12-0R9704 Slab Replacement_ RHMA Paving_ Modify Signal and Lighting Systems.pdf

Bids open Tuesday, December 1, 2026 Dated October 5, 2026 OSD

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

AND

SPECIAL PROVISIONS

FOR CONSTRUCTION ON STATE HIGHWAY IN ORANGE COUNTY FROM 0.1

MILE SOUTH OF SAN LUIS REY OVERCROSSING IN SAN CLEMENTE TO 0.4

MILE NORTH OF ROUTE 74/5 SEPARATION IN SAN JUAN CAPISTRANO

In District 12 On Route 5

Under Bid book dated October 5, 2026 Standard Specifications dated 2025

Project plans approved May 11, 2026 Standard Plans dated 2025

Identified by Contract No. 12-0R9704

12-Ora-5-0.5/10.0 Project ID 1219000070

Federal-Aid Project

IM-0052(061)

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

Contract No. 12-0R9704 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

DIVISION III EARTHWORK AND LANDSCAPE

20 LANDSCAPE

21 EROSION CONTROL

DIVISION V SURFACINGS AND PAVEMENTS

39 ASPHALT CONCRETE

40 CONCRETE PAVEMENT

41 EXISTING CONCRETE PAVEMENT

DIVISION VI STRUCTURES

49 PILING

51 CONCRETE STRUCTURES

52 REINFORCEMENT

56 OVERHEAD SIGN STRUCTURES, STANDARDS, AND POLES

60 EXISTING STRUCTURES

DIVISION VII DRAINAGE FACILITIES

62 STORMWATER TREATMENT

71 EXISTING DRAINAGE FACILITIES

DIVISION VIII MISCELLANEOUS CONSTRUCTION

72 SLOPE PROTECTION

73 CONCRETE CURBS AND SIDEWALKS

75 MISCELLANEOUS METAL

ii

DIVISION IX TRAFFIC CONTROL DEVICES

81 MISCELLANEOUS TRAFFIC CONTROL DEVICES

82 SIGNS AND MARKERS

83 RAILINGS AND BARRIERS

84 MARKINGS

DIVISION X ELECTRICAL WORK

86 GENERAL

87 ELECTRICAL SYSTEMS

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)

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

A62B Limits of Payment for Excavation and Backfill - Bridge Surcharge and Wall

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 iv

A76G Concrete Barrier Type 60MS

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

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

A85 Chain Link Fence

A85A Chain Link Fence Details

A85B Chain Link Fence Details

A87A Curbs and Driveways

A87B Hot Mix Asphalt Dikes

RSP A88A Curb Ramp Details

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

P18 Concrete Pavement - Lane Schematics and Isolation Joint Detail

D90 Pipe Culvert Headwalls, Endwalls and Wingwalls - Types A, B and C

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 v

H4 Landscape Details (Sprinkler Assembly)

H5 Landscape Details (Swing Joint and Protector)

H6 Landscape Details

RSP H8 Landscape Details

H9 Landscape Details

H51 Erosion Control Details - Fiber Roll and Compost Sock

T1A Temporary Crash Cushion - Sand Filled (Unidirectional)

T1A1 Temporary Crash Cushion - Sand Filled (Unidirectional)

T1B Temporary Crash Cushion - Sand Filled (Bidirectional)

T2 Temporary Crash Cushion - Sand Filled (Shoulder Installations)

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

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)

T33 Temporary Pedestrian Access Routes - Ramp

T56 Temporary Water Pollution Control Details (Temporary Fiber Roll)

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)

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

B9-2 Structure Approach - Type R (30)

B9-5 Structure Approach - Slab Details vi

B11-52 Chain Link Railing Type 7

B11-58 Concrete Barrier Type 732SW Details No. 1

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) vii

ES-1C Electrical Systems (Legend)

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

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-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-6B Electrical Systems (Electrolier Anchorage and Grouting for Type 15 and Type 21, Barrier Rail Mounted)

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

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

ES-6G Electrical Systems (Lighting Standard, Type 32)

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-7C Electrical Systems (Signal and Lighting Standard, Case 1 Signal Mast Arm Loading, Wind Velocity = 100 mph and Signal Mast Arm Lengths 15' to 30')

ES-7F Electrical Systems (Signal and Lighting Standard, Case 4 Signal Mast Arm Loading, Wind Velocity = 100 mph and Signal Mast Arm Lengths 25' to 45')

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

ES-8B Electrical Systems (Traffic Pull Box)

ES-9E Electrical Systems (Flush-Mounted Soffit, Pendant soffit and Wall-Mounted Luminaire Structure Installations)

ES-10B Electrical Systems (Isofootcandle Curves) viii

ES-11 Electrical Systems (Foundation Installations)

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

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

ES-15C Electrical Systems (Sign Illumination Equipment)

ES-15D Electrical Systems (Lighting and Sign Illumination Control)

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

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, December 1, 2026

Dated October 5, 2026

General work description: Slab replacement, RHMA paving, modify signal and lighting systems.

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

STATE HIGHWAY IN ORANGE COUNTY FROM 0.1 MILE SOUTH OF SAN LUIS REY

OVERCROSSING IN SAN CLEMENTE TO 0.4 MILE NORTH OF ROUTE 74/5 SEPARATION IN SAN

JUAN CAPISTRANO.

District-County-Route-Post Mile: 12-Ora-5-0.5/10.0

Contract No. 12-0R9704

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(061)

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 325 working days.

Complete the work, including plant establishment work, within 455 working days.

Complete the plant establishment work within 250 working days.

The estimated cost of the project is $26,000,000.

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 325

0004 090205 DISPUTE RESOLUTION BOARD ON-SITE

MEETING

EA 8

0005 090210 HOURLY OFF-SITE DISPUTE-RESOLUTION-

BOARD-RELATED TASKS

HR 160

0006 120090 CONSTRUCTION AREA SIGNS LS LUMP SUM

0007 120100 TRAFFIC CONTROL SYSTEM LS LUMP SUM

0008 120103 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 100

0009 120165 CHANNELIZER (SURFACE MOUNTED) EA 140

0010 120207 PORTABLE RADAR SPEED FEEDBACK SIGN

SYSTEM

DAY 325

0011 120320 TEMPORARY BARRIER SYSTEM LF 4,080

0012 124000 TEMPORARY PEDESTRIAN ACCESS ROUTE LS LUMP SUM

0013 128652 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS LUMP SUM

0014 129105 TEMPORARY CRASH CUSHION TL-2 EA 7

0015 129108 TEMPORARY CRASH CUSHION TL-3 EA 4

0016 129150 TEMPORARY TRAFFIC SCREEN LF 2,460

0017 130100 JOB SITE MANAGEMENT LS LUMP SUM

0018 018355 STORMWATER SAMPLING AND ANALYSIS (DAY) EA 13

0019 130301 STORMWATER POLLUTION PREVENTION PLAN LS LUMP SUM

0020 130331 STORMWATER ANNUAL REPORT EA 2

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0021 130620 TEMPORARY DRAINAGE INLET PROTECTION EA 89

0022 130640 TEMPORARY FIBER ROLL LF 1,070

0023 130730 STREET SWEEPING LS LUMP SUM

0024 130900 TEMPORARY CONCRETE WASHOUT LS LUMP SUM

0025 141120 TREATED WOOD WASTE LB 8,270

0026 160110 TEMPORARY HIGH-VISIBILITY FENCE LF 2,890

0027 170103 CLEARING AND GRUBBING (LS) LS LUMP SUM

0028 190101 ROADWAY EXCAVATION CY 890

0029 190105 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY

DEPOSITED LEAD)

CY 860

0030 200002 ROADSIDE CLEARING LS LUMP SUM

0031 202006 SOIL AMENDMENT CY 68

0032 202038 PACKET FERTILIZER EA 3,980

0033 204035 PLANT (GROUP A) EA 3,900

0034 204036 PLANT (GROUP B) EA 41

0035 204096 MAINTAIN EXISTING PLANTED AREAS LS LUMP SUM

0036 204099 PLANT ESTABLISHMENT WORK LS LUMP SUM

0037 015109 GRAVEL MULCH (CELLULAR CONFINEMENT) SQFT 16,300

0038 205033 GRAVEL MULCH SQFT 35,700

0039 205035 WOOD MULCH CY 570

0040 206005 EDGING LF 2,450

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0041 206400 CHECK AND TEST EXISTING IRRIGATION

FACILITIES

LS LUMP SUM

0042 206402 OPERATE EXISTING IRRIGATION FACILITIES LS LUMP SUM

0043 206405 REMOVE IRRIGATION FACILITY LS LUMP SUM

0044 206560 CONTROL AND NEUTRAL CONDUCTORS LS LUMP SUM

0045 206562 1" REMOTE CONTROL VALVE EA 1

0046 206563 1 1/4" REMOTE CONTROL VALVE EA 2

0047 206564 1 1/2" REMOTE CONTROL VALVE EA 6

0048 206565 2" REMOTE CONTROL VALVE EA 5

0049 208003 (F) - 1" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 310

0050 208008 (F) - 3" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 310

0051 208446 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 65

0052 208447 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 15

0053 208448 RISER SPRINKLER ASSEMBLY EA 86

0054 208449 POP-UP SPRINKLER ASSEMBLY EA 4

0055 208588 3" GATE VALVE EA 1

0056 208595 (F) - 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY

LINE)

LF 3,895

0057 208596 (F) - 1 1/4" PLASTIC PIPE (SCHEDULE 40)

(SUPPLY LINE)

LF 1,350

0058 208597 (F) - 1 1/2" PLASTIC PIPE (SCHEDULE 40)

(SUPPLY LINE)

LF 1,775

0059 208598 (F) - 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY

LINE)

LF 945

0060 208607 (F) - 3" PLASTIC PIPE (CLASS 315) (SUPPLY

LINE)

LF 550

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0061 208686 2" BALL VALVE EA 4

0062 208690 (F) - PVC PIPE CONDUIT (SLEEVE) LF 45

0063 210252 BONDED FIBER MATRIX (SQFT) SQFT 23,200

0064 210360 COMPOST SOCK LF 2,640

0065 260203 CLASS 2 AGGREGATE BASE (CY) CY 160

0066 280015 LEAN CONCRETE BASE RAPID SETTING CY 700

0067 360200 BASE BOND BREAKER SQYD 15,400

0068 390132 HOT MIX ASPHALT (TYPE A) TON 270

0069 013430 RUBBERIZED HOT MIX ASPHALT (GAP GRADED)

WITH 10% RAP

TON 14,100

0070 394073 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3,960

0071 397005 TACK COAT TON 48

0072 398100 REMOVE ASPHALT CONCRETE DIKE LF 36

0073 398200 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 104,000

0074 410121 SPALL REPAIR (FAST-SETTING CONCRETE) SQYD 46

0075 411105 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 4,280

0076 414241 ISOLATION JOINT SEAL (SILICONE) LF 19,700

0077 498052 60" CAST-IN-DRILLED-HOLE CONCRETE PILE

(SIGN FOUNDATION)

LF 59

0078 510081 AGGREGATE BASE (APPROACH SLAB) CY 16

0079 510087 STRUCTURAL CONCRETE, APPROACH SLAB

(TYPE R)

CY 155

0080 510094 (F) - STRUCTURAL CONCRETE, DRAINAGE

INLET

CY 4.1

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0081 510800 PAVING NOTCH EXTENSION CF 51

0082 511118 CLEAN EXPANSION JOINT LF 324

0083 519088 JOINT SEAL (MR 1") LF 273

0084 046493 BONDED JOINT SEAL (MR 1 1/2") LF 135

0085 560260 (F) - FURNISH SIGN STRUCTURE (VERSATILE

TRUSS)

LB 40,100

0086 560261 (F) - INSTALL SIGN STRUCTURE (VERSATILE

TRUSS)

LB 40,100

0087 568042 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 1

0088 568046 REMOVE SIGN STRUCTURE (EA) EA 3

0089 600029 REMOVE ASPHALT CONCRETE SURFACING SQFT 180

0090 600114 BRIDGE REMOVAL (PORTION) LS LUMP SUM

0091 016050 TRASH NET (HEADWALL CONNECTION) EA 1

0092 014219 TRASH NET (END OF PIPE CONNECTION) EA 4

0093 014220 TRASH NET (OPEN CHANNEL) EA 1

0094 017909 CAPTURE HOUSING (TYPE A) (4<D=<5) EA 1

0095 650018 24" REINFORCED CONCRETE PIPE LF 650

0096 700617 DRAINAGE INLET MARKER EA 3

0097 710120 REMOVE DRAINAGE FACILITY (EA) EA 1

0098 710136 REMOVE PIPE (LF) LF 660

0099 710150 REMOVE INLET EA 3

0100 710167 REMOVE FLARED END SECTION (EA) EA 3

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0101 710260 REMOVE CONCRETE (CHANNEL) CY 5

0102 710360 CLEANING, INSPECTING, AND PREPARING

CULVERT (LF)

LF 1,740

0103 710376 12" CURED-IN-PLACE PIPELINER LF 22

0104 710380 18" CURED-IN-PLACE PIPELINER LF 20

0105 710384 24" CURED-IN-PLACE PIPELINER LF 1,700

0106 720006 REMOVE SLOPE PAVING (LS) LS LUMP SUM

0107 010892 REMOVE ROCK SLOPE PROTECTION CY 20

0108 721431 CONCRETE (CONCRETE APRON) CY 4

0109 721812 SLOPE PAVING (CONCRETE PAVERS) SQFT 17,412

0110 730070 DETECTABLE WARNING SURFACE SQFT 180

0111 731504 MINOR CONCRETE (CURB AND GUTTER) CY 5

0112 731510 MINOR CONCRETE (CURB, GUTTER, SIDEWALK

AND DRIVEWAY)

CY 42

0113 731519 MINOR CONCRETE (STAMPED CONCRETE) SQFT 28,300

0114 731840 REMOVE CONCRETE (CURB AND GUTTER) LF 300

0115 731850 REMOVE CONCRETE (CURB, GUTTER, AND

SIDEWALK) (CY)

CY 27

0116 037591 REMOVE CONCRETE (TEXTURED PAVING) CY 7

0117 733000 PRE/POST CONSTRUCTION SURVEYS EA 4

0118 750001 (F) - MISCELLANEOUS IRON AND STEEL LB 478

0119 750501 (F) - MISCELLANEOUS METAL (BRIDGE) LB 870

0120 800360 CHAIN LINK FENCE (TYPE CL-6) LF 1,500

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0121 803050 REMOVE CHAIN LINK FENCE LF 1,500

0122 810120 REMOVE PAVEMENT MARKER EA 630

0123 810190 GUARD RAILING DELINEATOR EA 58

0124 810230 PAVEMENT MARKER (RETROREFLECTIVE) EA 2,120

0125 820113 TREATMENT BEST MANAGEMENT PRACTICE

MARKER

EA 11

0126 037137 CONCRETE BARRIER MARKER EA 10

0127 820130 OBJECT MARKER EA 2

0128 820134 OBJECT MARKER (TYPE P) EA 3

0129 820250 REMOVE ROADSIDE SIGN EA 13

0130 820300 REMOVE ROADSIDE SIGN (STRAP AND SADDLE

BRACKET METHOD)

EA 3

0131 820350 REMOVE SIGN FROM SIGN FRAME EA 1

0132 820710 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 660

0133 820750 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-UNFRAMED)

SQFT 160

0134 820780 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-FRAMED)

SQFT 85

0135 820790 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-FRAMED)

SQFT 120

0136 820840 ROADSIDE SIGN - ONE POST EA 13

0137 820850 ROADSIDE SIGN - TWO POST EA 5

0138 820860 INSTALL SIGN (STRAP AND SADDLE BRACKET

METHOD)

EA 9

0139 820890 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 200

0140 832007 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 370

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0141 833032 (F) - CHAIN LINK RAILING (TYPE 7) LF 942

0142 839580 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2

0143 015299 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 2

0144 839649 CONCRETE BARRIER (TYPE 60MS) LF 140

0145 839752 REMOVE GUARDRAIL LF 370

0146 839774 REMOVE CONCRETE BARRIER LF 100

0147 839882 (F) - CONCRETE BARRIER (TYPE 732SW

MODIFIED)

LF 1,016

0148 840516 THERMOPLASTIC PAVEMENT MARKING

(ENHANCED WET NIGHT VISIBILITY)

SQFT 8,340

0149 840517 PREFORMED THERMOPLASTIC PAVEMENT

MARKING

SQFT 630

0150 038545 GREEN PAVEMENT MARKING SQFT 12,600

0151 840617 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-

1)

LF 980

0152 840621 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY) (BROKEN

17-7)

LF 3,700

0153 840623 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY) (BROKEN

36-12)

LF 4,890

0154 840656 PAINT TRAFFIC STRIPE (2-COAT) LF 7,290

0155 846007 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 48,300

0156 846008 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-

4)

LF 80

0157 846009 8" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 3,380

0158 846010 8" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY) (BROKEN

12-3)

LF 2,270

0159 846011 8" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY) (BROKEN

36-12)

LF 6,300

0160 846013 12" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 8,460

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0161 846020 REMOVE PAINTED TRAFFIC STRIPE LF 7,290

0162 846030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 23,000

0163 846035 REMOVE THERMOPLASTIC PAVEMENT

MARKING

SQFT 4,700

0164 846051 12" RUMBLE STRIP (ASPHALT CONCRETE

PAVEMENT)

STA 1,380

0165 847196 CONTRAST STRIPE PAINT (2-COAT) LF 5,520

0166 847213 6" TRAFFIC STRIPE TAPE (WARRANTY)

(BROKEN 17-7)

LF 4,600

0167 847214 6" TRAFFIC STRIPE TAPE (WARRANTY)

(BROKEN 36-12)

LF 17,300

0168 870112 INDUCTIVE LOOP DETECTOR (LS) LS LUMP SUM

0169 870136 ELECTRIC SERVICE FOR IRRIGATION LS LUMP SUM

0170 013420 TRAFFIC CENSUS STATION SYSTEMS LS LUMP SUM

0171 872131 MODIFYING LIGHTING SYSTEMS LS LUMP SUM

0172 872132 MODIFYING SIGN ILLUMINATION SYSTEMS LS LUMP SUM

0173 872133 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS LUMP SUM

0174 872134 MODIFYING RAMP METERING SYSTEMS LS LUMP SUM

0175 872135 MODIFYING TRAFFIC MONITORING STATIONS LS LUMP SUM

0176 046926 4" CONDUIT (BRIDGE) LS LUMP SUM

0177 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

999990 MOBILIZATION 9

018355 STORMWATER SAMPLING AND ANALYSIS (DAY) 13

015109 GRAVEL MULCH (CELLULAR CONFINEMENT) 20

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

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

014219 TRASH NET (END OF PIPE CONNECTION) 62

014220 TRASH NET (OPEN CHANNEL) 62

016050 TRASH NET (HEADWALL CONNECTION) 62

017909 CAPTURE HOUSING (TYPE A) (4<D=<5) 62

010892 REMOVE ROCK SLOPE PROTECTION 72

037591 REMOVE CONCRETE (TEXTURED PAVING) 73

037137 CONCRETE BARRIER MARKER 82

015299 ALTERNATIVE IN-LINE TERMINAL TL-3 83

038545 GREEN PAVEMENT MARKING 84

013420 TRAFFIC CENSUS STATION SYSTEMS 87

046926 4" CONDUIT (BRIDGE) 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 Overhead Sign on I-5 Off-ramp to Camino Las Ramblas and State Route 1(PM 6.8) in Orange County, prepared by Office of Geotechnical Design South, Branch C (Dated October 10, 2022)

2. Geotechnical Design Report for Overhead Sign on Northbound Interstate 5 Off-ramp to Camino Capistrano, prepared by Office of Geotechnical Design South, Branch C (Dated July 5, 2024)

3. Aerially Deposited Lead Site Investigation Report, prepared by Stantec Consulting Services (Dated August 13, 2024)

4. Materials Letter Report for 100% PS&E for I-5 Pavement Rehabilitation Project from San Diego/Orange County Line to Ortega Highway

5. Certified Small Business Listing for the Non- Small Business Preference (DOT OCR-0011)

6. Warranty Bond Form (TOTE-1)

7. Department Furnished Materials and Expenses (DFME) Items subject to Buy America

Available as specified in the Standard Specifications

a. Original Ground Topography (DGN)

b. Original Ground Surface (XML)

c. Design Alignment (XML)

d. Cross Sections (DGN and PDF)

e. Design Surface (XML)

f. Pavement Profile Smoothness Data Files

g. Bridge as-built drawings

Included with the project plans Log of test borings

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 12-0U9204 ORA-5-6.5/6.5 Northbound off-ramp at

Camino Las Ramblas.

Modify existing signal to add protected left turn phase and update curve warning signs.

12-0S7504 ORA-1-0.8/0.8 In the City of Dana Point on Doheny Park Road

Stripe Class II bike lanes and conflict zone green striping under SR 1 and through on/off ramps, add lighting and signage, enhance crosswalk visibility, and upgrade curb ramps.

12-0S2804 ORA-5-9.6/10.4 In San Juan Capistrano from Route 74 to south of Junipero Serra Road

Add a second auxiliary lane, changeable Message Sign (CMS), and overhead sign structures

12-0S3804 ORA-5-10.0/21.3 In San Juan Capistrano, Mission Viejo, Laguna Hills, Lake Forest, Irvine and unincorporated areas between El Horno Street and Interstate 405 (I-405) connector rehab pavement, restore drainage system, upgrade lighting, improve roadside access, replace overhead (oh) signs panels, improve complete street elements and install monitoring stations

12-0Q9904 ORA-1-0.0/0.9 In San Juan Capistrano, between I- 5 and San Juan Creek Bridge

Improve roadside worker safety, provide slope stabilization, and prevent soil erosion

12-0Q9904 ORA-5-0.0/9.6 In San Clemente and San Juan Cap on Rt 5 from the San Diego County Line to Rt 74

Install Clean California beautification items

12-0U2604 ORA-5-0.0/0.0 Various Install piezo and repair loops

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):

Southern California Regional Rail Authority (SCRRA) Metrolink runs parallel along the I-5 in the cities of San Clemente, Dana Point, and San Juan Capistrano.

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

Add to the end section 6-1.01:

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

1. Withhold from the next progress payment

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

Add to the beginning of section 6-1.02:

The Department furnishes you with:

1. Controller assembly for traffic signals including Model 2070LX controller, Model 2070-1C CPU card, Model 200 switch pack, Model 222 two channel loop detector, Model 342LX controller cabinet, and Battery backup system.

2.. Electronics assembly for battery backup systems as follows:

2.1. Inverter/charger unit

2.2. Power transfer relay

2.3. Manually-operated bypass switch

2.4. Battery harness

2.5. Utility interconnect wires

2.6. Battery temperature probe

2.7. Relay contact wires

The Department furnishes you with completely wired controller cabinets with auxiliary equipment but without controller unit 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

4. Is free of possible contaminants identified in the local material plan

5. Complies with the RWQCB's basin plan for the job site location 6 Complies with the RWQCB's water quality objectives for the job site location

6-1.03C Local Material Management Do not place local material until authorized.

If the Engineer determines the…