87 Type A-1 Mounting Hardware for Overhead Laminated Type A Panel (Truss and Lightweight Sign Structures)

S89 Roadside Sign - Formed Single Sheet Aluminum Panel

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

S105 Overhead Signs - Versatile Truss, One Post Type, Concrete Pedestal with 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

S119 Overhead Signs - Versatile Truss, Sign Mounting Details, Laminate Panel - Type A

S122 Overhead Signs - Versatile Truss, Exit Plaque Mounting Details

ES-1A Electrical Systems (Legend)

ES-1B Electrical Systems (Legend) viii

ES-1C Electrical Systems (Legend)

ES-2A Electrical Systems (Service Equipment)

ES-2B Electrical Systems (Service Equipment)

ES-2F Electrical Systems (Service Equipment Enclosure and Typical Wiring Diagram, Type III - C Series)

ES-3C Electrical Systems (Controller Cabinet Foundation and Pad Details)

ES-3C1 Electrical Systems (Controller Cabinet Foundation and Pad Details)

ES-3C2 Electrical Systems (Controller Cabinet Foundation Details)

ES-3K Electrical Systems (Electronics Assembly Connection Diagram) (Battery Backup System)

ES-4A Electrical Systems (Signal Head Mounting)

ES-4B Electrical Systems (Pedestrian Signal Heads)

ES-4C Electrical Systems (Signal Heads and Mountings)

ES-4D Electrical Systems (Signal Head Mounting)

ES-4E Electrical Systems (Signal Heads)

ES-5A Electrical Systems (Loop Detectors)

ES-5B Electrical Systems (Detectors)

ES-5C Electrical Systems (Accessible Pedestrian Signal and Push Button Assemblies)

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-6A Electrical Systems (Lighting Standard, Types 15 and 21)

ES-6C Electrical Systems (Lighting Standard, Types 5 and 10, Overhead Sign Mounted)

ES-6D Electrical Systems (Lighting Standard, Types 15D and 21D, Double Luminaire Mast Arm)

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

ES-6F Electrical Systems (Lighting Standard, Slip Base Plate)

ES-7A Electrical Systems (Signal and Lighting Standard, Type TS, and Type 2 Post)

ES-7B Electrical Systems (Signal and Lighting Standard, Type 1 and Equipment Identification Characters)

ES-7H Electrical Systems (Signal and Lighting Standard, Case 5 Signal Mast Arm Loading, Wind Velocity = 100 mph and Signal Mast Arm Lengths 60' to 65')

ES-7J Electrical Systems (Flashing Beacon on a Type 1, Type 15-FBS, and Type 40 Standard)

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-7Q Electrical Systems (Pedestrian Barricades)

ES-7R Electrical Systems (Signal and Lighting Attachments)

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

ES-8B Electrical Systems (Traffic Pull Box)

ES-10B Electrical Systems (Isofootcandle Curves)

ES-11 Electrical Systems (Foundation Installations)

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

ES-13B Electrical Systems (Kinking and Banding Detail)

ES-17A Electrical Systems (Fiber Optic Marker Details)

ES-18A Temporary Wood Poles - General Notes

ES-18B Temporary Wood Poles - Non-Guyed - No Signals on Spans

ES-18C Temporary Wood Poles - Guyed - No Signals on Spans

ES-19A Temporary Wood Poles - Details No. 1

ES-19B Temporary Wood Poles - Details No. 2

ES-19C Temporary Wood Poles - Details No. 3

ES-19D Temporary Wood Poles - Details No. 4

ES-19E Temporary Wood Poles - Details No. 5

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, November 10, 2026

Dated September 21, 2026

General work description: Multi-asset, pavement rehab, & off-ramp widening at Artesia Blvd.

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

STATE HIGHWAY IN ORANGE COUNTY FROM ROUTE 5/55 SEPARATION IN TUSTIN TO THE LOS

ANGELES COUNTY LINE IN BUENA PARK.

District-County-Route-Post Mile: 12-Ora-5-30.3/44.4

Contract No. 12-0S5004

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.

Federal-aid project no.:

IM-0052(062)

For the Federal training program, the number of trainees or apprentices is 16.

Bids must be on a unit price basis.

Complete the work, excluding plant establishment work, within 350 working days.

Complete the work, including plant establishment work, within 350 working days.

Complete the plant establishment work within 180 working days.

The estimated cost of the project is $34,000,000.

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 350

0004 090205 DISPUTE RESOLUTION BOARD ON-SITE

MEETING

EA 9

0005 090210 HOURLY OFF-SITE DISPUTE-RESOLUTION-

BOARD-RELATED TASKS

HR 180

0006 120090 CONSTRUCTION AREA SIGNS LS LUMP SUM

0007 120100 TRAFFIC CONTROL SYSTEM LS LUMP SUM

0008 120103 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 60

0009 120116 TYPE II BARRICADE EA 12

0010 120149 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 250

0011 120165 CHANNELIZER (SURFACE MOUNTED) EA 170

0012 120207 PORTABLE RADAR SPEED FEEDBACK SIGN

SYSTEM

DAY 350

0013 120320 TEMPORARY BARRIER SYSTEM LF 3,420

0014 128652 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS LUMP SUM

0015 129105 TEMPORARY CRASH CUSHION TL-2 EA 3

0016 129108 TEMPORARY CRASH CUSHION TL-3 EA 6

0017 129150 TEMPORARY TRAFFIC SCREEN LF 2,600

0018 129152 TEMPORARY RADAR SPEED FEEDBACK SIGN

SYSTEM

EA 5

0019 130100 JOB SITE MANAGEMENT LS LUMP SUM

0020 130301 STORMWATER POLLUTION PREVENTION PLAN LS LUMP SUM

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0021 130312 PRE-STORM EVENT INSPECTION REPORT EA 32

0022 130323 DURING-AND POST-STORM EVENT INSPECTION

REPORT

DAY 1

0023 130331 STORMWATER ANNUAL REPORT EA 2

0024 130620 TEMPORARY DRAINAGE INLET PROTECTION EA 110

0025 130640 TEMPORARY FIBER ROLL LF 1,020

0026 130710 TEMPORARY CONSTRUCTION ENTRANCE EA 1

0027 130730 STREET SWEEPING LS LUMP SUM

0028 130900 TEMPORARY CONCRETE WASHOUT LS LUMP SUM

0029 141120 TREATED WOOD WASTE LB 9,090

0030 153121 REMOVE CONCRETE (CY) CY 6

0031 170103 CLEARING AND GRUBBING (LS) LS LUMP SUM

0032 190101 ROADWAY EXCAVATION CY 1,790

0033 200002 ROADSIDE CLEARING LS LUMP SUM

0034 200114 ROCK BLANKET SQFT 1,500

0035 204008 PLANT (GROUP H) EA 18,500

0036 204096 MAINTAIN EXISTING PLANTED AREAS LS LUMP SUM

0037 204099 PLANT ESTABLISHMENT WORK LS LUMP SUM

0038 205033 GRAVEL MULCH SQFT 1,600

0039 205035 WOOD MULCH CY 430

0040 206400 CHECK AND TEST EXISTING IRRIGATION

FACILITIES

LS LUMP SUM

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0041 206402 OPERATE EXISTING IRRIGATION FACILITIES LS LUMP SUM

0042 206405 REMOVE IRRIGATION FACILITY LS LUMP SUM

0043 206559 CONTROL AND NEUTRAL CONDUCTORS

(ARMOR-CLAD)

LS LUMP SUM

0044 206564 1 1/2" REMOTE CONTROL VALVE EA 5

0045 208446 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 33

0046 208447 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 12

0047 208448 RISER SPRINKLER ASSEMBLY EA 24

0048 208449 POP-UP SPRINKLER ASSEMBLY EA 10

0049 208595 (F) - 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY

LINE)

LF 1,930

0050 208596 (F) - 1 1/4" PLASTIC PIPE (SCHEDULE 40)

(SUPPLY LINE)

LF 350

0051 208597 (F) - 1 1/2" PLASTIC PIPE (SCHEDULE 40)

(SUPPLY LINE)

LF 930

0052 208598 (F) - 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY

LINE)

LF 460

0053 208607 (F) - 3" PLASTIC PIPE (CLASS 315) (SUPPLY

LINE)

LF 50

0054 208683 BALL VALVE EA 1

0055 208738 8" CORRUGATED HIGH DENSITY

POLYETHYLENE PIPE CONDUIT

LF 15

0056 250201 CLASS 2 AGGREGATE SUBBASE CY 5,300

0057 250301 CLASS 3 AGGREGATE SUBBASE CY 130

0058 260203 CLASS 2 AGGREGATE BASE (CY) CY 830

0059 260303 CLASS 3 AGGREGATE BASE (CY) CY 180

0060 280015 LEAN CONCRETE BASE RAPID SETTING CY 2,430

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0061 360200 BASE BOND BREAKER SQYD 28,200

0062 390132 HOT MIX ASPHALT (TYPE A) TON 260

0063 013430 RUBBERIZED HOT MIX ASPHALT (GAP GRADED)

WITH 10% RAP

TON 2,190

0064 394074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 150

0065 394075 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 15

0066 394077 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 460

0067 394090 PLACE HOT MIX ASPHALT (MISCELLANEOUS

AREA)

SQYD 35

0068 397005 TACK COAT TON 11

0069 398100 REMOVE ASPHALT CONCRETE DIKE LF 550

0070 398200 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 15,400

0071 401055 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 120

0072 410121 SPALL REPAIR (FAST-SETTING CONCRETE) SQYD 30

0073 411105 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 9,220

0074 414241 ISOLATION JOINT SEAL (SILICONE) LF 59,200

0075 418002 REMOVE CONCRETE PAVEMENT AND BASE CY 120

0076 498052 60" CAST-IN-DRILLED-HOLE CONCRETE PILE

(SIGN FOUNDATION)

LF 75

0077 510094 (F) - STRUCTURAL CONCRETE, DRAINAGE

INLET

CY 2.6

0078 510502 (F) - MINOR CONCRETE (MINOR STRUCTURE) CY 14.2

0079 560260 (F) - FURNISH SIGN STRUCTURE (VERSATILE

TRUSS)

LB 58,600

0080 560261 (F) - INSTALL SIGN STRUCTURE (VERSATILE

TRUSS)

LB 58,600

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0081 568042 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 16

0082 568046 REMOVE SIGN STRUCTURE (EA) EA 2

0083 568060 MODIFY SIGN STRUCTURE EA 11

0084 017076 WATER QUALITY RISER (DETENTION BASIN) EA 1

0085 621222 GROSS SOLIDS REMOVAL DEVICE LINEAR

RADIAL TYPE LR-1 (6)

EA 1

0086 014219 TRASH NET (END OF PIPE CONNECTION) EA 1

0087 018384 CAPTURE HOUSING TYPE A (M) (5<D=<6) EA 2

0088 018486 CAPTURE HOUSING TYPE A (M) (3<D=<4) EA 5

0089 018487 CAPTURE HOUSING TYPE A (M) (4<D<=5) EA 1

0090 650014 18" REINFORCED CONCRETE PIPE LF 690

0091 650018 24" REINFORCED CONCRETE PIPE LF 38

0092 665018 18" CORRUGATED STEEL PIPE (.109" THICK) LF 8

0093 665025 24" CORRUGATED STEEL PIPE (.138" THICK) LF 4

0094 705204 18" CONCRETE FLARED END SECTION EA 1

0095 707217 36" PRECAST CONCRETE PIPE MANHOLE LF 2.1

0096 710136 REMOVE PIPE (LF) LF 710

0097 710150 REMOVE INLET EA 5

0098 710167 REMOVE FLARED END SECTION (EA) EA 1

0099 710360 CLEANING, INSPECTING, AND PREPARING

CULVERT (LF)

LF 300

0100 710380 18" CURED-IN-PLACE PIPELINER LF 120

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0101 710384 24" CURED-IN-PLACE PIPELINER LF 46

0102 710390 36" CURED-IN-PLACE PIPELINER LF 140

0103 723080 ROCK SLOPE PROTECTION (60 LB, CLASS II,

METHOD B) (CY)

CY 8

0104 729011 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 8

0105 730070 DETECTABLE WARNING SURFACE SQFT 160

0106 731502 MINOR CONCRETE (MISCELLANEOUS

CONSTRUCTION)

CY 13

0107 731627 MINOR CONCRETE (CURB, SIDEWALK AND

CURB RAMP)

CY 30

0108 731710 REMOVE CONCRETE CURB (LF) LF 44

0109 731780 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 180

0110 731840 REMOVE CONCRETE (CURB AND GUTTER) LF 250

0111 733000 PRE/POST CONSTRUCTION SURVEYS EA 6

0112 740550 PUMPING PLANT EQUIPMENT LS LUMP SUM

0113 741001 PUMPING PLANT ELECTRICAL EQUIPMENT LS LUMP SUM

0114 750001 (F) - MISCELLANEOUS IRON AND STEEL LB 1,069

0115 750010 MANHOLE FRAME AND COVER EA 1

0116 750500 (F) - MISCELLANEOUS METAL LB 3,827

0117 802501 4' CHAIN LINK GATE (TYPE CL-6) EA 1

0118 810120 REMOVE PAVEMENT MARKER EA 1,320

0119 810170 DELINEATOR (CLASS 1) EA 40

0120 810190 GUARD RAILING DELINEATOR EA 56

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0121 810230 PAVEMENT MARKER (RETROREFLECTIVE) EA 1,680

0122 820113 TREATMENT BEST MANAGEMENT PRACTICE

MARKER

EA 11

0123 820134 OBJECT MARKER (TYPE P) EA 8

0124 820240 REMOVE ROADSIDE SIGN MOUNTED ON MAST

ARM

EA 2

0125 820250 REMOVE ROADSIDE SIGN EA 17

0126 820300 REMOVE ROADSIDE SIGN (STRAP AND SADDLE

BRACKET METHOD)

EA 1

0127 820710 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 4,570

0128 820750 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-UNFRAMED)

SQFT 130

0129 820760 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-UNFRAMED)

SQFT 98

0130 820780 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-FRAMED)

SQFT 14

0131 820790 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-FRAMED)

SQFT 60

0132 820840 ROADSIDE SIGN - ONE POST EA 12

0133 820850 ROADSIDE SIGN - TWO POST EA 2

0134 820860 INSTALL SIGN (STRAP AND SADDLE BRACKET

METHOD)

EA 15

0135 820880 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 2

0136 820890 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 4,040

0137 832007 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 710

0138 839580 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2

0139 015299 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 2

0140 015165 SEVERE-DUTY CRASH CUSHION TL-3 EA 1

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0141 839649 CONCRETE BARRIER (TYPE 60MS) LF 210

0142 839745 (F) - CONCRETE BARRIER TRANSITION LF 13

0143 839752 REMOVE GUARDRAIL LF 440

0144 840516 THERMOPLASTIC PAVEMENT MARKING

(ENHANCED WET NIGHT VISIBILITY)

SQFT 6,500

0145 840621 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY) (BROKEN

17-7)

LF 2,700

0146 840656 PAINT TRAFFIC STRIPE (2-COAT) LF 4,980

0147 846007 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 13,100

0148 846009 8" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 1,140

0149 846013 12" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 2,490

0150 846026 REMOVE PAVEMENT MARKING SQFT 250

0151 846030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 57,600

0152 846035 REMOVE THERMOPLASTIC PAVEMENT

MARKING

SQFT 3,430

0153 846051 12" RUMBLE STRIP (ASPHALT CONCRETE

PAVEMENT)

STA 58

0154 847196 CONTRAST STRIPE PAINT (2-COAT) LF 37,600

0155 847222 6" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY) (BROKEN 36-12)

LF 36,000

0156 870112 INDUCTIVE LOOP DETECTOR (LS) LS LUMP SUM

0157 013420 TRAFFIC CENSUS STATION SYSTEMS LS LUMP SUM

0158 871900 FIBER OPTIC CABLE SYSTEMS LS LUMP SUM

0159 872002 TEMPORARY SIGNAL SYSTEMS LS LUMP SUM

0160 015469 TEMPORARY FIBER OPTIC CABLE SYSTEMS LS LUMP SUM

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0161 872131 MODIFYING LIGHTING SYSTEMS LS LUMP SUM

0162 872132 MODIFYING SIGN ILLUMINATION SYSTEMS LS LUMP SUM

0163 872133 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS LUMP SUM

0164 872134 MODIFYING RAMP METERING SYSTEMS LS LUMP SUM

0165 872135 MODIFYING TRAFFIC MONITORING STATIONS LS LUMP SUM

0166 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

090205 DISPUTE RESOLUTION BOARD ON-SITE MEETING 5

090210 HOURLY OFF-SITE DISPUTE-RESOLUTION-BOARD-RELATED

TASKS

013430 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) WITH 10% RAP 39

014219 TRASH NET (END OF PIPE CONNECTION) 62

017076 WATER QUALITY RISER (DETENTION BASIN) 62

018384 CAPTURE HOUSING (TYPE A) (M) (5<D=<6) 62

018486 CAPTURE HOUSING (TYPE A) (M) (3<D=<4) 62

018487 CAPTURE HOUSING (TYPE A) (M) (4<D=<5) 62

015165 SEVERE-DUTY CRASH CUSHION TL-3 83

015299 ALTERNATIVE IN-LINE TERMINAL TL-3 83

013420 TRAFFIC CENSUS STATION SYSTEMS 87

015469 TEMPORARY FIBER OPTIC CABLE SYSTEMS 87

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. Geotechnical Design Report for Signal Poles, Light Poles, and Overhead Signs

2. Aerially Deposited Lead Site Investigation Report

3. Department of Forestry and Fire Protection Permit

4. Warranty Bond Form (TOTE-1) 5.Department Furnished Materials and Expenses (DFME) Items subject to Buy America

Available as specified in the Standard Specifications

Electronic design files, including:

1. Original ground topography (dgn & xml)

2. Original ground survey (dgn & dtm)

3. Alignment data (alg & xml)

4. Cross sections (dgn & pdf)

5. Finished grade (xml)

6. Pavement Profile Smoothness Data Files

7. Pumping Plant as-builts

Delete section 2-1.20.

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

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 12-0R7504 ORA-5-33.7/35.4 In Orange and Santa

Ana Place Hma, Jpcp, Install Sign Structure, 12-0T8704 ORA-5-30.3/39.6 In Dana Point Apply Methacrylate, Polyester Concrete

12-0S6904 ORA-5-35.7/44.1 At Various Locations Install Pavement Delineation, Striping And

12-0S5024 ORA-5-25.8/30.3 In Irvine and Tustin Rehab pavement, storm drain, roadside safety and install Census Station

12-0R32U4 ORA-55-0.2-17.8R In Newport Beach, Costa Mesa, Santa Ana, Tustin, Orange, and Anaheim

Rehabilitate pavement, drainage, bridge rail and landscaping, upgrade lighting and Transportation Management System elements, add bike and pedestrian improvements as complete streets, improve highway worker safety and Install safety lighting

12-0M9704 ORA-57-11.5/12.5 In Anaheim Geometric improvements to increase capacity and reduce congestion

12-0R3114 ORA-91-0R/4.8 In Buena Park Upgrade pavement, WIM, OH signs, TMS, drainage, roadside elements and offramp.

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 to the end of section 5-1.20C:

This project does not include work on the railroad property, but a railroad is shown on the general plan sheet within the project limits. Do not trespass on the railroad property at the following crossing(s):

Interstate 5 (I-5): SCRRA/Metrolink – Lincoln Avenue UP – Bridge #55-672 – PM 32.06/32.07 – City of Santa Ana.

Interstate 5 (I-5): UPRR – Anaheim UP – Bridge #55-0846 – PM 38.50/38.61 – City of Anaheim.

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 Add to the beginning of section 6-1.02:

The Department furnishes you with:

1. Loop detector sensor units

2. Model 2070LX Controller assemblies for traffic signals

3. Modems

4. Individual or axle type scales for materials hauling equipment on bridges

5. Electronics assembly for battery backup systems as follows:

5.1 Inverter/charger unit

5.2.Power transfer relay 5.3.Manually-operated bypass switch 5.4.Battery harness 5.5.Utility interconnect wires 5.6.Battery temperature probe 5.7.Relay contact wires

The Department furnishes you with completely wired controller cabinets with auxiliary equipment at 691 S. Tustin St. Orange, CA 92866. At least 48 hours before you pick up the materials, inform the Engineer of what you will pick up and when you will pick it up.

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 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, it has a pH above 5.0, does not contain soluble lead in concentrations equal to or greater than 5mg/l as determined by the Waste Extraction Test (WET) Procedures, 22 CA Code of Regs § 66261.24(a)(2) App II, does not contain lead in concentrations above 80 mg/kg total lead, is free from all other contaminants identified in the local material plan, and will comply with the job site's basin plan and water quality objectives of the RWQCB.

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 to hazardous waste concentration thresholds and the RWQCB's basin plan requirements and water quality objectives for the job site location

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 the (1) 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.

Analyze the samples using the US EPA's ProUCL software with a 95 percent upper confidence limit. 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