Special Provisions and Exhibits

SPECIAL PROVISIONS AND EXHIBITS

ADVANCED TRANSPORTATION AND CONGESTION MANAGEMENT TECHNOLOGIES DEPLOYMENT (ATCMTD) PROJECT

W.O. E1908688

4/2/2020

In and for the City of Los Angeles California

TABLE OF CONTENTS

SECTION 1. GENERAL PROVISIONS………………………………………….1

1-0 FEDERAL-AID PROGRAM REQUIREMENTS APPLICABLE LOCAL ASSISTANCE PROCEDURES MANUAL (LAPM) ADHERENCE 1-0.0 Statement of Completion 1-0.1 Disadvantage Business Enterprises 1-0.2 Minimum Wage Laws 1-0.3 Project Reporting 1-0.4 Project Performance and Invoices 1-1 SCOPE OF WORK 1-1.1 Related Specifications and Standards 1-1.2 Detailed Breakdown of Lump Sum Items and Payment 1-2 CONTRACT MILESTONES / SCHEDULING 1-2.1 Procure Equipment 1-2.2 Interconnect Cable and Conduit Installation 1-2.3 Interconnect Cable and Conduit Installation 1-2.4 Interconnect Cable and Conduit Installation 1-2.5 Interconnect Cable and Conduit Installation 1-2.6 Interconnect Cable and Conduit Installation 1-2.7 Interconnect Cable and Conduit Installation 1-2.8 Equipment Installation in Dash Buses 1-2.9 Furnish and Install Equipment 1-3 REFERENCES, ABBREVIATIONS AND DEFINITIONS 1-3.1 Cited References 1-3.2 Abbreviations 1-3.3 Definitions 1-4 CONTROL OF CONSTRUCTION 1-5 MAINTENANCE OF EXISTING SYSTEMS 1-6 MAINTENANCE OF EXISTING DEVICES AND FACILITIES 1-7 ADJACENT PROPERTY ACCESS 1-8 CONSTRUCTION AREA TRAFFIC CONTROL 1-9 CONSTRUCTION RESTRICTIONS IN THE PUBLIC RIGHT-OF-WAY 1-10 NIGHT AND WEEKEND WORK PROVISIONS 1-11 HOLIDAY SEASON WORK RESTRICTIONS 1-12 TEMPORARY PARKING RESTRICTIONS 1-13 EXCAVATIONS, UTILITIES AND PROJECT NOTIFICATION 1-13.1 Backfilling, Restoration of Excavations and Removal of Equipment and Material 1-14 SUBSTRUCTURE INFORMATION 1-15 COORDINATION WITH UTILITIES AND OTHERS 1-16 CONSTRUCTION PERMITS 1-17 ELECTRICAL HAZARDS 1-18 DELIVERY, HANDLING AND STORAGE OF PRODUCTS AND EQUIPMENT 1-18.1 Packing and Delivery 1-18.2 Handling 1-18.3 Storage i

1-19 MECHANICAL AND ELECTRICAL INSTALLATION 1-20 SALVAGE 1-21 AS-BUILT CONSTRUCTION PLANS 1-22 REQUEST FOR INFORMATION

SECTION 2. CONSTRUCTION DETAILS……………...…………….…………25

2-1 FURNISH AND INSTALL CONDUIT 2-1.1 Material 2-1.2 Installation 2-2 FURNISH AND INSTALL PULLBOXES 2-2.1 Material 2-2.2 Installation 2-3 FURNISH AND INSTALL COMMUNICATION SPLICE BOXES/VAULTS 2-4 REMOVE EXISTING CABLE AND/OR CONDUCTORS 2-5 FURNISH AND INSTALL INTERCONNECT AND VIDEO FIBER OPTIC CABLE 2-5.1 Material 2-5.2 Interconnect and Video Fiber Cable Installation 2-5.3 Interconnect Cable Tests and Tests of Existing Conduit 2-5.4 Interconnect Cable Continuity Test 2-5.5 Interconnect Cable Isolation Test 2-6 VIDEO AND COMMUNICATIONS SUBSYSTEM OVERVIEW 2-6.1 General Scope of Work 2-6.2 CCTV Pole 2-6.3 Modifications to Intersection Controller 2-6.4 Fiber Optic Cable Plan-Construction 2-6.5 Video Transmission Equipment 2-7 GENERAL REQUIREMENTS FOR VIDEO AND COMMUNICATION EQUIPMENT 2-7.1 Environmental and Seismic 2-7.2 Submittals 2-7.3 Electrical 2-7.4 Mechanical 2-8 CCTV SUBSYSTEM AND COMMUNICATION EQUIPMENT 2-8.1 General 2-8.2 Singlemode Video Transmitters / Receivers and Communication Equipment 2-8.3 Video Equipment 2-9 FIBER OPTIC CABLE – DATA AND VIDEO TRANSMISSION 2-9.1 Fiber Optic Cable Specifications 2-9.2 Fiber Optic Termination Equipment 2-9.3 Optical Power Budget 2-10 DIGITAL DATA TRANSMISSION 2-10.1 ATM Data Capacity 2-10.2 Chassis Assembly and Components 2-11 FIBER OPTIC CABLE INSTALLATION 2-11.1 Installation 2-11.2 Splicing 2-11.3 Connectors 2-12 FIBER OPTIC TEST PLAN 2-12.1 Test Plan 2-12.2 Test Procedures 2-12.3 Test Reports 2-12.4 Final Acceptance Tests 2-13 FURNISH AND INSTALL DETECTOR LOOPS 2-13.1 Material 2-13.2 Installation iii

2-13.3 Loop Tests 2-13.4 Loop and Lead-in Continuity Test 2-13.5 Loop Isolation Test 2-13.6 Shield Isolation Test 2-14 CONTROLLER AND INTERSECTION WIRING INSTALLATION 2-14.1 Controller and Cabinet 2-14.2 Foundation 2-14.3 Installation 2-14.4 Electric Service 2-14.5 Field Wiring 2-14.6 Communications Termination 2-15 CONTROLLER PICKUP NOTIFICATION 2-16 TRANSIT PRIORITY SENSOR UNIT 2-16.1 Specifications and Installation 2-16.2 Transit Priority Support Equipment 2-17 FURNISH AND INSTALL TRAFFIC SIGNAL EQUIPMENT 2-18 GROUNDING AND BONDING 2-18.1 Grounding 2-18.2 Bonding 2-19 COMMUNICATION HUB 2-19.1 Electric Service 2-19.2 Telephone Service in Hub Enclosure 2-19.3 Field Wiring of Communication Hub 2-19.4 Communication Termination 2-19.5 Conductor Identification 2-19.6 Material 2-20 STRIPING, PAVEMENT AND CURB MARKINGS 2-21 FURNISH AND INSTALL CMS SIGNS AND SIGN CONTROLLERS 2-22 RAILROAD PREEMPTION SIGNALS AND BATTERY BACKUP (BBS) 2-22.1 General 2-22.2 Operation 2-22.3 Battery System 2-22.4 Charging System 2-22.5 Warranty 2-22.6 Intelligent Serial Preemption Interconnection (I-SPI) 2-22.7 Coordination with PUC and Railroad Companies 2-23 FURNISH AND INSTALL SIGNS 2-24 INSTALLATION OF FLEXIBLE BOLLARDS 2-25 FURNISH AND INSTALL VIDEO DETECTION SYSTEM 2-26 FURNISH AND INSTALL BICYCLE SIGNAL HEADS 2-27 FURNISH AND INSTALL RECTANGULAR RAPID FLASHING BEACONS

ALLOWANCE “A” – LADOT DASH GREEN LIGHT ASSIST INFOSYSTEM INTEGRATION WORKSCOPE A.1 LADOT DASH GREEN LIGHT ASSIST INFOSYSTEM SOFTWARE DEVELOPMENT

EXHIBITS

1. COMPOSITE PULLBOX AND SPLICE VAULT

2. STANDARD PLAN S-477-2 “T-TRENCH AND PAVEMENT RESTORATION”

3. SHIELD CONNECTOR

4. OPTICAL SPECIFICATIONS

5. TYPICAL FIBER OPTIC TERMINATION HARDWARE(CORNING DESIGN) (IF ANY)

6. PUNCH BLOCK WIRING

7. VIDEO AND COMMUNICATIONS EQUIPMENT (IF ANY)

8. CCTV CAMERA LOCATION(S) (IF ANY)

9. LIST OF KNOWN REQUIRED CONSTRUCTION PERMITS (IF ANY)

10. LADOT SIGN SPECIFICATIONS NO. 82-044-04

11. BATTERY BACKUP SPECIFICATIONS (IF ANY)

12. TRANSPORTATION CONSTRUCTION TRAFFIC MANAGEMENT COMMITTEE (TCTMC) MAP(S)

13. HOLIDAY SEASON STREET CLOSURE RESTRICTIONS

14. K71 SELF ERECTING MARKER POST TECHNICAL SPECIFICATIONS (IF ANY)

15. RECTANGULAR RAPID FLASH BEACON (RRFB) SYSTEM PURCHASE SPECIFICATION (IF ANY)

16. TRANSIT PRIORITY SENSORS

17. PROJECT EQUIPMENT- PROCUREMENT LIST

18. PROJECT EQUIPMENT- MMITSS-LA PROCESSOR SPECIFICATIONS

19. PROJECT EQUIPMENT- RSU AND OBU SPECIFICATIONS

20. PROJECT EQUIPMENT- POE+ AND PS SPECIFICATIONS

21. PROJECT EQUIPMENT- POWER DISTRIBUTION UNIT AND CONTROL SPECIFICATIONS

22. PROJECT EQUIPMENT- CABLE AND CONNECTOR SPECIFICATIONS

23. PROJECT EQUIPMENT- SMART PEDESTRIAN SAFETY DETECTION SYSTEM

24. PROJECT EQUIPMENT- VEHICLE ROUTER AND ANTENNA SPECIFICATIONS

SECTION 1. GENERAL PROVISIONS

The City of Los Angeles, Department of Transportation (LADOT), acting as the Lead City Agency for the City of Los Angeles (CITY) has undertaken the Advanced Transportation and Congestion Management Technologies Deployment (PROJECT), which includes the installation of hardware and the preparation of software for a computer- controlled traffic signal system.

The contract proposal described herein includes the procurement and installation of conduit, cables, video cameras, video and data communication equipment, replace local intersection controllers, as well as modifying intersection signal wiring and equipment. The work described in the contract documents, plans, these Special Provisions, etc., are intended to enhance the safety of pedestrians, bicyclists, transit users and drivers who use these intersections.

1-0 FEDERAL-AID PROGRAM REQUIREMENTS APPLICABLE

This PROJECT must comply, in all applicable aspects pertaining to requirements and obligations of Local Agencies, with the State of California, Department of Transportation (CALTRANS)’s latest edition of Local Assistance Procedures Manual (LAPM), as a qualified Federal-Aid Program PROJECT. Therefore, the Contractor for this PROJECT will be required to assist the CITY to be in compliance. The latest edition of LAPM is available at CALTRANS website: http://www.dot.ca.gov/hq/LocalPrograms/lam/lapm.htm

This PROJECT incorporates the Federal Highway Administration (FHWA)’s Form 1273 (Required Contract Provisions, Federal-Aid Construction Contracts). As such, Federal requirements that include, but not limited to, Disadvantaged Business Enterprises (DBEs), Davis-Bacon Federal Wage Rates, Buy America, Liquidated Damages, etc., are an integrated part of this Contract.

Compliance with CALTRANS LAPM, and the City of Los Angeles, Department of Public Works, Bureau of Contract Administration’s (CON AD) Federal-Aid Program Policies and Guidelines are essential and mandatory. Compliance with LADOT-approved work schedule and contract milestones are mandatory. LADOT will provide written compliance notices to the Contractor periodically, and during all contract milestone stages throughout this PROJECT in this regard, should such written compliance notices be necessary.

Failure on the Contractor’s part for timely compliance with the CALTRANS LAPM, and/or general federal contracting rules on federal-aid program, and/or found to be not in accordance to LADOT-approved work schedule and contract milestones, will result in CITY notifying the Contractor with non-compliance written notices, with mandated constructive and corrective requirements or referral to rules or requirements, with stipulated liquidated damages designated to be at 15% per Chapter 12 of CALTRANS LAPM, and at $2,000 US dollars per working day, with progressive and compounding penalties toward PROJECT suspension, and ultimate PROJECT contract termination, within the established City contractual practice for Public Works Construction, to be enforced by CON AD, together with LADOT.

Should the Contractor’s failure found to be in serious non-compliance with the CALTRANS LAPM, or if circumstances prove to be the fault of the Contractor, and thereby results in LADOT being served with regulatory oversight notices relative to conformance and/or compliance, or risks of the CITY facing threats for funding de-obligation, by either CALTRANS and/or FHWA, a maximum penalty will be pursued by the CITY, under all applicable governing laws.

Any claims that relate to the PROJECT’s contractual agreements may be submitted to the Engineer. For the purpose of this PROJECT’s contract, LADOT is the authority for contract claims resolutions, with the participation of the Los Angeles City Attorney’s Office.

1.0-0 Statement of Completion

This section intentionally left blank.

1.0-1 Disadvantage Business Enterprises

This PROJECT shall give consideration for Disadvantage Business Enterprises (DBE) firms in the selection of subcontractors. The provisions of Title 49, Part 23, Code of Federal Regulations and the CITY adopted DBE Program requires DBEs to have an opportunity to participate in contracts funded through the federal government. The Contractor shall contact CON AD for details on DBE compliance. For more information go to the CON AD website at www.bca.lacity.org.

The CITY shall approve the selection of Sub-Contractors pursuant to the established CITY’s DBE procedure in compliance with federal and/or state requirements. All Sub- Contractors, to whom the Contractor transfers the performance of the PROJECT, shall be deemed as the Contractor’s agents, and no transfer or approval thereof shall be deemed to release the Contractor from its overall PROJECT delivery contractual obligations. The Contractor will be deemed to have the sole responsibility for the PROJECT.

1.0-2 Minimum Wage Law

This PROJECT shall comply with federal Davis-Bacon Minimum Wage Law, as applicable within the State of California, and as adopted and as modified by the City of Los Angeles Living Wage Ordinances. The CITY’s prevailing wages will be applicable toward this PROJECT and are enforceable through CON AD. For further information regarding the Wage Law compliance, see the CON AD website at www.bca.lacity.org.

1.0-3 Project Progress Report

This PROJECT shall comply with FHWA, CALTRANS, and CITY established monthly reporting process for the PROJECT based on Chapter 16 of LAPM. The Contractor must report to the Engineer 1 week prior to the reporting deadline on a monthly-basis until PROJECT Completion, as certified and accepted by the City of Los Angeles. See CALTRANS website at www.dot.ca.gov regarding reporting requirements. Additionally, the CITY may impose additional reporting processes. The Contractor must report to the Engineer monthly, or whenever requested by the Engineer, at the designated recurrent monthly date, to be specified by the Engineer.

At the minimum, the Contractor shall report monthly to the Engineer:

a. Percent of PROJECT completed as reported by the Contractor; the Engineer will either comment concurrence to Contractor’s report, or otherwise;

b. Total payroll in dollars, for the Contractor, and for each and every Sub-Contractor, for this PROJECT

c. The PROJECT’s DBE Goals, Commitments, and Monthly DBE Payments in dollars;

Failure on the part of the Contractor to report monthly will be deemed as failure to comply with Section 1.0 on Federal-Aid Requirements. The Contractor is required to report the above items a-c, as well as other information deemed necessary by the CITY.

1.0-4 Project Delivery, Monitoring, and Invoices

This PROJECT shall comply with CALTRANS LAPM requirement regarding Project Delivery, Monitoring, and Project Invoicing, especially Chapter 17 of the LAPM. All CALTRANS LAPM requirements in this regard are binding to the Contractor, except if and when Engineer specifically furnishes any other updated requirements in writing, which may clarify, supplement, or supersede languages of CALTRANS LAPM, whenever necessary and/or applicable for the circumstance and/or occasion. The Contractor is responsible to follow all City requests for information as may be required by the LAPM. For further information, see CALTRANS website; or any updated CALTRANS web-link:

http://www.dot.ca.gov/hq/LocalPrograms/lam/lapm.htm

LADOT is the agency with authority to approve all invoices and billings from the Contractor for accounts payables, subject to the Engineer concurring with the work, products, or services rendered for this PROJECT.

1-1 SCOPE OF WORK

The Contractor shall furnish all new and unused equipment and supplies, and perform all work necessary to install and test the complete communications interconnect and video fiber cable network between all specified points, modify intersection signal wiring and equipment, and do all other work as specified in these Special Provisions and shown in the Plans. The Contractor shall furnish, as part of this contract, all the items specified in the Exhibits and/or Allowances. These items, indicated in the Exhibits, may be revised upon the discretion of the Engineer.

The items indicated in these Special Provisions, Exhibits, and Allowances may also be revised, in writing, upon the discretion of the Engineer, when the Engineer determines that newer items that are technically compatible, within compatible price-ranges, with equal or better functions and/or features, as a result of emerging technological advances, become commercially available. The Contractor is required to submit prior written notifications 2 calendar weeks in advance, with a proposed list of items to be purchased, to the Engineer. The Contractor must secure the Engineer’s written approval for each proposed item prior to the Contractor ordering and/or purchasing listed items. 3

The Contractor may be required to purchase and install greater or lesser quantities of any and all items pre-estimated in these Special Provisions, Exhibits, and/or Allowances. Any quantity changes will be executed by Change Order from the Engineer. The Contractor may be required to purchase an updated version of equipment indicated in the Exhibits and/or Allowances. These changes will also be executed by Change Order.

Prior to ordering materials and equipment that is proposed for installation in a conflicting area of the project, the Contractor shall obtain approval from the Engineer.

The Contractor shall furnish and install hardware as specified herein and as indicated in these Special Provisions and on the Plans. Other items not specifically mentioned, but required to make local traffic signal control equipment fully operational and to meet the functional requirements, in the Plans and these Special Provisions, shall be furnished and installed by the Contractor. These items may include, but are not limited to, any additional hardware, terminal facilities, mounting hardware, wire, etc. These items shall be considered as incidental items; the costs for these items are included as part of the various bid items. Therefore, no separate payment shall be made.

Information regarding the location and procurement of all materials supplied by LADOT shall be obtained from the Department’s Controller Prep Lab at (213) 473-8468. A minimum of 30 calendar day notice is required for materials.

1-1.1 Related Specifications and Standards

All equipment and materials furnished or installed shall be new and unused, unless the Plans provide for the reuse and/or relocation of existing equipment. Equipment, materials and installation shall conform to the Standard Specifications for Public Works Construction (Standard Specifications) and to the Standard Plans unless otherwise specified on the Plans or these Special Provisions.

The Contractor shall also comply with the latest edition of LADOT’s traffic signal design manual, "Special Provisions and Standard Drawings for the Installation and Modification of Traffic Signals" (hereafter referred to as Red Book), including subsequent amendments, the latest edition of the California Manual on Uniform Traffic Control Devices (MUTCD), and the latest edition of the California Department of Transportation (Caltrans) Standard Plans and supplements. The Red Book may be downloaded from the LADOT website at:

http://ladot.lacity.org/sites/g/files/wph266/f/Red%20Book%20Binder.pdf

In all cases, the LADOT standards shall ultimately govern. Conflicts in the above referenced standards shall be interpreted and resolved by the LADOT General Manager, or his/her designated representative, such as the LADOT Engineer. All requests for information, and other contractual technical inquiries, shall be made via the LADOT Engineer. In any event, LADOT interpretation shall be final.

All materials used in the installation and/or modification of traffic signal systems shall conform to the latest LADOT Material or Purchase Specifications. These Specifications may be downloaded from the LADOT website at:

http://basic.cityofla.acsitefactory.com/sites/g/files/wph266/f/New%20Spec%20QPL% 2018-0821.pdf

The Contractor shall comply with the General Conditions and General Requirements, and Standard Specifications as amended by the City’s Brown Book.

1-1.2 Detailed Breakdown of Lump Sum Items and Payment

In accordance with Section 9-3 of the Standard Specifications, the Contractor shall submit to the Bureau of Contract Administration (CON AD) and LADOT a detailed schedule of bid items for which the Contractor wishes to receive progress payments. The Contractor typically will receive payment between 30 and 60 days after approval by CON AD and LADOT.

The Contractor will receive payment of the Contract Retention after approval by LADOT.

Adjustment of the bid quantities shall be per stipulated unit prices, unless the entire bid item is deleted.

1-2 CONTRACT MILESTONES / SCHEDULING

The Contractor should consult with the Engineer at the beginning of construction regarding the construction schedule. The Contractor must submit a full project schedule to the Engineer prior to the beginning of construction.

The Contractor must submit a daily schedule, electronically, to the Engineer and Inspector by 8:00 AM of any day that work is scheduled. The Contractor may not commence work until the Engineer confirms the receipt of the schedule. If work is cancelled for any reason, including weather, the Contractor must notify the Engineer by 8:00 AM. These daily schedules shall include the type of work, work location(s), and the names of personnel and their titles. The Contractor must also submit a schedule showing the proposed work for the upcoming two weeks (Look Ahead). This schedule shall be kept up-to-date as construction progresses.

Due to the significant amount of equipment and service procurement in this project, the Contractor shall not commence any mobilization and field work until the following conditions are met:

a. Submit a list with all proposed manufacturer names and equipment models with the manufacturer’s specifications compliant to or better than specifications shown in the Exhibits of these Special Provisions for the Engineer’s approval. b. At the discretion of the Engineer, the Contractor shall submit sample equipment to LADOT for validation of its compatibilities and interoperability with existing LADOT equipment and software. The Engineer reserves the right to reject any proposed equipment when it is deemed incompatible. The Contractor is responsible for re- submitting a new manufacturer equipment list, demonstrating plug and play compatibility with LADOT Systems, if necessary, and obtain approval of the list within 15 working days. c. Equipment listed in Exhibits 18, 19, and 20 shall be functionally integrated and considered to be a complete working system. The Contractor is required to 5

demonstrate that its proposed equipment readily interfaces and communicates with the ATSAC system before procurement. The Contractor will be paid in lump sum for Exhibits 19 and 20. d. Submit final pricing and quotes for all equipment and services specified in the Plans, Special Provisions, and Exhibits. e. Provide advanced notice to the Engineer prior to purchasing equipment and services. f. Receive approval from the Engineer prior to commencing mobilization and field work.

The PROJECT DELIVERABLES are described in the following Sub-Sections (Sections 1-2.1 thru 1-2.9):

1-2.1 Procure ATCMTD Equipment as shown in the Exhibits.

1-2.2 Interconnect Cable and Conduit Installation (See Plan Sheet 5 of 65) from 1358 Wilcox Av. to De Longpre Av. and Cole Pl.

1-2.3 Interconnect Cable and Conduit Installation (See Plan Sheet 5 of 65) from De Longpre Av. and Cole Pl. to Cole Pl. and Sunset Bl.

1-2.4 Interconnect Cable and Conduit Installation (See Plan Sheet 5 of 65) from Cole Pl. and Sunset Bl. to Sunset Bl. and Gower St.

1-2.5 Interconnect Cable and Conduit Installation (See Plan Sheet 5 of 65) from Sunset Bl. and Gower St. to Gower St. and Hollywood Bl.

1-2.6 Interconnect Cable and Conduit Installation (See Plan Sheet 5 of 65) from Sunset Bl. and Cahuenga Bl. to Cahuenga Bl. and Hollywood Bl.

1-2.7 Install ATCMTD Equipment (including but not limited to cameras, radios, cabinets, controllers, cables, connectors, vehicle routers, antennas and MMITSS) at the following locations:

1. Franklin Av. & Highland Av. (near Milner Rd.) (See Plan Sheet 7 of 65) 2. Franklin Av & Whitley Av (See Plan Sheet 8 of 65) 3. Hollywood Bl. & Whitley Av (See Plan Sheet 9 of 65) 4. Hollywood Bl. & Wilcox Av (See Plan Sheet 10 of 65) 5. Cahuenga Bl. & Hollywood Bl. (See Plan Sheet 11 of 65) 6. Hollywood Bl. & Ivar Av. (See Plan Sheet 12 of 65) 7. Hollywood Bl. & Vine St. (See Plan Sheet 13 of 65) 8. Argyle Av. & Hollywood Bl. (See Plan Sheet 14 of 65) 9. Argyle Av. & Yucca St. (See Plan Sheet 15 of 65) 10. Argyle Av., Dix St., Franklin Av. & Hollywood Fwy N/B on-ramp (See Plan Sheet 16 of 65) 11. Franklin Av. & Gower St. (See Plan Sheet 17 of 65) 12. Beachwood Dr. & Franklin Av. (See Plan Sheet 18 of 65) 13. Bronson Av. & Franklin Av. (See Plan Sheet 19 of 65) 14. Franklin Av. & Wilton Pl. (See Plan Sheet 20 of 65) 15. Franklin Av. & Garfield Pl. (See Plan Sheet 21 of 65) 16. Franklin Av. & Western Av. (See Plan Sheet 22 of 65) 17. Franklin Av. & Normandie Av. (See Plan Sheet 23 of 65) 18. Edgemont St. & Franklin Av. (See Plan Sheet 24 of 65) 19. Franklin Av. & Vermont Av. (See Plan Sheet 25 of 65) 20. Melbourne Av. & Vermont Av. (See Plan Sheet 26 of 65) 21. Hollywood Bl., Prospect Av. & Vermont Av. (See Plan Sheet 27 of 65) 22. Barnsdall Av., Maubert Av. & Vermont Av. (See Plan Sheet 28 of 65) 23. Sunset Bl. & Vermont Av. (See Plan Sheet 29 of 65) 24. Fountain Av. & Vermont Av. (See Plan Sheet 30 of 65) 25. Lexington Av. & Vermont Av. (See Plan Sheet 31 of 65) 26. Santa Monica Bl. & Vermont Av. (See Plan Sheet 32 of 65) 27. Edgemont St. & Santa Monica Bl. (See Plan Sheet 33 of 65) 28. Edgemont St. & Fountain Av. (See Plan Sheet 34 of 65) 29. Alexandria Av. & Fountain Av. (See Plan Sheet 35 of 65) 30. Fountain Av. & Normandie Av. (See Plan Sheet 36 of 65) 31. Fountain Av. & Hobart Bl. (See Plan Sheet 37 of 65) 32. Fountain Av. & Serrano Av. (See Plan Sheet 38 of 65) 33. Fountain Av. & Western Av. (See Plan Sheet 39 of 65) 34. Sunset Bl. & Western Av. (See Plan Sheet 40 of 65) 35. St Andrews Pl. & Sunset Bl. (See Plan Sheet 41 of 65) 36. Sunset Bl. & Wilton Pl. (See Plan Sheet 42 of 65) 37. Sunset Bl. & Van Ness Av. (See Plan Sheet 43 of 65) 38. Bronson Av. & Sunset Bl. (See Plan Sheet 44 of 65) 39. Gordon St. & Sunset Bl. (See Plan Sheet 45 of 65) 40. Gower St. & Sunset Bl. (See Plan Sheet 46 of 65) 41. Fountain Av. & Gower St. (See Plan Sheet 47 of 65) 42. El Centro Av. & Fountain Av. (See Plan Sheet 48 of 65) 43. Fountain Av. & Vine St. (See Plan Sheet 49 of 65) 44. Cahuenga Bl. & Fountain Av. (See Plan Sheet 50 of 65) 45. Cole Av & Fountain Av. (See Plan Sheet 51 of 65) 46. Fountain Av. & Wilcox Av. (See Plan Sheet 52 of 65) 47. Fountain Av. & Highland Av. (See Plan Sheet 53 of 65) 48. De Longpre Av. & Highland Av. (See Plan Sheet 54 of 65) 49. Highland Av. & Sunset Bl. (See Plan Sheet 55 of 65) 7

50. Highland Av. & Selma Av. (See Plan Sheet 56 of 65) 51. Hawthorn Av. & Highland Av. (See Plan Sheet 57 of 65) 52. Highland Av. & Hollywood Bl. (See Plan Sheet 58 of 65) 53. Highland Av., Johnny Grant Wy. & Yucca St. (See Plan Sheet 59 of 65) 54. Franklin Av., Franklin Pl. & Highland Av. (See Plan Sheet 60 of 65) 55. Hollywood Bl. & Western Av. (See Plan Sheet 61 of 65) 56. Beverly Bl. & Vermont Bl. (See Plan Sheet 62 of 65) 57. Normandie Bl. & Wilshire Bl. (See Plan Sheet 63 of 65) 58. Vermont Av. & Wilshire Bl. (See Plan Sheet 64 of 65) 59. De Longpre Av. & Western Av. (See Plan Sheet 65 of 65)

1-2.8 Install ATCMTD Equipment inside LADOT Hollywood DASH Buses (See Exhibit 17).

1-2.9 Furnish and install all equipment from Exhibits 16 thru 24.

1-3 REFERENCES, ABBREVIATIONS AND DEFINITIONS

Unless the context otherwise requires, wherever in these Special Provisions the following terms, abbreviations, and symbols, or pronouns in place of them, are used, the extent and meaning shall be as defined herein.

1-3.1 Cited References

Documents and publications are applicable to the extent cited in these Special Provisions. Where no specific issue or date of publication is given, the latest edition or supplement in effect on the date of advertisement of the Contract shall be considered to be the issue in effect.

ORGANIZATION NUMBER TITLE

ASTM A385 High Quality Zinc Coatings (Hot Dip)

ASTM D1248 Polyethylene Plastics Molding and Extrusion Materials

AT&T ----- Practice Standards on Lightguide Cable

EIA 250-B End-to-End Performance Standard (Modified)

EIA RS-455-62 Test Procedure

ICBO ----- Uniform Building Code

NEMA WC 3 Rubber-Insulated Wire and Cable for Transmission and Distribution of Electrical Energy

NFPA (NEC) 70 National Electric Code

CCITT G652 Test Procedures

1-3.2 Abbreviations

Except as abridged below, in the Contract Documents, and as indicated, the abbreviations used in these Special Provisions are in accordance with the following:

1. ANSI Y1.1, Abbreviations for Use on Drawings and in Text

2. IEEE Standard 260, Letter Symbols for Units of Measurement

Abbreviations pertaining to this project are:

1. ATSAC - Automated Traffic Surveillance and Control

2. BOE - City of Los Angeles, Department of Public Works, Bureau of Engineering

3. CALTRANS - State of California, Department of Transportation

4. CCTV - Closed Circuit Television

5. CMS - Changeable Message Sign

6. CON AD - City of Los Angeles, Department of Public Works, Bureau of Contract Administration

7. LADOT - City of Los Angeles, Department of Transportation

8. LAMC - Los Angeles Municipal Code

9. METRO - Los Angeles County Metropolitan Transportation Authority

10. MUTCD - Manual on Uniform Traffic Control Devices

11. NTP - Notice to Proceed

12. STREETSLA – City of Los Angeles, Department of Public Works, Bureau of Street Services

13. TPS - Transit Priority System

1-3.3 Definitions

Except as defined below, in the Contract Documents, and as indicated, the terminology used in these Special Provisions are in accordance with the following:

1. EIA Bulletin IEB1-62, Closed Circuit Television Definitions

2. EIA Recommended Standard 440-A, Fiber Optic Terminology

3. IEEE Standard 100, Dictionary of Electrical and Electronic Terms

4. IEEE Standard 812, Definitions of Terms Relating to Fiber Optics

Terms pertaining to this specification are:

1. Approval/Approved/Accepted - Written approval of the Engineer unless specifically stated otherwise.

2. Approved Equal/Equivalent - Offered, and approved by the Engineer, as a substitute in lieu of an item, material, or method that is specified.

3. Plans - The Contract Drawings.

4. Request for Information (RFI) – A form by the City for the Contractor to request information and/or clarification related to the plans, specifications, or contract requirements. RFIs are also submitted to request approval for minor deviations from contract requirements that do not involve any time or cost adjustment, and to obtain directions on how to proceed when there are conflicting contract requirements.

5. Change Order – A change resulting from modified/unforeseen conditions, errors and omissions, or changes in scope.

6. Pre-approved Change Authorization (PCA) – used to authorize a change in work or scope while maintaining the continuity of the project. It allows the Contractor to implement the work while the Change Order is being processed.

7. Hub - An LADOT communication facility either existing or to be constructed, which distributes/relays data and video information from remote camera sites and intersections within the project area to a central computer and CCTV monitors at LADOT.

8. Engineer - The General Manager of the Department of Transportation, or his/her designated representatives.

9. Inspector - The Director of the Bureau of Contract Administration, Department of Public Works or his/her designated representatives.

10. Electrician – The LADOT Electrician assigned to the project.

1-4 CONTROL OF CONSTRUCTION

It shall be the responsibility of the Contractor to observe all regulations and ordinances of the City as they apply to work in City streets, sidewalks and other rights-of-way. The Contractor shall schedule work to minimize periods of ineffectiveness of traffic control devices 10 and shall limit such periods to those during which work directly affecting such devices is in actual progress. The Contractor shall obtain the Engineer’s approval of the construction schedule, 5 working days prior to the start of construction activities.

Prior to installation of any project related work, the Contractor must obtain approval from the Engineer for the actual location of conduits, pullboxes and traffic signal equipment. In the case where the Contractor moves forward with construction without specific, prior approval of the Engineer, the Engineer reserves the right to make changes to that work at no additional cost to the City.

Whenever reference is made to any of the standards mentioned herein, the reference shall be construed to mean the code, regulation, ordinance and/or standard that is in effect on the date of advertisement of the Contract.

All costs related to the provisions of this section shall be included in the price paid for the various contract items of work and Change Orders. Therefore, no additional payment will be made.

1-4.1 Field Office

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1-4.2 Field Communications

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1-5 MAINTENANCE OF EXISTING SYSTEMS

Existing traffic signal equipment and interconnect systems, and street lighting shall be maintained in effective operation during the progress of the work. The Contractor shall notify the Engineer at least 2 working days prior to performing work on an existing system. Where new traffic signal equipment is to be installed within 6 feet of existing equipment (measured center to center) and a new foundation is called for, the Contractor shall furnish and install temporary traffic signal equipment for all phases, including supplemental equipment, as deemed necessary by the Engineer during the changeover to the new equipment. Temporary traffic signals shall have weighted base plates with an adjustable bolt pattern for angle installations. Temporary traffic signals must maintain easy pedestrian access to the temporary pedestrian pushbutton; the Engineer shall approve all such pushbutton installations where the distance from the edge of the pole to the edge of the weight is 18 inches or more. This may require the Contractor to mount the pushbutton at the outside of the weight, instead of on the temporary pole, to facilitate pedestrian access to the pushbutton. If the temporary pole is located over 5 feet from its original location, a separate temporary pedestrian pushbutton pole is required at a location acceptable to the Engineer.

Signal shutdowns shall not be permitted unless otherwise approved by the Engineer. In all cases, shutdown, flashing operation and turn-on will be performed by the Electrician and must be requested at least 48 hours in advance. The duration of temporary signal operation shall not exceed 70 days unless approved by the Engineer.

No more than 2 intersections shall be out of service at one time unless prior approval 11 is given by the Engineer. Shutdowns shall not occur at 2 adjacent intersections. The duration of shutdown shall not exceed 3 hours, unless otherwise approved by the Engineer, at any intersection. The Contractor shall schedule their work such that shutdowns are limited to 2 per intersection for the duration of the project.

Preliminary work associated with the signal shutdown shall be done prior to the actual shutdown in order to minimize the amount of time necessary for the completion of the work. Sufficient staffing and equipment shall be employed by the Contractor to minimize the shutdown period. Once a shutdown is affected, all work shall be diligently pursued without interruption until the signals are back in normal operation.

Temporary post-top traffic signal controllers shall be mounted on a weighted steel platform per LADOT Standard Drawing No. S-57.3 in the Red Book. At the Engineer’s discretion, the existing LADOT signal controller can be used for temporary operation during the construction stage.

The Contractor shall install and maintain overhead cable or wires to maintain existing signal operation when: 1) installing new conduit runs across the street; 2) replacing cable runs across the street; or 3) installing or replacing signal standards, foundations or heads.

1-6 MAINTENANCE OF EXISTING DEVICES AND FACILITIES

The Contractor shall protect and maintain all existing traffic regulatory, warning, guide, street name signs, (both of the intersection and advance types), signals and parking meters, including those temporary control devices which may be necessitated by the work. The Contractor shall notify the Engineer of any signs maintained by LADOT which cannot be properly protected. LADOT will remove, relocate, or reinstall signs and parking meter heads at the appropriate times at no expense to the Contractor. At locations where class "B" permits are applicable, the permittee will bear said expense as required by section 62.110 of the LAMC. The Contractor shall bear the cost of installation of all signs in place at the start of construction which are necessary to the traffic operation of the completed improvement and which are found to be missing or damaged upon completion of this work. This work shall be coordinated with the Engineer.

The Contractor will be responsible for the removal, furnishing, and installation of parking meter posts when required on the Plans or found to be missing or damaged upon completion of the work. When a new standard with a traffic signal mast arm is to be installed, the Contractor shall reinstall the existing primary street name sign per LADOT Standard Drawing No. S-457.0. The Contractor shall use a new bracket assembly to reinstall the existing street name sign onto the existing Type 1 Standard in conjunction with the traffic signal head upgrade (from 8-inch to 12-inch).

1-7 ADJACENT PROPERTY ACCESS

The Contractor at all times shall conduct his/her operation in such a manner as to ensure the safety of motorists, bicyclists, pedestrians and his/her own employees. The Contractor shall perform work in such a manner and sequence as to maintain all modes of transportation and pedestrian traffic at all times and to maintain access to adjacent private properties. If the Contractor observes that property access cannot be maintained for any reason, he/she must notify the affected property owners and the Engineer in writing prior to 12 commencement of the work.

1-8 CONSTRUCTION AREA TRAFFIC CONTROL

The Contractor shall furnish, install, and maintain all traffic control devices for directing, warning, and detouring traffic flow. Based on the Engineer’s discretion involving a specific location(s), (e.g. where civil work is involved), the Contractor shall furnish and implement a worksite traffic control plan, signed and stamped by a licensed Civil Engineer in the State of California, at no cost to the City. The Contractor shall coordinate this work in order to allow 14 working days to review and/or approve the worksite traffic control plan by LADOT. The City will not be responsible for delays in the contract if the worksite traffic control plan(s) requires multiple reviews. All construction area traffic control devices and installations shall conform to the latest editions of the California MUTCD, WATCH Manual, and/or Worksite Traffic Control plans(s).

The Contractor may be required to install additional construction area traffic control devices and advisory signs at the discretion of the Engineer. The locations of the signs shall be approved by the Engineer. The number of signs may be a combination of up to 10 static and 10 dynamic/changeable message signs. The size of the signs will be limited to 20 square feet. No additional payment will be made to the Contractor for the installation, maintenance or removal of these devices.

The Contractor is responsible for obtaining all permits and paying for all associated fees for work that falls under the Transit and Transportation Construction Traffic Management Committee (TCTMC) Streets of Significance. The Contractor shall include a $100,000 allowance for the TCTMC permit in the bid. The actual cost of the permit will be adjusted (negative or positive) by a Change Order. See Exhibit 12 and http://eng.lacity.org/permits/tctmc

1-9 CONSTRUCTION RESTRICTIONS IN THE PUBLIC RIGHT-OF-WAY

The Contractor shall comply with LAMC 62.61, and the requirements of the City of Los Angeles, Department of Public Works, Bureau of Engineering (BOE) Special Order No. 08- 0418 concerning Rush Hour Construction on City streets.

The Contractor shall not occupy more traffic lanes than necessary, as determined by the Engineer for active construction operations. When construction operations are not actively in progress, all traffic lanes shall be open.

For those streets that have posted peak hour “No Stopping” restrictions, there shall be no interference with traffic within the posted hours.

On all streets in the project area, there shall be no construction activity within the public right-of-way between the hours of 6:00 a.m. and 9:00 a.m., and between the hours of 3:00 p.m. and 7:00 p.m., Monday through Friday. At all other times on divided, major, and secondary highways, as shown on the City's General Plan Streets & Highways Designation Map or as updated at the BOE website, http://navigatela.lacity.org/navigatela/, a minimum of two through lanes of traffic in each direction on two-way streets shall be maintained. There shall be no interference with left turn lanes. At all other times on collector and local streets, as shown on the City's General Plan Streets & Highways Designation Map, one lane of traffic 13 in each direction on two-way streets shall be maintained.

Closure of streets as part of the work must be approved in advance by the City of Los Angeles, Board of Public Works, through StreetsLA, pursuant to provisions of the LAMC 41.20.

Any exception to BOE Special Order No. 001-0406 and the above restrictions shall require a Rush Hour Exemption Letter to be pre-approved by BOE, and will be the responsibility of the Contractor to obtain such Exemption. The Contractor shall first obtain the Engineer's approval at least 3 working days in advance prior to applying for that Exemption from BOE.

1-10 NIGHT AND WEEKEND WORK PROVISIONS

Any request to perform work during evening hours and on weekends shall require the Engineer’s approval 72 hours in advance. The Engineer reserves the right to request the Contractor to implement certain tasks during evening hours and on weekends at no extra charge to the City. If the Contractor encounters severe traffic conditions during daylight construction hours such that his/her employees and/or the general public may be subjected to unwarranted risks, the Contractor will be allowed to petition the Police Commission for permission to work at night, if the Contractor so desires, pursuant to LAMC Section 41.40.

1-11 HOLIDAY SEASON WORK RESTRICTIONS

Any work started before the City’s Holiday Moratorium (typically beginning around November 15) on designated streets shall be completed prior to that date. Construction of the remaining work on designated streets shall be deferred until the end of the Holiday Moratorium (typically around January 2) of the following year. Designated streets for the 2019-2020 Moratorium period are listed in Exhibit 13 of these Special Provisions. The Contractor shall follow the updated moratorium period for the construction year(s) of this contract. Go to http://eng2.lacity.org/holiday_moratorium/ for the latest version.

1-12 TEMPORARY PARKING RESTRICTIONS

Should temporary parking restrictions be required during the course of construction, it shall be the Contractor's responsibility to secure arrangements for the placement of any and all temporary parking restriction signs.

Arrangements for the order and placement of temporary parking restriction signs may be completed by contacting the LADOT's Special Traffic Control Section, (213) 485-2298. The fees required in connection with the placement of such temporary signs are the responsibility of the Contractor. The Contractor shall notify the LADOT Special Traffic Control Section to remove all temporary parking signs when they are no longer necessary.

1-13 EXCAVATIONS, UTILITIES AND PROJECT NOTIFICATION

All work, including trenching for conduit installation, shall be done in compliance with the Standard Specifications, the latest BOE Standard Plans, Sections 41.40, 112.03 and all other applicable sections of the LAMC.

Inspection by CON AD is required. The Contractor must call for inspection at least 24 hours before starting any work.

Telephone notification must be provided to DigAlert (call 8-1-1) at least 2 working days, not including the date of notification, prior to starting work on any section of excavation.

The Contractor shall pothole and verify the location and the depth of all utilities, including service connections, which have been marked by the respective owners and may affect or be affected by the Contractor’s operation. The Contractor shall provide a set of updated substructure drawings (including DigAlert markouts and all other substructure information), to the Engineer prior to excavations (see Section 1-14, SUBSTRUCTURE INFORMATION). Seven (7) days prior to implementation of any contract work, the Contractor shall obtain the Engineer’s approval of the work markout. The Engineer’s approval is based on the Contractor’s utility markout. At the discretion of the Engineer, the approved markout may vary from that shown on the construction plans due to field conditions. If necessary, adjustments to the contract shall be made through a Change Order using Stipulated Unit Prices. If the Engineer determines that it is more appropriate, payment may be made using Time and Material, or Negotiated Prices. Prior to the issuance of a Change Order, the Contractor must obtain a Pre-approved Change Authorization (PCA). The PCA authorizes the proposed change in work or scope while maintaining the continuity of the project. It allows the Contractor to implement the work while the Change Order is being processed.

All residents and businesses along the affected streets shall be notified of the nature, scope of work, contact phone numbers, and project schedule by flyers and/or the posting of construction advisory signs. The flyer shall be approved by the Engineer and delivered a minimum of 7 days prior to commencement of any construction. Additionally, residents and businesses must be notified not less than 48 hours prior to excavation on their streets with a similar flyer detailing when the excavation work will be completed. The Engineer shall approve the content of the flyers and/or the construction advisory signs (see Section 1-8, CONSTRUCTION AREA TRAFFIC CONTROL).

Residents must be notified immediately of any damage affecting their property, and repairs must be promptly made. Same day repair of damaged utility services is required.

1-13.1 Backfilling, Restoration of Excavations and Removal of Equipment and Material

All work shall conform to the latest BOE Standard Plans and the Standard Specifications. The Contractor shall follow the latest Standard Plan S-477-2. See Exhibit 2. The BOE Standard Plans and Section 701-7 "Excavation and Backfill" of the Standard Specifications shall be modified by the addition of the following:

All excavations for the installation of foundations, conduits and pullboxes, and removal of old systems, shall be backfilled, compacted and restored to match adjacent areas and excess material removed from the job site within the calendar days prescribed in the following Table I. The number of days allowed commences with the start of excavation, unless otherwise approved by the Engineer. All trenching activity, commenced each day, shall be fully backfilled to the finished surface grade at the end of the day; final resurfacing shall be completed within 5 working days. All streets and trenches shall be maintained in safe condition until final resurfacing. When trenching is performed in a dirt area, the trench area shall be backfilled with one-sack slurry mix. 15

A one-sack slurry mix shall be used to backfill foundation holes created as a result of removing the existing foundations. If the area excavated for a new foundation is deemed to have unstable soil as determined by the Engineer, then the area excavated shall be backfilled with one-sack slurry mix, 24 hours prior to re-excavation for the new foundation. Where the new foundation is within 3 feet of the existing foundation, the removal and backfill of the existing foundation shall occur prior to the installation of the new foundation.

TABLE I

BACKFILLING, RESTORATION OF EXCAVATIONS AND REMOVAL OF EQUIPMENT AND MATERIAL

)

s y

da Excess Equipment and/or Material removed from job site (days) Permanent Resurfacing (

Backfilled and Compacted or covered (days)

1. Parkway: Pilot Holes and Daily

Jacking Pits (1) (2) Daily 3 7

2. Roadway Excavations (1)(2)(3) Daily 3 -

3. Existing Foundation and Pullbox Daily 3 7 Removals

4. Existing Standards (poles) and misc. 3 - - equipment

5. New Foundation Installations 3 - 3 (excluding caps)

6. New Pullboxes: Excavation and Placement Daily 5 7

(1) Excavation for jacking pits and excavations within roadways shall be backfilled and compacted in accordance with Subsection 301-1.3 of the Standard Specifications.

(2) Approved protective plates/covers shall be placed immediately at the end of each day until excavations are no longer needed.

(3) Temporary asphalt concrete (cold mix) shall be placed immediately after the backfill is compacted in accordance with subsection 306-13.1 of the Standard Specifications.

The previous requirements do not relieve the Contractor of his/her obligation to properly place warning signs and barricades as well as maintain the job site in accordance with Subsections 7-9 and 7-10 of the Standard Specifications, the latest editions of the California MUTCD, WATCH manual, and/or the Worksite Traffic Control Plan, if required.

If the times specified in Table I are exceeded, the Contractor (as directed by the Engineer) shall stop all other work until the restoration work is brought into compliance. Contract time will continue to be charged during such periods.

Where field conditions are such that these Special Provisions are conflicting, the Engineer shall be notified immediately.

Where excavations occur in the sidewalks or other pedestrian ways, the Contractor shall provide a safe and orderly pedestrian passage around the excavation area. The pedestrian passage shall not subject pedestrians to hazards from traffic or construction operations, or cause pedestrians to walk upon unsuitable or hazardous surfaces.

1-14 SUBSTRUCTURE INFORMATION

The Contractor shall review the original, master substructure maps and the substructure/excavation permit records in order to obtain the latest information regarding the location of sub-surface utilities and obstructions. Such maps and records are available at the Bureau of Engineering's Substructure and Excavation section counter. The Contractor shall be responsible for any damage to substructures shown in the maps or records. Where substructure information is not available, records may be obtained at the Central Records Section, Bureau of Engineering, 1149 South Broadway (Basement), Los Angeles and/or the respective utility organization.

The City makes no representation as to the exact depth and location of any existing utility or other substructure. It is the Contractor's responsibility to pothole in order to ascertain the exact depth and location of any and all utilities or other substructures which may affect the Contractor in the performance of his/her work, and no additional compensation will be made to Contractor for any existing utility or other substructure which may affect the Contractor in the completion of this contract.

1-15 COORDINATION WITH UTILITIES AND OTHERS

The Contractor shall coordinate all work with the utility companies. The Contractor shall be responsible for any damage to the utilities caused by work performed by the Contractor. The City will not honor any claims for damages caused to utilities as a result of Contractor activities. The Contractor, when performing work on the property of any utility, shall conform to the rules, regulations and procedures of the utility concerned.

The Contractor shall be fully liable for any and all expenses incurred as a result of his/her failure to obtain required clearances or location of utilities, or resulting from performance of work, which does not meet the applicable utility standards.

The Contractor shall coordinate with all jurisdictions.

The Contractor shall notify FilmLA at [email protected] at least 5 working days 18 prior to construction to coordinate with filming activities.

The Contractor shall schedule and coordinate work with the Engineer when there are conflicting special events within the project area.

1-16 CONSTRUCTION PERMITS

The Contractor shall obtain any required construction permits from the appropriate agency (not limited to City, County, State, railroad companies, and all other jurisdictions or private entities). The Contractor shall secure and pay all fees for permits, inspections and licenses which may be required in the performance of this Contract and shall comply with any agency conditions (such as requiring the Contractor to work at night, on weekends, work overtime, provide lane closures, etc.) at no additional cost to the City. Delays to Contractor's work due to agency causes shall not result in Contractor claims against the City.

The Environmental Quality Act of 1970 (Chapter 1433. Stats. 1970), as amended by Chapter 1154, Stats. 1972 may be applicable to permits, licenses and other authorizations which the Contractor must obtain from local agencies in connection with performing the work of this Contract.

The Contractor shall comply with the provisions of said statutes in obtaining permits, licenses and other authorizations, and they shall be obtained in sufficient time to prevent delays to the work.

State and/or other encroachment permits may be required for this project. Permits for tree removal, relocation of water and gas meters, as well as other utility facilities may also be required for this project.

1-17 ELECTRICAL HAZARDS

All equipment requiring insulation in order to prevent danger to life or property shall be thoroughly insulated by the Contractor at his/her own expense. Lamps, wires, conductors and other moveable equipment shall be placed in such locations and in such a manner that will prevent unauthorized persons from handling or tampering with them. Ladders, guards, etc. shall not be left attached to or resting against posts or poles.

1-18 DELIVERY, HANDLING AND STORAGE OF PRODUCTS AND EQUIPMENT

1-18.1 Packing and Delivery

Products and equipment shall be packed to permit convenient delivery and handling and to protect against loss or damage during shipment. Products shall be shipped to the site in unopened containers or marked packages in an approved manner.

A. Plug-in boards and assemblies shall be shipped separately from the wired racks in which they are to be used.

B. Racks and other equipment shall be properly crated and shipped in sections of a size to permit ready access to the installation locations. 19

C. Racks, housings, and other heavy deliverable items shall be crated or on pallets to permit handling by the material handling equipment available at the site.

D. Small or fragile parts shall be shipped separately in boxes or crates.

E. Materials and parts sensitive to dampness shall be specially wrapped to prevent moisture damage.

F. Contract number, Contractor's name, part number, package number, and storage and handling instructions shall be plainly marked on the outside of each package, container, crate, or pallet item on at least two faces.

G. Detailed packing lists of the contents of packages containers, crates, or pallets shall be maintained. Where carload shipments are made, routing and car identification shall be shown.

1-18.2 Handling

Avoid bending, scraping, or overstressing products. Protect projecting parts by blocking, bracing, or other approved methods.

1-18.3 Storage

A. Store materials and equipment in a secure area, protected from inclement conditions and construction activities. Store materials off the ground. Provide adequate fire protection equipment at the storage site to safeguard materials. The entire area shall be kept neat and clean.

B. Small or fragile parts shall be kept separate in factory wrappings until installation and shall be stored in boxes or crates, with appropriate labels attached.

C. Reels of cable, with ends properly sealed, and other items not subject to damage by weathering may be stored at exterior locations.

D. Storage provisions shall be subject to approval by the Engineer.

1-19 MECHANICAL AND ELECTRICAL INSTALLATION

Install items in their proper locations, as indicated on the approved shop drawings, plumb, level, and in true alignment with related and adjoining work. Do not weld electrical fixtures or fittings for attachment or support.

Install supporting members, fastenings, framing, hangers, bracing, brackets, straps, bolts, and angles, as required, to connect rigidly to construction.

Control erection tolerances so as not to impair the strength, safety, serviceability, and appearance of the installation.

Install single conductors and multiple-conductor cables in raceways.

Install switches, receptacles, special-purpose outlets, and cover plates complete, in a neat manner, and in accordance with the NEC and local electrical codes.

Connecting blocks, or terminations, throughout the entire communications system shall have properly completed designation strips attached.

Install metallic conduit in accordance with the NEC and as specified herein. Do not use conduit smaller than 2 inches in diameter.

Make conduit bends in accordance with the NEC unless otherwise indicated. Pitch conduit so that any moisture will be drained to the nearest outlet or pullbox.

Provide expansion joints in conduit runs, where required, to compensate for thermal expansion.

Mount outlet boxes so that the long axes are vertical.

Install communications system wire and cable in accordance with manufacturer's recommendations and applicable codes and standards.

Use minimum bending radius as permitted by Appendix H of ICEA S-19/NEMA WC 3 and cable manufacturer's recommendations.

Cable connection at equipment locations shall be via connector. Cable-to-cable connectors shall be supported by an approved rigid support attached to an equipment rack.

Dewater and remove dirt and trash from trenches, pipe, manholes, pull chambers, cable troughs, conduits, and duct banks prior to and during installation of cable.

When pulling cable, use an approved wire cable grip extending not less than 18 inches from the end of the cable. The pulling device shall have clutch set to slip at 50 percent of the weight per 1,000 feet of cable being pulled and shall be equipped with a dynamometer which indicates pulling force.

1-20 SALVAGE

All above ground traffic signal equipment not remaining in service shall be salvaged and the surrounding area restored to match the adjacent surface and grade. The following salvaged items shall remain the property of the City:

 Programmed visibility (PV) heads  GPS equipment  Traffic signal controllers and all internal parts  CCTV cameras and video transmission equipment  Existing ATSAC Communication Hub equipment  Caltrans type and camera poles and arms, if requested by the Engineer  Accessible Pedestrian Signals (APS)

 Bicycle heads  Speed Feedback Signs (SFS)

The Contractor shall deliver all salvaged traffic signal equipment belonging to the City to the following locations:

A. All PV heads, Caltrans type and camera poles and arms, SFS, Bicycle heads:

Valley Yard 14832 Raymer St. Van Nuys, CA 91405

B. Controllers, GPS Equipment, and APS:

Piper Technical Center 555 Ramirez St., Space 100 Los Angeles, CA 90012

C. CCTV cameras and Video Transmission Equipment; ATSAC Communication Hub Equipment and Accessories:

Piper Technical Center (deliver to ATSAC Electricians only) 555 Ramirez St., Space 100 Los Angeles, CA 90012

All other salvaged poles are the property of the Contractor.

When a controller is to be salvaged as indicated on the Plans, the Electrician shall remove the controller and any other equipment from the cabinet as they see fit. The cabinet and any associated remaining equipment will then become the property of the Contractor and shall then be salvaged.

Salvaged cable and other below ground equipment are the property of the Contractor, and the salvage value must be considered when calculating the project bid. New poles and traffic signal heads already purchased for the project, but subsequently not installed, shall be returned to the LADOT Valley Yard. Other new material not used shall be deleted per Stipulated Unit Prices.

The Contractor shall notify the Material Control section of LADOT at (213) 928-9636 five (5) working days prior to the delivery of the salvaged equipment from the job site to the appropriate City yards and/or facilities.

The Contractor shall be responsible for maintaining in good condition, all salvaged traffic signal equipment, CCTV and ATSAC Communication equipment, to LADOT, until delivery to an LADOT storage yard is completed. The Contractor shall replace in kind all such equipment determined by the Engineer not to be in satisfactory condition at the time of delivery.

In the case that any work is deleted from this contract, the already purchased material for the deleted work shall be considered salvage material. Such material shall be labeled 22

"NEW" when delivered to the appropriate City yard.

1-21 AS-BUILT CONSTRUCTION PLANS

Prior to the Final inspection, the Contractor shall submit complete set(s) of As-Built plans to the Engineer. The Final inspection shall not be scheduled until the approval of the As-Builts by the Engineer. Any deviation to this shall be at the discretion of the Engineer.

The As-Built plans shall be accurately and legibly marked with any deviation or change from the original contract plans. Three colors shall be used on the As-Builts. Red shall indicate changes to existing and proposed facilities. Green shall indicate the use of existing facilities that are on the original design plan, those that are not shown, in a different location, and those that were proposed on the plan but had previously been installed on another project. Black shall indicate unchanged facilities on the design plan that are enlarged and drawn to the side. Changes that cannot fit on the original design plan shall be drawn on the back of the plan. The use of separate pages will not be accepted. The traffic signal symbols shall comply with the Legend on the plans and/or the latest edition of the Red Book, including subsequent amendments.

Each sheet shall be stamped “As-Built” to indicate that the submitted plans reflect the actual as-constructed conditions based on the construction completion date. The dates for the construction completion and/or individual signal activation date shall be shown on each plan sheet. All sheets shall be signed by the Contractor, Inspector, and Engineer.

The As-built plans shall be maintained in a location specified by the Engineer and updated daily by the Contractor as construction progresses. Access to the plans shall be provided to the Engineer at all times. The Contractor and Inspector shall initial and date the As-Builts each time they are updated. The Engineer will then review the plans within 10 working days.

No progress payment will be made unless the As-Built plans are up-to-date. If a progress payment(s) is withheld, the Contractor is still obligated to continue construction based on the prioritized work as directed by the Engineer. If the As-Built plans are not up- to-date, the Engineer has the discretion to cease all construction until they are updated.

The final As-Built plans shall be approved by the Engineer, within 15 working days, if no corrections are needed. The Engineer’s approval date will continue to extend, by an additional 15 working days, until all of the errors have been eliminated. Once the As-built plans have been approved, a hard copy with wet signatures and a scanned electronic copy shall be submitted to the Engineer.

1-22 REQUEST FOR INFORMATION

A Request for Information (RFI) shall be submitted to the Engineer using the appropriate form. If the Contractor submits a request that is not clear, the Contractor may be asked to resubmit a revised RFI. The Engineer will review the RFI within 7 working days.

If the RFI requires extensive engineering review and research, if possible, the Engineer will make a determination whether to delete that portion of the work from the contract or adjust the contract time based on the contract schedule.

SECTION 2. CONSTRUCTION DETAILS

2-1 FURNISH AND INSTALL CONDUIT

2-1.1 Material

Unless otherwise specified, PVC schedule 80 conduit shall be used for all installations, except for service conduits and BSL conduits, or as indicated in the plan, or as required by conditions of permits issued by other agencies or jurisdictions. This rigid non-metallic conduit shall conform to the requirements of UL standards for Rigid Non-Metallic Conduit (publication UL 651) and shall be installed in an open trench only.

Galvanized rigid steel conduit shall be used for service risers and service conduits (115 VAC) in exposed areas and in locations as indicated in the plan, or as required by conditions of permits issued by other agencies or jurisdictions. The rigid steel conduit shall conform to the requirements of paragraph, 701-12.2 of the Standard Specifications. Each length of conduit shall be free from warps, kinks, and bends except as provided for in the Plans.

2-1.2 Installation

Conduit installation shall conform to the provisions of Section, 701-12, "Conduit", of the Standard Specifications. The work shall include, but not be limited to, removing surface material; trenching; furnishing and placement of conduit, fittings, bends, bushings and other material that may be required; backfilling; surface restoration; providing entrances to new and existing pullboxes; providing entrances to controller cabinets and to splice boxes; modification of existing foundations for conduit entrances; modification of existing conduit runs for installation of pullboxes or conduit extension; bonding and grounding; cleaning entrances to areaways; and furnishing all labor, tools, equipment, materials, storage, transportation and other incidentals necessary to complete the work.

The following symbols on the Plans indicate if the jacking or trenching method is to be used to install conduit.

Jacking:

Trenching:

Jacking (drilling) is defined as a method of installing conduit by assembling the conduit at the foot of an access shaft and pushing it through the ground.

All other methods to install conduit shall be approved by the Engineer.

PVC conduit runs in asphaltic and concrete roadways and in unpaved areas shall be installed in open trench using earth saw methods. The solvent weld type of joint shall be used

25 to connect PVC conduit, per 700-3.5.4 of the Standard Specifications.

The Contractor shall note that BOE has issued a new Standard Plan for trenching, S- 477-2. See Exhibit 2. Trenches shall be cut by a machine that will produce a smooth edge cut in the pavement. The trenching machine shall be shielded and equipped to prevent dust and scattering of loose material. However, when permitted, PVC conduits may be installed using the directional boring method. Concrete pavement serving as bus pads, spandrels, cross gutters, local depressions or wide gutters shall not be cut. At these locations, the conduit shall be installed by the jacking or drilling method. The Engineer shall approve exceptions to the above requirements.

All proposed conduits that are installed across a roadway and are perpendicular to the gutter and/or curb face, cross conduit, shall use the jacking or drilling method. The directional boring method may be used, in lieu of drilling, for the installation of cross conduits if they are not part of a continuous run without a change in contract cost. However, for all proposed conduits that are installed across a roadway but are a part of a continuous run and are parallel to the gutter and/or curb face, the method of installation shall be determined by the Engineer.

Conduit bends for all interconnect, fiber optic, system or bus detector runs shall have a radius of 3 feet, unless otherwise noted. With the exception of street lighting conduit, all proposed conduits shown together in the street shall be installed in a common trench.

1. General Installation Notes

A. All proposed interconnect conduits shall be 3-inch diameter, unless otherwise noted in the Plans.

B. Existing interconnect conduits are 1.5-inch, 2-inch, or 3-inch diameter, unless otherwise noted in the Plans.

C. Proposed fiber optic conduits are 3-inch diameter, unless otherwise noted in the Plans.

D. Distances between interconnect pullboxes shall be a maximum of 300 feet.

E. Distances between fiber optic pullboxes shall be a maximum of 600 feet.

F. In all Type 3 pullboxes, Composite pullboxes and pullboxes with steel covers, there shall be 10 feet minimum of extra looped cable. Double deep pullboxes shall contain 30 feet minimum of extra looped cable for each cable entering or leaving the pullbox. If the minimum amount of cable cannot be met, the Engineer will have the discretion to determine the length.

G. Install Fiber Optic Splice Boxes/Vaults with watertight interconnect splice enclosures at approximately 1,500 foot intervals as shown on Plans for copper interconnect splicing. Video fiber may also share this Splice Box/Vault with the copper interconnect. Video fiber may be spliced at approximately 6,000 foot intervals as shown on the Plans. Copper 26

interconnect slack shall be approximately 20 feet for each leg entering a waterproof splice enclosure. Video fiber slack shall be 50 feet for each leg entering a video splice enclosure, or approximately 100 feet if splicing is not required.

Install Fiber Optic Splice Boxes/Vaults with waterproof punchdown splice enclosures at approximately 3,000 foot intervals as shown on Plans for fiber optic splicing. Actual splicing of fiber optic cables may be made at approximately 6,000 foot intervals. Fiber optic slack shall be approximately 50 feet for each leg entering a fiber optic splice enclosure, or approximately 100 feet if splicing is not required.

For the Fiber Optic Pullboxes and Splice Boxes/Vaults, the Contractor shall install 24” x 36” x 18” Polymer Concrete Composite pullboxes and 30” x 48” x 18” Polymer Concrete Vaults as shown in Exhibit 1. Each pullbox shall contain minimum of 30 feet of Fiber slack and 100 feet of Fiber slack in each splice vault.

H. At the Engineer’s discretion, proposed conduit(s) across a bridge may be installed under the bridge sidewalk, within the bridge deck or the face of the bridge railing. At the Engineer’s discretion, the above installation may have to be in conformance with Caltrans, Los Angeles County Public Works or other jurisdiction requirements.

I. Notify the Engineer and the Electrician at (213) 473-8469 prior to the modification of a Communication Hub.

2. Installation in Roadways

A. Interconnect, fiber optic, system and bus detector loop conduits shall be installed at a consistent vertical and horizontal alignment with a minimum cover (below the established edge of the gutters) of 18 inches, unless otherwise specified on the Plans.

B. All cross conduits shall be installed with a minimum cover of 30 inches, regardless of load. Installation to a depth greater than 4 feet requires approval by the Engineer.

C. Conduits containing traffic signal load wires (115 volts) shall be installed at a consistent depth, with the minimum and maximum depths as per Section 701-12.1 of the Standard Specifications.

D. Proposed conduits to be installed at a distance measured from curb face. If no dimension is shown, install conduits along edge of gutter (typically 2 feet from curb face).

Conduit trenches approximately 4 to 6 inches wide may be excavated at locations shown on the Plans, using earth saw methods.

Where there is no gutter or there is a gutter less than 24 inches in width, 27

the trench shall be at a distance from the existing or future curb face of 48 inches in concrete streets and 36 inches in asphalt concrete streets (which will accommodate the construction of a 24-inch wide gutter sometime in the future), or as shown on the Plans. Removal and replacement of all pavement between the trench and the edge of the existing pavement shall be done at the discretion of the Engineer.

On Major or Secondary highways, the asphalt concrete pavement resurfacing shall conform to the Standard Specifications.

On all other asphalt concrete streets or alleys, the upper 3 inches of trench shall be completed with material matching the existing pavement. Major and Secondary Highways are shown on the City's General Plan Streets and Highways Designation map.

Portland Cement Concrete (PCC) roadway resurfacing shall be a minimum of 6 inches thick and 24 inches wide for all classifications of roadway.

Concrete pavers and/or other special types of street wearing surfaces, and special decorative sidewalks paved with materials other than asphalt concrete or PCC shall also be completed with material matching the existing street, gutter, or sidewalk. The Contractor must receive approval from Engineer prior to performing the work.

E. Concrete pavement serving as bus pads, spandrels, cross gutters or local depressions shall not be cut. In addition, concrete curbs and gutters (regardless of gutter width) shall not be cut. At these locations, the conduit shall be jacked or drilled.

F. It is desirable to maintain a straight alignment. Routing of a conduit at a bus pad or at any other protrusions beyond the gutter edge must be approved by the Engineer. It should be noted that some installations may require locations in back of the curb. Locations where conduits are within 1 foot vertically and 2 feet horizontally from, or otherwise in conflict with, existing utilities will not be permitted.

G. Backfill may be PCC, when required by the Engineer, or a one-sack sand-Portland Cement slurry mix. PCC backfill shall be a 520-C-2500 mix with a 4-inch maximum slump. For PCC, calcium chloride must be added up to the maximum amount allowed by Section 201-1.2.4 of the Standard Specifications.

3. Installation in Sidewalks/Parkways

A. Conduit installations in sidewalks/parkways, when using the drilling or trenching method, shall have a minimum cover of 16 inches below the surface (LAMC Section 62.04). If the directional boring method is permitted by the Engineer, the conduit depth shall have a minimum cover of 22 inches below the surface. 28

B. All existing improvements in parkways, including landscaping and sprinklers, shall be protected from damage or injury, or restored to pre- construction condition if damaged during construction.

2-2 FURNISH AND INSTALL PULLBOXES

2-2.1 Material

Pullboxes shall conform to LADOT Standard Drawing No. S-78-5.1 or S-78.5.2. Unless otherwise shown on the Plans, pullboxes shall be Type 3. Pullboxes with steel covers shall be utilized where no curb exists. Where a Fiber Optic pullbox is shown on the Plans, the Contractor shall install 24” x 36” x 18” Polymer Concrete Composite pullboxes and 30” x 48” x 18” Polymer Concrete Composite vaults as specified in Exhibit 1. At intersections with a camera or video detection, the video fiber disconnect shall be in a double deep Type 3 pullbox located near the controller cabinet, if shown on the Plans.

2-2.2 Installation

Installation shall conform to the provisions of LADOT Standard Drawing Nos. S-78.5.1, S-78.5.2, S-78.8, and shall consist of furnishing and installing all necessary equipment and materials to complete the installation of pullboxes or splice boxes/vaults in accordance with the Plans. Work shall include, but not be limited to, removal of surface material; excavation; furnishing and replacement of pullbox gravel sump, grout, cover and backfill; restoration of surface area; provision of conduit entrances; furnishing and installing support hardware; and furnishing all labor, tools, equipment, material, storage, transportation and other incidentals necessary to complete the work. Pullboxes are to be installed with the long dimension parallel to the curb.

2-3 FURNISH AND INSTALL COMMUNICATION SPLICE BOXES/VAULTS

No new Communication Cabinets are installed on this project. Instead, the Contractor shall furnish and install Fiber Optic Splice Boxes/Vaults with ground rods. In the case where a Polymer concrete composite splice box is used to replace an existing pullbox, the Contractor is responsible for adjusting the height of all the existing conduits in order to facilitate the installation of the splice box/vaults.

The Contractor shall furnish all materials and equipment, and shall perform all work necessary for a complete communications network system, including installation of foundations, conduit entries, pullboxes and wiring.

The Contractor shall contact the ATSAC Signal System Supervisor at (213) 473-8469 or the Engineer regarding selection of an appropriate sealed re-enterable splice enclosure with terminal blocks for copper cable. Unless otherwise specified, video fiber shall be spliced in a Fiber Optic Spice Box/Vault as shown on the Plans, using an approved fiber optic splice enclosure.

2-4 REMOVE EXISTING CABLE AND/OR CONDUCTORS

The item, "Remove Existing Cable and/or Conductors", shall consist of removing and 29 salvaging existing City interconnect or signal cable in conduit as shown in the Plans or as directed by the Engineer. Work shall include, but not be limited to, furnishing all labor, tools, equipment, transportation, storage and other incidentals necessary to complete the work and dispose of the material as specified.

When removing conductors/cables from existing conduits, the pull on conductors/cables shall be in-line with the axis of the conduit, and the conductors/cables shall not rub on the edge of the conduit opening.

A mechanical pulling device, such as a GREENLEY cable pulling device, shall be used for all conductor/cable removals, except when hand-pulling is feasible. Conduits shall be air- blown clean and the conductors/cables lubricated when required to facilitate removal.

2-5 FURNISH AND INSTALL INTERCONNECT AND VIDEO FIBER OPTIC CABLE

The item, "Furnish and Install Interconnect and Video Fiber Cables", shall consist of furnishing and installing all necessary equipment and materials for a complete and operational traffic control interconnect and video surveillance system. Work shall include, but not be limited to, furnishing and installing interconnect and video fiber cables of the size specified; furnishing and installing ground rods and splice enclosures; performing bonding and grounding operations; furnishing terminal strips of the size and number specified, and installing them in new and existing communications hubs, cabinets and/or controller cabinets. A small sample of each conductor cable shall be submitted to LADOT for approval, prior to installation.

The work shall also include, but not be limited to, cleaning of conduit as required; modifying existing conduit runs to provide an entrance into new foundations; modifying pullboxes; providing controller and communication cabinet entrances; performing tests; and furnishing all labor, tools, materials, equipment, storage, transportation and other incidentals necessary to complete the work.

2-5.1 Material

Traffic control interconnect cable shall consist of paired #22 AWG, solid copper conductors. The cable shall be polyethylene insulated, aluminum shielded, conforming to REA Specification PE-39 for filled telephone cables. Data and video fiber optic cables shall meet the specifications of Section 2-9.1, and be approved in writing by the Engineer before purchasing. All cables shall be rated for duct installation.

2-5.2 Interconnect and Video Fiber Cable Installation

Interconnect cable shall run continuously without splicing between intersections. If the distance between intersections is greater than 1,500 feet, a splice box/vault shall be provided for interconnect splicing. Video fiber cable shall run continuously between camera and Communication Hub. If the distance between camera and video detection intersections is greater than 3,000 feet, a splice box/vault shall be provided for future video fiber splicing if required, and storage of fiber optic cable. Where existing interconnect conduits are to be used in the installation of new cable, the Contractor shall remove the existing cable, clean the conduit with a cylindrical wire brush and blow out the conduit with compressed air prior to installing the new cable. Where video fiber optic cable is to be installed with interconnect 30 cable in conduit, the cables must be pulled into conduit at the same time. The pulling method shall not cause twisting of cables around each other.

Video fiber shall be distinguished from the interconnect cable with a plastic identification tag labeled, “FIBER OPTIC CABLE, VIDEO FIBER XX-SINGLEMODE (XX-No. of strands), LADOT (213) 978-0011” attached to the cable with two rustproof bands or wires. Fiber Optic F.O. (Main Trunk) cable shall also have a tag as described above with the exception of being labeled “FIBER OPTIC (MAIN TRUNK), XX-SINGLEMODE…” Tags shall be located at every pullbox, splice box/vault, Communication Cabinet, Communication Hub, and Controller Cabinet to identify the cables. All fiber optic cables (Video and Fiber Optic Main Trunk) shall have one additional tag that provides information pertaining to the start and termination points of each cable.

Interconnect cable shall be distinguished from the Fiber Optic cable with a plastic identification tag labeled, “XXX-XX-XX-N/S/E/W” where XXX (Trunk)-XX (Limb)-XX (Branch)- N/S/E/W (Direction)”, attached to the cable with two rustproof bands or wires. Tags shall be located at every splice box/vault, Communication Cabinet, Communication Hub, and Controller Cabinet to identify the cables.

Where cable termination cannot be completed, slack cable shall be coiled and placed in a safe place. Ends of each cable shall be taped to prevent water from entering the cable. The protective cover shall remain until pair splicing is completed.

Where both interconnect and video fiber cables are pulled in the same conduit, the lesser of the two cable tension ratings shall govern the maximum pulling tension.

The maximum allowable pulling tension for the interconnect cable shall be determined from the following equation:

T = 5.136 x N where T is the maximum allowable pulling tension (in pounds) and N is the number of conductors terminated in the pulling eye; in any case, T cannot exceed 250 pounds.

A data logging dynamometer shall be used to ensure that the maximum allowable pulling tension is not exceeded. Results shall be provided to the Electrician. Powdered soapstone, talc or other approved lubricants shall be used to facilitate the pulling of interconnect cable.

A 3/4-inch wide polyester pull tape (Mule Tape) rated for 2,500 pounds shall be included in every run of conduit where interconnect wiring, detector lead-in cables (DLC), video fiber cable, or any combination of such cables are newly installed. The tape shall be silicone lubricated with sequential foot markings. Polypropylene pull rope in existing conduit shall be removed and pull tape shall be installed before pulling new cable. In the absence of pull tape, the Contractor shall install pull tape wherever new cables are installed.

2-5.3 Interconnect Cable Tests and Tests of Existing Conduit

If new conduit is to be installed within 200 feet of existing interconnect conduit to be reused, the Contractor shall first determine the condition of the existing conduit. A written 31 memo shall be made to the Electrician indicating whether the existing wires move freely or not in existing conduit before the new conduit is installed.

Traffic control interconnect cable testing shall be performed for each cable circuit installed in the system. Testing shall commence only when all terminations for each cable circuit are complete at both ends. If any test fails, repairs shall be made by the Contractor, and the entire test series for that cable circuit shall be repeated.

All tests shall be performed in the presence of the Engineer. The Contractor shall perform the tests and document the test results. When the tests are completed, whether successful or not, the test results and the test data shall be furnished to the Engineer.

Tests, as described below for interconnect cable, shall be conducted for all cable conductors and the cable shield, including spares, and shall include all field terminations. See Section 2-12 for fiber optic cable tests.

2-5.4 Interconnect Cable Continuity Test

A continuity measurement shall be performed for each conductor and its cable shield between the terminals of each said conductor in the cable system. Conductor resistance shall not be more than 20 ohms per 1,000 feet for each cable pair. The resistance shall be measured with an ohmmeter having a minimum input impedance of 10 megaohms per volt. The resistance of each pair shall be recorded and shall be furnished to the Engineer as described above.

2-5.5 Interconnect Cable Isolation Test

An isolation measurement shall be performed for each conductor and cable shield in the system. This insulation resistance shall be measured with all connections to the conductor, and all other conductors in the cable grounded. The measurement shall be made with a DC potential of not less than 360 volts or more than 550 volts, applied for 1 minute. Insulation resistance of each cable conductor and the shield shall exceed 1,000 megaohms per mile. The insulation resistance of each conductor shall be recorded and furnished to the Engineer as described above.

2-6 VIDEO AND COMMUNICATIONS SUBSYSTEM OVERVIEW

The communications subsystem to be provided as part of this project will support the current expansion of the LADOT’s ATSAC system.

A local video and ATSAC data interconnect subsystem consisting of existing interconnect and video fiber cables shall be used to support data, voice, and video communications within the project area. The existing ATSAC Hub(s) shall also be used to support video communications for this project.

2-6.1 General Scope of Work

The scope of work for this project includes the furnishing, installing, and testing of the singlemode fiber optic system. 32

The work will include the purchase and installation of video cameras, video fiber optic transmitters and receivers and other video equipment.

2-6.2 CCTV Pole

CCTV pole(s) shall conform to LADOT Standard Drawing No. S-52.1.4B of the Red Book, unless otherwise specified by the Engineer. The Contractor shall furnish and install CCTV pole(s) at the location(s) specified on the plans. In general, the CCTV poles will replace existing traffic signal/street lighting combination poles.

2-6.3 Modifications to Intersection Controller

Except at end run camera locations, controller cabinets at camera locations shall have a singlemode (SM) cable connected between the video equipment in the controller cabinet and a waterproof splice enclosure in an adjacent double deep Type 3 pullbox. The cable between the controller and the splice enclosure shall be a Gatorpatch Model FCP12530-76- 0 or similar low profile rail mount with ST connectors and a 6 SM fiber loose singlemode cable. The Contractor shall install 2 primary and 2 spare jumper cables from the Gatorpatch module or similar to the camera transmitter card in the controller cabinet to make a continuous video stream connection back to the Communication Hub. The fiber cable (Gatorpatch or similar) shall have a minimum of 15 feet of slack in the double deep pullbox so that the splice enclosure can be easily opened and re-spliced, if necessary, at a later date.

At the Communication Hub, all fiber (Video, F.O. Main Trunk line, spare, and redundant) shall be terminated in a wall mount patch panel Corning WCH-CLSSC-12P or similar, depending on the fiber count. All connectors shall be ST type in the wall mount patch panel. The Contractor shall provide and install all necessary jumpers, fiber CCH-ST panels, fiber trays, and accessories to ensure that the fiber cable is fully operational.

The Contractor shall attach the video transmitter to the controller cabinet rails electrically isolating the video transmitter chassis with an insulated mounting plate. An AC power EMI filter and video noise filter are required if unwanted video noise is present. If the distance between the camera pole and the controller is more than 150 feet, the installation of an optical isolator model B&B 4850P or similar module is required. A #6 AWG ground wire is required from the camera pole to the controller ground rod.

The Contractor shall provide and terminate CCTV cable from the camera to the video transmitter, including any coax video cable adapters or cable ends that may be required. The CCTV control wires shall be terminated to the video transmitter. Strip the camera cable to expose 3 feet of power, data, and coax. The power wires shall be protected with UL approved spaghetti electrical tubing, and be connected to a standard 3-wire AC grounding plug. Provide a power strip with surge suppressor and a 15-amp circuit breaker with an on/off switch. Connect the power strip to the controller outlet and plug the camera and video transmitter to the power strip.

2-6.4 Fiber Optic Cable Plan - Construction

This activity shall consist of furnishing and installing fiber optic cable, as described in these Plans and Specifications, in conduit facilities to be constructed as part of the project. 33

This work shall include the provision of all equipment, labor, and materials necessary to complete the work including, but not limited to, the provision of all necessary termination facilities, splicing and connection of the cables, and provision of all necessary interconnection cables at the existing Hub(s).

2-6.5 Video Transmission Equipment

This work shall consist of purchasing and installing video transmission equipment to provide video transmission over singlemode fiber optic cable from locations listed in Exhibit 8 (if any).

Other components of the video transmission system including camera, camera control cable, and camera control equipment are also to be provided by the Contractor as described in the Plans, Special Provisions, and Exhibits.

All labor, materials, equipment, and services as specified herein, shown on the Contract Drawings, and as otherwise required to provide a complete and operational system shall be furnished as a part of this work.

2-7 GENERAL REQUIREMENTS FOR VIDEO AND COMMUNICATION EQUIPMENT

2-7.1 Environmental and Seismic

Equipment and materials shall meet the specified requirements under the following environmental conditions:

1. Temperature range - 32F to 160F 2. Temperature gradient - 10F per hour 3. Humidity range - 5 to 90 percent, non-condensing

Racks and all structural equipment shall be designed and braced to withstand seismic loadings for Seismic Zone 4, in accordance with Section 2312 of the Uniform Building Code.

2-7.2 Submittals

Submit the manufacturer's data describing the equipment and materials proposed to be used to comply with the provisions of Sections 2-7.3 and 2-7.4, herein.

Submit shop drawings depicting the layout and final assembly configuration of equipment in the nodes.

Submit a proposed schedule of work in bar chart form covering design, manufacturing, factory test period, installation, and acceptance test period. The schedule shall be submitted no later than 90 days after NTP.

Work shall not be initiated pending approval of its related shop drawing, manufacturer's data, or schedule.

2-7.3 Electrical

Equipment shall meet specified performance requirements using available power with the following characteristics:

1. Primary Power - 120 VAC, single phase 2. Voltage Variation - 10 percent 3. Frequency Range - 57 to 63 Hz

Equipment shall have conveniently located on-off switches and be protected by a manually resettable circuit breaker. The circuit protection device shall be readily accessible without disassembly of parts.

Cabinets shall be wired with an interior power strip containing two 15 A, 120 VAC, 3- prong power receptacles located a maximum of 12 inches apart.

2-7.4 Mechanical

All electrical equipment shall be mounted in racks or cabinets as indicated on Contractor provided and City approved shop drawings; all equipment must be adequately secured within the cabinet.

1. Install City-approved video equipment and data transmission equipment in cabinets. Supply any necessary mounting brackets, rails or other necessary hardware per standard EIA approved designs. The Engineer shall approve the equipment layout and cable routing.

2. Furnish each 19-inch or 23-inch equipment cabinet (rack) with blower assemblies. A thermostatically operated exhaust fan shall be mounted horizontally inside the cabinet at the top. The cabinets shall have a screened top to allow air discharge and prevent objects from falling into the fan blades. Also located in each rack, at the bottommost mounting position of the 19- inch rails, shall be a fan unit. These units shall not take up more than 8.75 inches of panel height and shall be rated at 820 cubic feet per minute or as approved by the Engineer. The discharged air shall be deflected upward through the cabinet. The units shall have a permanent, washable, reusable filter.

2-8 CCTV SUBSYSTEM AND COMMUNICATION EQUIPMENT

Should any damage to an existing system occur, which is not part of the work shown on the Plans, the Contractor shall immediately notify the Engineer and arrange for the immediate repair and restoration of service. The Contractor shall commence repairs or replacements within 72 hours of damaging the system or receiving approval of the equipment and materials by the Engineer, whichever takes longer. Electrical safety clearance shall be obtained from the serving utility before performing any work on existing energized circuits. Equipment and materials shall be replaced in kind, unless otherwise approved by the Engineer. All repairs, replacements, and restoration work shall be done at no cost to the City. If the work is performed by the City or requires their assistance, compensation shall be determined by the Engineer. 35

2-8.1 General

This section intentionally left blank.

2-8.2 Singlemode Video Transmitters / Receivers and Communication Equipment (Camera to Hub and Hub to ATSAC Center)

This section intentionally left blank.

2-8.3 Video Equipment

This section intentionally left blank.

2.9 FIBER OPTIC CABLE - DATA AND VIDEO TRANSMISSION

This section describes the materials to be furnished for data and video fiber links.

2-9.1 Fiber Optic Cable Specifications

A. Each fiber optic cable (except for breakout cable connecting a splice enclosure and camera cabinet) shall contain 12 fibers or multiples of 12 fibers for the video distribution subsystem as shown on the Plans. The cable shall include a central dielectric strength member and aramid, or similar strength, reinforcement. The cable shall be constructed using the loose buffer tube design and shall be gel free. The standard color code shall be used to identify each buffer tube and individual fibers within each buffer tube. A polyester tape shall hold the tubes in position around the strength member. If the Contractor chooses to provide more fibers than specified, each extra fiber shall be terminated with a fiber optic connector at the beginning and end of the cable run and be spliced and tested like any required fiber.

B. The filled cable core shall be covered with a black, medium to high density, polyethylene jacket. This outer jacket shall be abrasion and crack resistant, non- nutrient to fungus, electronically non-conductive, and compatible with all cable components to which it may come in contact. The jacket shall be free from holes, splits, blisters, and other imperfections. All fiber optic cables shall be rated by the manufacturer for aerial, direct burial, and duct installation.

C. The optical performance of each fiber shall meet the specifications in Exhibit 4.

D. Macrobending Loss: Less than 1.0 dB at 1,550 nanometers and 0.1 dB at 1,310 nanometers (typical values 0.02 dB at 1,550 nanometers and 0.00 (zero) dB at 1,310 nanometers). The macrobending loss is measured on a loose fiber sample of 100 turns of a 3-inch diameter using the two-point cut-back method. This method is described by EIA test procedure RS-455-62, and by CCITT recommendation G.652, Paragraph 1.6 (adopted March 1986).

E. The cable shall be furnished on standard reels. Each reel shall contain a continuous cable having a length of not less than 7,200 feet. The cable shall be installed on the reel in such a manner as to provide access to both ends of the cable to enable testing 36

to be performed while the cable is still on the reel.

F. Each length of cable shall be permanently marked and legible along the outside of the outer jacket as to the manufacturer, type of cable, and date (month/year). The marking intervals shall not be greater than 5 feet. Each length of cable shall also be marked with length markings at intervals not greater than 5 feet.

G. Specifications shall match AT&T Lightguide Express Entry (LXE) and SIECOR minibundle loose tube cables.

H. The optic glass element shall match the specifications of Corning or AT&T.

I. The Contractor shall obtain the Engineer's approval of the fiber optic cable prior to purchasing.

2-9.2 Fiber Optic Termination Equipment

At all camera locations and at the Hub, the Contractor shall install 19” rack mount termination hardware approved by the Engineer. See 2-6.3 for details and Exhibit 5 for sample designs. An approved equal system is acceptable. However, hybrid designs will be rejected. All procedures suggested by the manufacturer for installation shall be followed, such as the length of fiber in the splice tray, fiber organization, etc.

2-9.3 Optical Power Budget

An optical power budget for the video transmission system, as well as for the singlemode fiber backbone, shall be supplied by the Contractor and approved by the Engineer. This optical budget shall be itemized to include equipment, splices, connector, and fiber attenuation losses for each run.

2-10 DIGITAL DATA TRANSMISSION (SEE SECTION 2-8.2)

The data transmission system provides for the data transfer required between the ATSAC Center and each intersection controller in this project area.

2-10.1 Asynchronous Transfer Mode (ATM) Data Capacity

This section intentionally left blank.

2-10.2 Chassis Assembly and Components (City Supplied Equipment)

ATM equipment will be supplied at a future date, after additional fibers are brought in.

2-11 FIBER OPTIC CABLE INSTALLATION

2-11.1 Installation

1. Follow the fiber optic cable manufacturer's published installation standards.

2. The fiber optic cable shall be installed without splices, except as shown on the 37

Plans, in order to minimize attenuation loss. All fiber optic splices (including Video Fiber Optic) shall be made in Fiber Optic Splice Boxes/Vaults as shown on the Plans.

3. Ensure that the maximum installation tensile load of the cable, as specified in the manufacturer's data sheets, is not exceeded. Provisions shall be taken to measure the tension in the winch line and for automatic cut-out of the winch mechanism, if the pulling tension is exceeded.

4. Check all conduit fittings to ensure the cable will not make any sharp bends or press against any sharp corners. During installation, the cable shall be supported by flexible guides or tubes from the point where the cable leaves the reel to the face of the conduit.

5. When the cable is pulled through an intermediate pullbox, ensure that the cable is protected from differences in direction and level by the use of rollers, guides, and/or flexible steel tubes. In no case shall the cable exceed the minimum bending radius of the cable for installation. At each intermediate pullbox, provide at least 10 feet of slack of the fiber optic cable neatly coiled and secured. This slack may be used in the future for emergency cable repairs.

6. During pulling-in procedures, the cable shall be continuously lubricated as it enters the conduit. The lubricant shall be compatible with the cable jacketing and have no damaging effects. Prior to use of the lubricant, submit the cable for approval, the name, make, and type of lubricant proposed.

7. Fiber optic cable shall not be bent to a radius less than 30 times the cable diameter during installation and 15 times the diameter at no load.

8. If, during the pulling operation, automatic winch cut-out device activates, the cause of the excess tension shall be determined and remedied before pulling is permitted to resume. If, for some reason, the cable cannot be pulled through a section of conduit, notify the Engineer who shall determine the corrective action required.

9. A dummy run of cable, approximately 600 feet long (from pullbox to pullbox), shall be pulled through every conduit prior to actual fiber optic cable installation. The cable shall be pulled as steadily and smoothly as possible. Dummy cable shall have an equivalent diameter to the fiber optic cable being pulled.

10. Provide 15 feet and 30 feet of video fiber optic cable neatly coiled and secured at the CCTV controller cabinet and the Hub location, respectively. The ends of the cable shall be terminated with approved type connectors as described in Section 2-11.3 below.

11. Provide 100 feet of main trunk fiber optic cable neatly coiled at all Fiber Optic Splice Box/Vault locations, and 25 feet of cable in each Type 3 or composite Fiber Optic pullbox.

12. Where existing interconnect or fiber optic conduits are to be used in the 38

installation of the new fiber optic cables, the Contractor shall remove the existing cable, clean the conduit with a cylindrical wire brush and blow out the conduit with compressed air prior to installing the new cable.

13. The Contractor shall provide the City with complete documentation of the fiber optic cable distribution system, which includes, but is not limited to, splice points, fiber cross connections, etc.

14. Fiber optic cable markings shall be legible after the final installation is completed and accepted by the City.

2-11.2 Splicing

1. Splicing will be allowed only when approved by the Engineer. Splicing of the fiber optic cable shall be by the fusion technique. All cables shall be carefully prepared and spliced in accordance with the cable and splice manufacturer's recommendations. The finished splices shall be protected by either heat shrinkable tubing, metal protective sleeves, or by some other approved method.

2. The completed splices shall be enclosed in re-enterable splice enclosures that seal to form a moisture resistant (except rack mounted interconnect splice boxes in controller cabinets) enclosure. The splice enclosure shall contain a removable splice organizer or crib that shall secure the individual fibers and protect the splices. There shall be adequate space inside the enclosure to hold up to 5 feet of cable. Splice enclosures shall match the specifications of the AT&T Universal Fiber Optic Closure - UCB1, SIECOR SC5 (no tools), or approved equal with all associated hardware necessary for a complete splice enclosure system.

3. The maximum allowable loss per splice shall be 0.01 dB.

2-11.3 Connectors

1. Connectors are required to join fibers at transmitters and receivers. The connector shall provide the means of mechanically terminating an optical cable securely to a device. The Contractor shall ensure that the connectors are compatible with all equipment.

2. ST or FC metal type connectors shall be installed at all termination points of the fiber optic cables. See Section 2-9.2.

3. The connectors shall be compatible with the type of Transmitter or Receiver video card that is used. ST type optical receptacles shall be supplied for every fiber entering a Hub.

4. Optimum alignment shall be easily achieved every time the connector is inserted into the receptacle. The use of special alignment tools or tuning is prohibited. Repeated connect/disconnect operations shall not adversely affect 39

the fiber or its end face finish. The connection shall form an effective seal against the environment and prohibit the entrance of contaminant that would lower performance.

5. The maximum allowable loss per connection shall be 0.25 dB.

2-12 FIBER OPTIC TEST PLAN

This section specifies the requirements for acceptance testing after installation.

The City reserves the right to perform optical quality tests on all fiber optic cables prior to installation. The Engineer shall be notified when the cables are received by the Contractor.

2-12.1 Test Plan

A test plan shall be submitted for approval 120 days after NTP. The plan shall contain the following information as a minimum:

a. Place b. Date and time c. Duration d. Type of test

2-12.2 Test Procedures

The test plan shall also outline the procedure to be followed for each type of test. As a minimum, include the following tests:

Fiber Optic Cable:

1. Macrobending: Two-point cut-back method-EIA Test RS-455-62 shall be performed on sample from every fifth reel.

2. Attenuation: Loss measurement performed with an Optical Time Domain Reflectometer (OTDR) with graphical output including x, y scaling. Appropriate plug-in modules shall be used to verify performance at 1,310 nanometer and 1,550 nanometer wavelengths. Test to be performed on each cable reel before installation and, after installation in conduit, at each splice, connection, and terminal to terminal segment. Each test is to be presented in a bound format and signed and dated by the Engineer.

2-12.3 Test Reports

Certified results of tests shall be submitted. Results that do not meet or exceed the manufacturer's specifications as well as the requirements of this Specification shall be rejected and corrective action taken prior to re-testing.

The Contractor shall provide the City with a complete set of documentation showing losses over the entire optical path, losses at cross-connect points, fusion splice losses, termination losses, etc. Results shall be provided to the City within 7 days of the test. 40

2-12.4 Final Acceptance Tests

Final acceptance testing shall be performed in the presence of a City representative and shall be coordinated with the Engineer. The results of the tests, whether successful or not, shall be submitted in writing.

2-13 FURNISH AND INSTALL DETECTOR LOOPS

2-13.1 Material

2-13.2 Installation

This section intentionally left blank.

2-13.3 Loop Tests

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2-13.4 Loop and Lead-in Continuity Test

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2-13.5 Loop Isolation Test

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2-13.6 Shield Isolation Test

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2-14 CONTROLLER AND INTERSECTION WIRING INSTALLATION

2-14.1 Controller and Cabinet

Refer to Plans for this section.

2-14.2 Foundation 41

This section intentionally left blank.

2-14.3 Installation

This section intentionally left blank.

2-14.4 Electric Service

This section intentionally left blank.

2-14.5 Field Wiring

Multi-conductor cable shall be used for all circuits in lieu of individual conductors. Whenever new conductors are to be installed in a conduit and/or pole with existing individual conductors (except service wires), all individual conductors shall be removed and replaced with multi-conductor cable. Twenty-eight conductor (27 - #14 wires and 1 - #10 common wire) cable(s) shall be installed in all cross conduits unless otherwise specified on the Plans.

The multi-conductor cable shall conform to the latest edition of the Caltrans Standard Specifications. Conductors shall be solid copper of the gauge shown on the Plans unless otherwise specified.

The Contractor shall remove the conductors/cables from the existing conduits designated in the conductor schedule, and install new cables in all conduits that are listed in the conductor schedule, in order to provide for the necessary operations as shown in the Plans. The only exception is that those cables labeled as "DLC (Existing)" in the conductor schedule may be reinstalled if such cables were removed in sound and reusable condition as determined by the Engineer.

Where new conductors/cables are to be installed in an existing conduit, the Contractor shall remove the existing cable, unless otherwise indicated in the Plans, clean the conduit with a cylindrical wire brush, and blow out the conduit with compressed air prior to installing the new cable.

2-14.6 Communications Termination

Where the controller cabinet is to be used as a communications termination point, the Contractor shall complete all connections necessary for a finished communications network system.

2-15 CONTROLLER PICKUP NOTIFICATION

This section intentionally left blank.

2-16 TRANSIT PRIORITY SENSOR UNIT

Should any damage to an existing system occur, which is not part of the work shown on the Plans, the Contractor shall immediately notify the Engineer and arrange for the immediate repair and restoration of service. The Contractor shall commence repairs or 42 replacements within 72 hours of damaging the system or receiving approval of the equipment and materials by the Engineer, whichever takes longer. Electrical safety clearance shall be obtained from the serving utility before performing any work on existing energized circuits. Equipment and materials shall be replaced in kind, unless otherwise approved by the Engineer. All repairs, replacements, and restoration work shall be done at no cost to the City. If the work is performed by the City or requires their assistance, compensation shall be determined by the Engineer.

2-16.1 Specifications and Installation

See Exhibit 16.

2-16.2 Transit Priority Support Equipment

This section intentionally left blank.

2-17 FURNISH AND INSTALL TRAFFIC SIGNAL EQUIPMENT

The Contractor shall furnish and install, as shown in the Plans and Specifications, all traffic signal equipment such as standards, mast arms, traffic signal heads (vehicle, bicycle, pedestrian), and other equipment as required. All such equipment shall be new in accordance with the latest editions of the Red Book and the Caltrans Standard Plans and supplements. All new traffic signal heads shall be LED type, per the latest edition of the LADOT specification 92-061-06 and 92-086-03. All vehicle and bicycle head equipment supplied by the Contractor shall have 1.5-inch diameter pipe fit mounting hardware, including all post-top mount heads. Pedestrian head module replacements shown on the Plans shall require a complete installation, including a new pedestrian head and terminal compartment.

2-18 GROUNDING AND BONDING

Bonding and grounding of signal system shall conform to the provisions of Section 701- 13.3, "Bonding and Grounding," of the Standard Specifications.

All costs related to the provisions of this section shall be considered as included in the price paid for the various items of work. Therefore, no additional payment will be made.

2-18.1 Grounding

Ground rods shall be installed according to the Standard Specifications. A ground rod shall be installed in every new controller foundation and at every new Fiber Optic Splice Box/Vault. A ground rod shall be installed adjacent to every new post-top mounted (PTM) controller cabinet, in the nearest suitable traffic signal pullbox. A suitable pullbox is one whose location does not cause the newly installed ground rod to physically contact any substructure that may be directly below such pullbox. Ground rods are to be installed in existing PTM controller pullboxes where they are missing.

2-18.2 Bonding

For bonding purposes in all non-metallic type conduit, a #8 AWG green copper wire shall be run continuously in the conduit where shown on the Plans. Where there is a change 43

in conduit type, at a pullbox or manhole, from non-metallic conduit to metallic conduit, the grounding wire in the non-metallic conduit shall be bonded to the metallic conduit.

Interconnect cable shields shall be grounded only at the termination cabinet in the Hubs. At all other termination points, the cable shields of cables of the same trunk number shall be bonded together, but not grounded. A suitable cable shield attachment device shall match the specifications of the 3M "Scotchlok" 4460-S Shield Connector installed as specified by the manufacturer. All interconnect cable bonds and grounds shall be made using #10 AWG uninsulated solid copper wire. Refer to Exhibit 3.

2-19 COMMUNICATION HUB

All of the traffic signal communication in this project area is connected to its respective ATSAC Communication Hub(s) including the ATSAC Center (City Hall, 200 N. Main Street), Hollywood Police Station, Fire Station 61, Cahuenga, Encino, Fire Station 72, Van Nuys City Hall, and Fire Station 29. No new Communication Hub installation is required.

2-19.1 Electric Service

Use existing service. No new service is required for this project.

2-19.2 Telephone Service in Hub Enclosure

Use existing service. No new service is required for this project.

2-19.3 Field Wiring of Communication Hub

The Contractor shall install new conductors and/or cables in all conduits that are shown entering the foundation, in order to provide for the necessary data communications between controllers and the ATSAC Communication Hubs. This includes interconnect cable and fiber optic cable.

2-19.4 Communication Termination

The Contractor shall complete all connections necessary for a finished communication network system, including continuous grounding of conduits, interconnect cable at grounding lugs, terminal blocks, and grounding rods. The Contractor shall furnish and install the necessary number of terminal blocks of the type specified in Exhibit 6.

2-19.5 Conductor Identification

Refer to Section 2-5.2.

2-19.6 Material

This section intentionally left blank.

2-20 STRIPING, PAVEMENT AND CURB MARKINGS

The Contractor shall be responsible for labor and material involved in the removal, 44 markout, and installation of all striping, pavement, and curb markings as shown on the Plans. Removal of markings shall be performed before markout and installation of new striping, and shall be by sandblasting/grinding in accordance with LADOT Specification No. 76-016-10. Upon removal of striping and pavement markings, the Contractor shall immediately install temporary raised overlay pavement markers. Raised overlay pavement markers are permitted on the roadway for up to 72 hours, or as specified by the Engineer, and shall be maintained at all times. Once the temporary markers have been removed, markout shall be installed. The Contractor shall prepare the markout, have it approved by the Engineer, and install the new striping within this 72-hour timeframe, or as specified by the Engineer. Markout shall be by spray paint or heavy paint brush markings over a pulled rope in the respective white or yellow colors of the proposed striping. Final striping and pavement markings shall be installed using hot applied alkyd thermoplastic in accordance with LADOT Specification Nos. 51-005-10 and 76-012-16.

Changes in striping shall be coordinated, when appropriate, with changes in signal hardware, signal timing, detector loop locations and signage to provide for continuous safe and efficient operation of traffic signals. Changes in striping at mid-block locations shall be coordinated, when appropriate, with detector loop locations and signage to provide for safe and efficient traffic flow.

The installation of thermoplastic striping may proceed only after inspection and approval of markout by the Engineer. The Contractor shall correct all errors in markout requested by the Engineer. Upon approval of markout, the Contractor shall fully install the thermoplastic striping, pavement markings and curb markings within 3 working days.

The Contractor shall notify the Engineer in writing:

A. Ten (10) working days in advance of the removal of striping and/or pavement markings

B. Ten (10) working days in advance of markout;

C. Upon completion of markout (including any markout corrections) for inspection and approval; and

D. Upon completion of installing thermoplastic striping (including any thermoplastic striping corrections) for inspection and final striping approval.

During all phases of construction, temporary raised overlay pavement markers shall be maintained adjacent to any temporary centerline, markout centerline, or scar of the sandblasted centerline, as applicable. Temporary raised overlay pavement markers shall be equivalent to APEX Model 932 Chip Seal/Overlay Markers with reflective tape affixed along the top of the vertical section of the marker body, on both sides.

The Engineer shall be notified 30 working days in advance of any work involving green pavement markings.

At the Engineer’s discretion, the work may be required to be implemented at night or on weekends at no additional cost to the City.

2-21 FURNISH AND INSTALL CMS SIGNS AND SIGN CONTROLLERS

This section intentionally left blank.

2-22 RAILROAD PREEMPTION SIGNALS AND BATTERY BACKUP (BBS)

This section intentionally left blank.

2-22.1 General

This section intentionally left blank.

2-22.2 Operation

This section intentionally left blank.

2-22.3 Battery System

This section intentionally left blank.

2-22.4 Charging System

This section intentionally left blank.

2-22.5 Warranty

This section intentionally left blank.

2-22.6 Intelligent Serial Preemption Interconnection (I-SPI)

This section intentionally left blank.

2-22.7 Coordination With PUC and Railroad Companies

This section intentionally left blank.

2-23 FURNISH AND INSTALL SIGNS

This work may consist of furnishing and installing roadside and overhead signs in accordance with the latest edition of the Caltrans Standard Specifications and in accordance with the details shown on the Plans or as directed by the Engineer. Signs may include regulatory, warning, guide, temporary traffic control, and street name signs as shown on the Plans.

All signs and installations shall conform to LADOT Specification No. 82-044-04 (see Exhibit 10), the Red Book and LADOT Standard Plans for workmanship, quality control, warranty, identification, retro-reflectivity and overlay graffiti film. Signs shall also conform to the Specification for sheeting, color/legend, metal type, and ink.

Typically, sign dimensions shall conform to the California MUTCD with the concurrence 46 of the Engineer (see Tables 2B-1 and 2C-2, 2C-2(CA), 6F-1 and 6F-1(CA), 9B-1 and 9B- 1(CA), shown in Exhibit 10).

2-24 INSTALLATION OF FLEXIBLE BOLLARDS

This section intentionally left blank.

2-25 FURNISH AND INSTALL VIDEO DETECTION SYSTEM

This section intentionally left blank.

2-26 FURNISH AND INSTALL BICYCLE SIGNAL HEADS

This section intentionally left blank.

2-27 FURNISH AND INSTALL RECTANGULAR RAPID FLASHING BEACONS

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ALLOWANCE “A”

LADOT DASH GREEN LIGHT ASSIST INFOSYSTEM INTEGRATION WORKSCOPE

LADOT has developed a centralized TPS that manages over 1,500 traffic signals citywide. As part of this project scope, the Contractor and Subcontractor (Syncromatics), under the direct supervision of the Engineer, will develop a TPS green light assist display system for the LADOT Hollywood DASH fleet and integrate this software with the existing ATSAC system.

The Contractor and the Subcontractor shall submit Detailed Work Plans for the Scope of Work as outlined in Allowance Section A.1 below, to the Engineer for approval, prior to commencing work for Sections A.1 below, within 30 calendar days of the PROJECT's NTP. The Contractor and Subcontractor's Detailed Work Plans are subject to review, comment, and approval by the Engineer. Detailed Work Plans may involve more than one submittal by the Contractor and Subcontractor. The date of the Engineer’s written approval for the Scope of Work, as outlined in Sections A.1, constitutes the beginning of work.

For the purpose of ensuring that the Subcontractor only assigns qualified personnel to Allowance Section A.1, the Subcontractor shall provide a list of its intended personnel roster, along with their resumes, to the Engineer within 30 days after the PROJECT's NTP. The Engineer reserves the right to reject selected personnel based on their qualifications. The Subcontractor’s personnel qualifications are an integral part of the Contractor's submittal of the Scope of Work.

The combined valuation of technical services for the Scope of Work, as outlined in ALLOWANCE Section A.1, as described below, may not exceed a total of $135,000.00, for the duration of the PROJECT.

A.1. LADOT DASH GREEN LIGHT ASSIST INFOSYSTEM SOFTWARE DEVELOPMENT

The Subcontractor will be responsible for the development of a software application to facilitate a traffic signal green band information display on the LADOT Hollywood DASH bus to assist the bus operator to navigate on-route traffic signals. The Subcontractor shall work with the Engineer to refine the communications protocol transmitting signal timing information to Syncromatics‘ servers in real-time. The Subcontractor software developed in Allowance Section A.1 will send data to the Subcontractor’s on-board equipment to display operational recommendations to the bus operator in a safe and efficient manner.

SUBCONTRACTOR'S TASKS:

1. Develop Work Plan, Concept of Operation, and Requirements for the Green Light Assist InfoSystem 2. Develop software to consume LADOT traffic signal timing data feed 3. Develop software to process LADOT data 4. Develop software to communicate with LADOT Hollywood DASH on-board Syncromatics equipment to display operational information and recommendations to assist efficient bus operation 5. Bench and field tests of software application 6. Final integration and installation of Syncromatics software and hardware onto 48

LADOT Hollywood DASH fleet

SUBCONTRACTOR'S DELIVERABLES:

 Concept of Operation and Requirements for the TPS Green Light Assist InfoSystem software  Software integration plan and process report  Protocol information and display prototype  Integrated InfoSystem software application  Documentation

SYSTEM/SOFTWARE INTEGRATION APPROACH:

 Subcontractor will work with LADOT staff to understand existing TPS and ATSAC system architecture, physical connections, and its backend database system.  Subcontractor to develop Concept of Operation and Requirements based on Syncromatics’ on-board equipment in LADOT Hollywood DASH, LADOT TPS data, and any communications needs.  Subcontractor will develop the methodology and approach for the development of the software. These briefings will cover issues such as data retrieval, data processing and analysis and data storage system.  At the end of this task, the Subcontractor, in consultation with LADOT staff, will refine the scope of this proposal, based on findings, including an updated schedule and task allocation. The refined scope of work will be consistent with the intent of the scope of work for this project.

INTELLECTUAL PROPERTY OWNERSHIP:

All original software work performed under Allowance Section A.1 on LADOT in-house software will become the property of LADOT and/or its organization successor throughout the duration of this PROJECT, and remains at the end of this PROJECT, with perpetual rights in all aspects. All software source codes developed for LADOT in-house software for this PROJECT and Allowance Section A.1 will remain the property of the City of Los Angeles.

EXHIBITS

Exhibit 1 (1 of 2) Exhibit 1 (2 of 2) NOTES: (16 TO 25) GRIND & RESURFACE SECTION ("T-CAP" LIMIT)

NOTES: (12 TO 15) TRENCH SECTION ("T-CUT" LIMIT) NEW ASPHALT CONCRETE PAVEMENT TRENCH WIDTH NOTES: (1 TO 5) TACK COAT EQUAL TRENCH EQUAL CL

NEW ASPHALT CONCRETE EXISTING PAVEMENT (BASE PAVING) PAVEMENT NOTES: (13 TO 15) NEW BASE MATERIAL EXISTING (COMPACT PRIOR TO BASE MATERIAL RESURFACING) NATIVE

SOIL BACKFILL ZONE EXISTING OR NEW NOTE: (12) BASE MATERIAL

BACKFILL NOTES: (8 TO 11)

PIPE / CONDUIT BEDDING NOTE: (7) ZONE

UTILITY PIPE/ NOTE: (5) CONDUIT

SUBGRADE NOTE: (6)

T-TRENCH AND RESTORATION DETAIL ASPHALT CONCRETE STREETS

BUREAU OF ENGINEERING

OFFICIAL RECORD

T-TRENCH AND PAVEMENT RESTORATION - ASPHALT CONCRETE STREETS

ROFESSION P AL ED E Electronically signed by Edward Arrington, S.E. on 02/01/2019 R LEE MO N AURORA R. GADBURY E Y O G T I R R N S I A E E

BUREAU OF ENGINEERING EDWARD ARRINGTON, S.E. G G E

E R

ENGINEER OF DESIGN R No. C-49446

S T C I V I L A 02/07/2019 A NI Electronically Signed by Ken Redd on 02/06/2019 10:58:55 AM TE R Electronically signed by 21866 on 02/07/2019 at 7:59:21 AM OF CALIFO MATI LAAN KENNETH R. REDD, P.E. GARY LEE MOORE, P.E. B-4778 BUREAU OF ENGINEERING DEPUTY CITY ENGINEER CITY ENGINEER Exhibit 2 (Page 1 of 4) ALL AROUND 2' T-CAP (TYPICAL)

CURB GUTTER PROPERTY LINE CURB

BIKE LANE GUTTER STRIPING BIKE LANE

2' T-CAP (TYPICAL)

LEGEND

TRENCH "T"-SECTION "T-CUT" LIMITS T-CUT GRIND & RESURFACE 2' T-CAP "T-CAP" LIMITS (TYPICAL)

2' T-CAP CURB AND GUTTER (TYPICAL)

BUREAU OF ENGINEERING

FIGURE 1

EXAMPLES OF GRIND AND RESURFACE "T-CAP" LIMITS OFFICIAL RECORD

B-4778 Exhibit 2 (Page 2 of 4) NOTES: ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC) "GREENBOOK" ADOPTED BY THE BOARD OF PUBLIC WORKS AS AMENDED BY THE LATEST CORRESPONDING CITY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS "BROWNBOOK".

LIMITS OF REMOVALS, TRENCH WIDTH:

1. ALL PAVEMENT REMOVED SHALL HAVE STRAIGHT EDGES. CUTS SHALL BE MADE TO A MINIMUM DEPTH OF ONE AND A HALF (1-1/2) INCHES. ALL CUTS SHALL BE NEAT, STRAIGHT, VERTICAL CUTS WITH NO BROKEN EDGES. 2. ALL LONGITUDINAL PAVEMENT CUTS SHALL BE UNINTERRUPTED APPROXIMATELY PARALLEL TO THE TRENCH (MAX. 1:6 LONGITUDINAL VARIANCE). 3. IF A SAW CUT IN PAVEMENT FALLS WITHIN 1 FOOT OF AN EXISTING CURB, GUTTER, OR EDGE OF PAVEMENT, THE ADDITIONAL PAVEMENT SHALL BE REMOVED AND RECONSTRUCTED. 4. WHEN SAW CUTTING PAVEMENT, THE MAXIMUM OVERRUN ALLOWED FOR ANY SAW CUT BEYOND THE BOUNDARY REMOVAL LIMITS OF EXISTING PAVEMENT SHALL BE 2 INCHES. 5. TRENCH WIDTH SHALL BE MINIMUM 24 INCHES, UNLESS SLURRY BACKFILL AND BEDDING IS USED, IN WHICH CASE MINIMUM SHALL BE 4 INCHES. MINIMUM 3 INCH SEPARATION SHALL BE MAINTAINED BETWEEN ALL CONDUITS, PIPES, AND TRENCH WALLS. IF SLURRY BEDDING MATERIAL IS USED, 1 INCH IS ACCEPTABLE IN A SINGLE LAYER INSTALLATION, OTHERWISE 2 INCH SEPARATION IS REQUIRED. UNDERCUTTING TRENCH WALLS TO ACQUIRE CLEARANCES IS NOT PERMITTED.

BEDDING: 6. BEDDING MATERIAL SHALL BE PLACED ON FIRM AND UNYIELDING SUBGRADE PER GREENBOOK SECTION 306. SOFT, SPONGY, UNSTABLE, UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED. 7. BEDDING SHALL CONFORM TO GREENBOOK REQUIREMENTS AND OTHER APPLICABLE STANDARDS.

BACKFILL:

8. EXCAVATIONS SHALL BE BACKFILLED WITH AN APPROVED SLURRY MIX, CLSM, CMB, OR CAB. NATIVE SOIL MAY ONLY BE USED WITH CITY ENGINEER'S APPROVAL. CMB, CAB, SOIL SHALL BE COMPACTED TO 90% RELATIVE DENSITY. CMB, CAB SHALL BE WELL GRADED AND HANDLED IN A MANNER TO PREVENT SEGREGATION BY PARTICLE SIZE. SOIL TESTING MAY BE REQUIRED TO BE PROVIDED TO THE FIELD INSPECTOR ON A CASE-BY-CASE BASIS. 9. BACKFILL SLURRY MATERIAL SHALL BE PROPERLY CONSOLIDATED. SLURRY MATERIAL FOR TRENCHES DEEPER THAN 5 FEET AND/OR NARROWER THAN 12 INCHES SHALL BE CONSOLIDATED WITH VIBRATION. 10. BACKFILL MATERIAL SHALL BE MADE SMOOTH AND LEVEL BEFORE PLACING BASE AND PAVEMENT. 11. JETTING IS NOT AN APPROVED DENSIFICATION METHOD.

TRENCH SECTION:

12. AFTER THE EXCAVATION HAS BEEN BACKFILLED, THE EXISTING PAVEMENT SHALL BE REMOVED TO A LINE AT LEAST 12-INCHES BACK OF THE FIRM BANKS OF THE TRENCH (“T-CUT”). EXISTING CMB OR CAB BASE MATERIAL IN THIS AREA SHALL BE COMPACTED TO 95% RELATIVE DENSITY AND NEW BASE MATERIALS SHALL BE PROVIDED TO MATCH THE SURROUNDING BASE THICKNESS AS NECESSARY. WHERE NO BASE MATERIAL EXISTS IN THIS AREA, THE NEW BASE MATERIAL SHALL EXTEND BEYOND THE TRENCH WIDTH TO COVER THE ENTIRE TRENCH "T-CUT" AREA. BUREAU OF ENGINEERING

OFFICIAL RECORD B-4778 Exhibit 2 (Page 3 of 4) NOTES: (CONTINUED)

13. NEW BASE MATERIAL OF CMB, OR CAB, SHALL MATCH THE EXISTING BASE THICKNESS, OR 4-INCHES, WHICHEVER IS GREATER AND SHALL BE COMPACTED TO 95% RELATIVE DENSITY. THIS REQUIREMENT SHALL ALSO APPLY OVER SLURRY BACKFILLS UNLESS OTHERWISE APPROVED BY THE ENGINEER. “T-CUT” IS NOT REQUIRED IF AN APPROVED SLURRY MIX BACKFILL IS USED, UNLESS UNDERMINING OF ADJACENT PAVEMENT IS PRESENT. IF SLURRY TRENCH WIDTH IS LESS THAN 12 INCHES, EXISTING PAVEMENT SHALL BE REMOVED TO PROVIDE AT LEAST A 12 INCH WIDE TRENCH SECTION FOR PROPER COMPACTION OF THE BASE MATERIAL. 14. NEW ASPHALT CONCRETE SECTION SHALL MATCH EXISTING PAVEMENT THICKNESS, OR 6 INCHES, WHICHEVER IS GREATER. 15. ASPHALT CONCRETE PAVING WILL OCCUR NO SOONER THAN 42 HOURS AFTER SLURRY BACKFILL OF TRENCH.

GRIND AND RESURFACE SECTION:

WITHIN 30 CALENDAR DAYS AFTER BACKFILLING, ASPHALT CONCRETE SHALL BE COLD MILLED AND RESURFACED AS FOLLOWS:

16. EXISTING ASPHALT CONCRETE SHALL BE GROUND DOWN ONE AND ONE HALF (1-1/2) INCHES, OR ONE HALF THE EXISTING PAVEMENT THICKNESS, WHICHEVER IS LESS, TO THE “T-CAP” LIMITS. 17. WHERE POSSIBLE, “T-CAP” LIMITS SHALL BE FROM FIGURE 1, "EXAMPLES OF GRIND AND RESURFACE “T-CAP” LIMITS". “T-CAP” IS NOT REQUIRED IN STREETS THAT HAVE NOT BEEN RESURFACED WITHIN THE PAST 8 YEARS AND DO NOT IMPACT BIKE LANES. 18. “T-CAP” LIMITS SHALL EXTEND AT LEAST 2 FEET BEYOND THE TRENCH SECTION ("T-CUT" LIMITS). MINIMUM “T-CAP” DIMENSIONS SHALL BE 5 FEET x 5 FEET. 19. “T-CUT” AND CORRESPONDING “T-CAP” (AS APPLICABLE) IS REQUIRED FOR ALL EXCAVATIONS WITH A SURFACE AREA OF 3 SQ. FT OR GREATER. 20. WHERE LIMITS OF "T-CUT"S, "T-CAP"S, POT HOLES OR CORED HOLES ARE WITHIN 4FT OF EACH OTHER, THE PAVEMENT SURFACE RESTORATION SHALL BE COMBINED, BLENDED AND SQUARED USING "T-CAP"S TO ENCOMPASS ALL AREAS IN BETWEEN AS SHOWN IN FIGURE 1. "T-CAP" LIMITS FOR POT HOLES AND CORE HOLES SHALL EXTEND A MINIMUM OF 1-FOOT ALL AROUND BEYOND THE HOLES. 21. IMPACTED BIKE LANES - “T-CAP” LIMITS SHALL FULLY ENCOMPASS ANY BIKE LANE IMPACTED BY THE TRENCH, AND SHALL HAVE A LENGTH THAT EXTENDS AT LEAST 2 FEET BEYOND THE ASPHALT REMOVAL LIMITS IN THE DIRECTION OF BIKE TRAFFIC. 22. WHEN THE “T-CAP” LIMIT IS WITHIN 2 FEET OR LESS FROM A CURB OR GUTTER, THE “T-CAP” LIMIT SHALL EXTEND TO THE CURB OR GUTTER. 23. PAVEMENT SHALL BE LEVEL WITH ADJACENT ROADWAY ELEVATIONS AND SHALL PROVIDE A SMOOTH SURFACE PER GREENBOOK SECTION 302-5 AND SUBJECT TO ACCEPTANCE BY THE CITY PUBLIC WORKS INSPECTOR. 24. "T-CAP" AND PERMANENT BASE PAVING MAY BE PERFORMED ON THE SAME DAY WHEN FEASIBLE.

IDENTIFICATION:

25. EACH RESURFACING SHALL BE IDENTIFIED WITH A METAL IDENTIFICATION TAG IDENTIFYING THE OWNER, AND YEAR OF CONSTRUCTION. IF THE RESURFACING IS MORE THAN 50 FEET IN LENGTH, PLACE THE TAG NEAR EACH END OF THE RESURFACING AND AT INTERVALS NOT TO EXCEED 50 FEET.

BUREAU OF ENGINEERING

OFFICIAL RECORD B-4778 Exhibit 2 (Page 4 of 4)

LADOT FIBER SPEC SHEET

Exhibit 4 (Page 1 of 3)

LOS ANGELES DEPARTMENT OF TRANSPORTATION CCTV OPTICAL TRANSMITTER AND RECEIVER SPECIFICATIONS (DIGITAL) VER: FED 1.1.0

PART 1 – GENERAL

1.01 PRODUCT Fiber Optic 9 or 10 bit digitally encoded video transmitter/multi-protocol data and video receiver/multi-protocol data. – Standalone or rack-mount.

1.02 PRODUCT DESCRIPTION SUMMARY Product shall be a 9 or 10 bit digitally encoded video transmitter/data transceiver and video receiver/data transceiver. The system shall utilize 1310/1550nm optics capable of digitally encoding and decoding 1 channel of uni-directional video and bi-directional multi-protocol data on one Single-mode/Multi-Mode optical fiber. All products shall be compatible (dimension, wavelength, power and all applied system requirements) with existing ATSAC CCTV systems, communication networks and all CCTV hub equipments.

PART 2 – PRODUCTS

2.01 GENERAL SPECIFICATIONS 1. The digital video transmitter and receiver unit shall be two separate modules. 2. The video transmitter section shall accept one composite video signal in NTSC format via BNC video input port. The receiver shall receive the optical signal from the transmitter and convert the signal to provide video signal via BNC video port. 3. The module shall use either 9 or 10- bit digital encoding and decoding for true broadcast quality video transmission that meets the requirements and/or compatibility of existing LADOT-ATSAC video system. 4. The module shall be capable of transmitting and receiving one channel of full color video in real time in NTSC formats. 5. The module shall support RS-422 (2 & 4 wire) data channels. 6. The module shall utilize a compound WDM Laser/Detector assembly for increased stability and reliability of system performance. 7. The module shall require no in-field electrical or optical adjustments or in-line attenuators to ease installation. 8. The module shall provide power, optical carrier detect / Link – lock, video input presence, video output sync presence, data transmit or data receive status indicating LED’s for monitoring proper system operation. 9. The module shall have CE marked. The circuit board shall be UL 94 flame rated and meet all PCI standards.

2.02 VIDEO SPECIFICATIONS 1. Input Video: 1 volt p-p (75 ohms) 2. Bandwidth: 5 Hz to 6.5 MHz (-3 dB) 3. Differential Gain: Max 1.0 % 4. Differential Phase: < 0.7 ° 5. Signal/Noise Ratio: Between 62 – 67dBw @ maximum optical loss budget

2.03 DATA SPECIFICATIONS 1. Data Interface: RS-232, RS-422, 2 and 4-wire RS-485 with automatic tri-state. 2. Data Format: NRZ, NRZI, Manchester, Bi-phase 3. Data Rate: DC – 125k (baud) 4. Bit Error Rate (BER): < 1 in 10-9 @ maximum optical loss budget

ATSAC Optical Video Transmitter and Receiver Specification Page 1 of 2 VER: FED 1.1.0 Exhibit 4 (Page 2 of 3) 2.04 OPTICAL SPECIFICATIONS 1. Optical Fiber: 9/125 micron single mode, 62.5/125 micron multimode fiber. 2. Number of Fibers Required: 1 3. Optical Wavelength: 1310/1550nm 4. Optical Detector Type: PIN detector 5. Receiver Sensitivity: 2µw (-27 dB) 6. Optical Power Budget: Min 22 dB or higher 7. Optical Attenuation: No manual adjustments required

2.05 STATUS INDICATORS 1. Power: Power indication status 2. Optical Carrier Detect: Optical carrier status 3. Video Input Sync: Video Input Sync status 4. Video Input: Video Input presence status 5. Data Transmit: Transmit Data present status 6. Data Receive: Receive Data presence status

2.07 CONNECTORS 1. Optical: FC/ST 2. Power: Terminal Block with Screw Clamps 3. Data: Two, 3-pin Terminal Blocks with Screw Clamps 4. Video: BNC (Gold Plated Center pin)

2.08 ELECTRICAL SPECIFICATIONS 1. Power: 24VAC or 9-12VDC (Chassis power) 2. Current Protection: Automatic re-settable solid-state current limiters 3. Voltage Regulation: Solid-state, Independent on each board

2.10 ENVIRONMENTAL SPECIFICATIONS 1. MTBF: >200,000 Hours 2. Operating Temp: –40˚ C to +74˚ C 3. Storage Temp: -55˚ C to +85˚ C

2.11 REGULATORY AGENCIES/APPROVALS AND LISTINGS 1. UL 94-flame rated PCB board: 94VO 2. Conformity for Europe (CE)

2.12 WARRANTY 1. Transmitter and Receiver unit shall be warranted by the manufacturer to be free of mechanical and technical defects for a period of five years after the original installation is completed. 2. All warranty shall have LADOT as the owner and documents shall be made available to LADOT at the time of delivery.

MANUFACTURED UNITS REFERENCE TABLES

Table A: Product Descriptions Module DESCRIPTION OPTICAL MINIMUM POWER DISTANCE BUDGET

Multimode Transmitter MM Video & data 1310 nm/ 1550 nm, 1 Fiber, 22 dB 10.0 miles and Receiver module surface mount with individual chassis or rack mount. Single mode Transmitter SM Video & data 1310 nm/1550 nm, 1 Fiber, surface mount 23 dB 35.0 miles and Receiver module with individual chassis or rack mount.

END

ATSAC Optical Video Transmitter and Receiver Specification Page 2 of 2 VER: FED 1.1.0 Exhibit 4 (Page 3 of 3)

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Exhibit 7 (1 of 1)

THIS EXHIBIT INTENTIONALLY LEFT BLANK

Exhibit 8 (1 of 1)

THIS EXHIBIT INTENTIONALLY LEFT BLANK

Exhibit 9 (1 of 1) Exhibit 10 (1 of 30) Exhibit 10 (2 of 30) Exhibit 10 (3 of 30) Exhibit 10 (4 of 30) Exhibit 10 (5 of 30) Exhibit 10 (6 of 30) signs shall be secured to 42" or 48" pallets. The Department may at it's opinion on large· orders supply sign storage boxes to the contractor. The con�ctorshall pick up the boxes and return them with the new signs Inserted. Sig_ns shipped in boxes shall be standing on edge. . B. The cpntractor shall deliver all items FOB CLA DOT, General Store. All deliveries shall be made on trucks which can be unloaded from both right and left sides. Notice of delivery shall be given 24 hours in advance with all deliveries not earlier : -. 'than 9:00 am not laterthan 2:00 pni of any work day, except that no deliveries will be accepted on Friday, Saturday, Sunday or observed CLA holiday.

Exhibit 10 (7 of 30) California MUTCD 2014 Edition Page 244 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 2B – Regulatory Signs, Barricades, and Gates Revised NovemberDecember 9,7, 20152014 Part 2 – Signs Exhibit 10 (8 of 30) California MUTCD 2014 Edition Page 245 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 2B – Regulatory Signs, Barricades, and Gates November 7, 2014 Part 2 – Signs Exhibit 10 (9 of 30) California MUTCD 2014 Edition Page 246 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 2B – Regulatory Signs, Barricades, and Gates RevisedNovember March 7, 20149, 2018 Part 2 – Signs Exhibit 10 (10 of 30) California MUTCD 2014 Edition Page 247 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 2B – Regulatory Signs, Barricades, and Gates November 7, 2014 Part 2 – Signs Exhibit 10 (11 of 30) California MUTCD 2014 Edition Page 248 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Table 2B-1(CA). California Regulatory Sign and Plaque Sizes (Sheet 1 of 7) Conventional Sign Road Sign or Plaque Section Expressway Freeway Minimum Oversized Designation Single Multi- Lane Lane Speed Zone Ahead R2-4(CA) 2B.13 24 x 30 24 x 30 36 x 45 48 x 60 24 x 30 --- End Speed Limit R3(CA) 2B.13 24 x 30 24 x 30 36 x 45 48 x 60 24 x 30 --- TRUCKS, 3 ALXELS OR MORE R6-3(CA) 2B.13 48 x 60 48 x 60 48 x 60 48 x 60 ------55 MAXIMUM TRUCKS 3 AXLES OR MORE R6-3A(CA) 2B.13 54 x 66 54 x 66 54 x 66 54 x 66 ------RIGHT 2 LANES ONLY ALL VEHICLES WHEN TOWING R6-4(CA) 2B.13 48 x 60 48 x 60 48 x 60 48 x 60 ------55 MAXIMUM ALL VEHICLES WHEN TOWING R6-4A(CA) 2B.31 54 x 66 54 x 66 54 x 66 54 x 66 ------RIGHT 2 LANES ONLY No Right Turn on Red R13A(CA) 2B.54 18 x 30 24 x 36 30x 48 30x 48 18 x 30 --- No Left Turn on Red R13B(CA) 2B.54 18 x 30 24 x 36 30x 48 30x 48 18 x 30 --- RIGHT (LEFT) LANE MUST EXIT R18A(CA) 2B.20 ------66 x48 66 x48 ------RIGHT (LEFT) LANE FREEWAY R18B(CA) 2B.20 36 x 36 36 x 36 ------ONLY No Trucks Variable Message R20-1(CA) 2B.39 ------102 x 48 102 x 48 ------NEXT RIGHT plaque R20-1A(CA) 2B.39 ------102 x 18 102 x 18 ------Weight Limit R20A(CA) 2B.59 30 x 30 30 x 30 36 x 40 ------Truck Exclusion plaque R20D-1(CA) 2B.59 24 x 6 30 x 9 36 x 12 --- 24 x 6 --- Truck Exclusion plaque R20D-2(CA) 2B.59 24 x 6 30 x 9 36 x 12 --- 24 x 6 --- Truck Exclusion plaque R20D-3(CA) 2B.59 24 x 6 30 x 9 36 x 12 --- 24 x 6 --- Truck Exclusion plaque R20D-4(CA) 2B.59 24 x 6 30 x 9 36 x 12 --- 24 x 6 --- Truck Length Limit R20H(CA) 2B.39 36 x 36 36 x 36 42 x 42 --- 36 x 36 --- Bridge Speed and Weight Limit R21(CA) 2B.39 36 X 30 36 X 30 ------OK TO PARK ON BRIDGE R22(CA) 2B.46 12 X 18 12 X 18 ------NO FISHING (JUMPING) FROM R23(CA) 2B.101 26 X 18 26 X 18 ------BRIDGE PARK PARALLEL R24(CA) 2B.46 12 X 18 12 X 18 ------SCHOOL BUS ONLY w/Double R24A(CA) 2B.46 12 X 18 12 X 18 ------Arrow TAXI CAB ONLY w/Double Arrow R24B(CA) 2B.46 12 X 18 12 X 18 ------TOUR BUS ONLY w/ Double R24C(CA) 2B.46 12 X 18 12 X 18 ------Arrow MAIL DEPOSIT ONLY w/ Double R24D(CA) 2B.46 12 X 18 12 X 18 ------Arrow BLOCK WHEELS TO CURB R24E(CA) 2B.46 12 X 18 12 X 18 ------PARK OFF PAVEMENT R25(CA) 2B.46 24 x 15 24 x 15 ------LOADING ONLY 7AM TO 6PM EXCEPT SUNDAY 30 MINUTE R25A(CA) 2B.46 12 X 18 12 X 18 ------LIMIT w/ Double Arrow Passenger Loading ONLY 5 R25B(CA) 2B.46 18 x 18 18 x 18 ------MINUTE LIMIT w/ Double Arrow PASSENGER LOADING ONLY 5 R25C(CA) 2B.46 18 x 18 18 x 18 ------MINUTE LIMIT w/ Double Arrow School Passenger Loading ONLY 7AM TO 4PM SCHOOL DAYS 5 R25D(CA) 2B.46 18 x 21 18 x 21 ------MINUTE LIMIT w/ Double Arrow PASSENGER LOADING ONLY 7AM TO 4PM SCHOOL DAYS 5 R25E(CA) 2B.46 18 x 21 18 x 21 ------MINUTE LIMIT w/ Double Arrow School Bus Passenger Loading R25F(CA) 2B.46 18 x 18 18 x 18 ------ONLY w/ Double Arrow Tour Bus Passenger Loading R25H(CA) 2B.46 18 x 18 18 x 18 ------ONLY w/ Double Arrow

Chapter 2B – Regulatory Signs, Barricades, and Gates November 7, 2014 Part 2 – Signs Exhibit 10 (12 of 30) California MUTCD 2014 Edition Page 249 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Table 2B-1(CA). California Regulatory Sign and Plaque Sizes (Sheet 2 of 7) Conventional Sign Road Sign or Plaque Section Expressway Freeway Minimum Oversized Designation Single Multi- Lane Lane CAR SHARE PARKING ONLY PERMIT REQUIRED w/ Double R25J(CA) 2B.46 18 x 18 18 x 18 ------Arrow NO PARKING ANY TIME R26(CA) 2B.46 12 x 18 12 x 18 ------NO STOPPING ANY TIME R26(S)(CA) 2B.46 12 x 18 12 x 18 ------NO PARKING ANY TIME R26A(CA) 2B.46 24 x 30 24 x 30 24 x 30 ------NO STOPPING ANY TIME R26A(S)(CA) 2B.46 24 x 30 24 x 30 24 x 30 ------NO STOPPING FIRE LANE R26F(CA) 2B.46 12 x 18 12 x 18 24 x 30 --- 12 x 18 --- Tow-Away No Parking R26K(CA) 2B.46 12 x 18 12 x 18 ------Tow-Away NO STOPPING ANY R26L(CA) 2B.46 12 x 18 12 x 18 ------TIME NO PARKING ON BRIDGE R27(CA) 2B.46 12 x 18 12 x 18 ------NO PARKING ON BRIDGE R27A(CA) 2B.46 24 x 30 24 x 30 24 x 30 ------NO PARKING ANY TIME with R28(CA) 2B.46 12 x 18 12 x 18 ------Arrow NO STOPPING ANY TIME with R28(S)(CA) 2B.46 12 x 18 12 x 18 ------Arrow NO PARKING ANY TIME with R28A(CA) 2B.46 24 x 30 24 x 30 24 x 30 ------Arrow NO STOPPING ANY TIME with R28A(S)(CA) 2B.46 24 x 30 24 x 30 24 x 30 ------Arrow NO STOPPING BUS ONLY w/ R28C(CA) 2B.46 12 x 18 12 x 18 ------Arrow NO PARKING VEHICLES OVER R28D(CA) 2B.46 18 x 18 18 x 18 ------6' HIGH w/ Double Arrow NO STOPPING VEHICLES R28D(S)(CA) 2B.46 18 x 18 18 x 18 ------OVER 6' HIGH w/ Double Arrow NO PUBLIC PARKING SUBJECT TO CITATION AND REMOVAL R28E(CA) 2B.46 18 x 24 18 x 24 ------AT OWNER'S EXPENSE No Parking VEHICLES OVER 5 R28F(CA) 2B.46 12 x 18 12 x 18 ------TONS No Stopping/No Parking Specific R29(CA) 2B.46 18 x 30 18 x 30 ------Hours No Parking Specific Hours R30(CA) 2B.46 12 x 18 12 x 18 ------No Parking Specific Hours R30A(CA) 2B.46 12 x 18 12 x 18 ------No Parking 10AM TO 12PM WEDNESDAY STREET R30B(CA) 2B.46 12 x 18 12 x 18 ------SWEEPING No Parking 2AM TO 6AM R30C(CA) 2B.46 12 x 18 12 x 18 ------EXCEPT BY PERMIT No Parking 2AM TO 6AM R30D(CA) 2B.46 18 x 30 18 x 30 ------CITYWIDE EXCEPT BY PERMIT No Parking w/ Double Arrow R30E(CA) 2B.46 12 x 18 12 x 18 ------No Stopping Specific Hours R30F(CA) 2B.46 12 x 18 12 x 18 ------School Days No Parking/Parking Specific 14 x R31(CA) 2B.46 14 x 20.5 ------Hours 20.5 No Stopping/Parking Specific R31(S)(CA) 2B.46 18 x 30 18 x 30 ------Hours Limited Hour/Minute Parking R32(CA) 2B.46 12 x 18 12 x 18 ------Specific Hours The No Parking/Parking Specific R32B(CA) 2B.46 12 x 30 12 x 30 ------Hours 2 HOUR PARKING 8AM TO 6PM R32C(CA) 2B.46 12 x 18 12 x 18 ------DISTRICT 7 PERMITS EXEMPT

Chapter 2B – Regulatory Signs, Barricades, and Gates November 7, 2014 Part 2 – Signs Exhibit 10 (13 of 30) California MUTCD 2014 Edition Page 250 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Table 2B-1(CA). California Regulatory Sign and Plaque Sizes (Sheet 3 of 7) Conventional Sign Road Sign or Plaque Section Expressway Freeway Minimum Oversized Designation Single Multi- Lane Lane 30 MINUTE PARKING 2AM TO 6AM DISTRICT 3 PERMITS R32D(CA) 2B.46 12 x 18 12 x 18 ------EXEMPT 2 HOUR PARKING 8AM TO 4PM - PASSENGER LOADING ONLY R32E(CA) 2B.46 18 x 30 18 x 30 ------4PM TO MIDNIGHT 5 MINUTE LIMIT w/ Double Arrow 2 HOUR PARKING 8AM TO 6PM MOTORCYCLE PARKING ONLY R32F(CA) 2B.46 12 x 18 12 x 18 ------w/ Double Arrow NO LEFT TURN Specific Hours R33(CA) 2B.18 24 x 36 24 x 36 ------NO LEFT TURN Specific Hours R33A(CA) 2B.18 30 x 48 30 x 48 30 x 48 ------Commercial Vehicle Weight R36(CA) 2B.59 24 x 24 24 x 24 ------Exclusion Tow-Away No Stopping/Limited R37(CA) 2B.46 18 x 31 18 x 31 ------Hour Parking Specific Hours Tow-Away No Parking/Limited 14 x R38(CA) 2B.46 14 x 20.5 ------Hour Parking Specific Hours 20.5 Tow-Away No Stopping/Limited R38(S)(CA) 2B.46 18 x 31 18 x 31 ------Hour Parking Specific Hours TOW-AWAY NO STOPPING 7AM TO 9AM - PASSENGER LOADING ONLY ALL OTHER R38A(CA) 2B.46 18 x 30 18 x 30 ------TIMES 5 MINUTE LIMIT w/ Double Arrow NO PARKING OF COMMERCIAL R39(CA) 2B.46 24 x 30 24 x 30 ------VEHICLES EXCEPT BY PERMIT NO DOUBLE PARKING ANYTIME COMMERCIAL R39-1(CA) 2B.46 12 x 18 12 x 18 ------VEHICLES INCLUDED NO DOUBLE PARKING ANYTIME COMMERCIAL R39-2(CA) 2B.46 18 x 18 18 x 18 ------VEHICLES INCLUDED TWO WAY TRAFFIC AHEAD R40(CA) 2B.102 24 x 30 24 x 30 ------$1000 FINE FOR LITTERING R47(CA) 2B.103 52 x 36 52 x 36 52 x 36 52 x 36 ------$1000 FINE FOR ANIMAL R47A(CA) 2B.103 54 x 36 54 x 36 54 x 36 54 x 36 ------ABANDONMENT SPEED ENFORCED BY RADAR R48(CA) 2B.110 24 x 30 24 x 30 36 x 48 48 x 60 18 x 24 --- RADAR ENFORCED R48-1(CA) 2B.13 36 x 18 36 x 18 48 x 24 48 x 24 24 x 12 --- SPEED ENFORCED BY R48-2(CA) 2B.13 24 x 30 24 x 30 36 x 48 48 x 60 18 x 24 --- AIRCRAFT NO PED CROSSING, USE R49(CA) 2B.51 42 x 18 42 x 18 ------CROSSWALK END TRUCK LANE R53A(CA) 2B.31 36 x 36 36 x 36 48 x 48 48 x 48 24 x 24 --- TRUCKS RIGHT LANE ONLY R53B(CA) 2B.31 36 x 48 36 x 48 48 x 60 48 x 60 24 x 30 --- AUTOS WITH TRAILERS - R53D(CA) 2B.39 ------66 x 72 66 x 72 ------TRUCKS - PROHIBITED END TRUCK LANE CONTROL R53E(CA) 2B.31 36 x 48 36 x 48 48 x 60 48 x 60 24 x 30 --- YIELD TO UPHILL TRAFFIC R55(CA) 2B.31 ------48 x 54 48 x 54 ------BEGIN FREEWAY R57(CA) 2B.49 ------48 x 26 48 x 26 ------END FREEWAY R58(CA) 2B.48 ------48 x 26 48 x 26 ------Optional Movement Lane Control R60B(CA) 2B.21 54 x 48 54 x 48 ------Intersection Lane Control R61-1(CA) 2B.19 30 x 30 45 x 45 ------30 x 30 --- Intersection Lane Control R61-3(CA) 2B.19 30 x 30 45 x 45 ------30 x 30 --- Intersection Lane Control R61-5(CA) 2B.19 36 x 30 54 x 45 ------36 x 30 --- Intersection Lane Control R61-7(CA) 2B.19 36 x 30 54 x 45 ------36 x 30 ---

Chapter 2B – Regulatory Signs, Barricades, and Gates November 7, 2014 Part 2 – Signs Exhibit 10 (14 of 30) California MUTCD 2014 Edition Page 251 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Table 2B-1(CA). California Regulatory Sign and Plaque Sizes (Sheet 4 of 7) Conventional Sign Road Sign or Plaque Section Expressway Freeway Minimum Oversized Designation Single Multi- Lane Lane Intersection Lane Control R61-9(CA) 2B.19 36 x 30 54 x 45 ------36 x 30 --- Intersection Lane Control R61-11(CA) 2B.19 36 x 30 54 x 45 ------36 x 30 --- Intersection Lane Control R61-13(CA) 2B.19 48 x 30 72 x 45 ------48 x 30 --- Intersection Lane Control R61-15(CA) 2B.19 48 x 30 72 x 45 ------48 x 30 --- Intersection Lane Control R61-17(CA) 2B.19 48 x 30 72 x 45 ------48 x 30 --- Intersection Lane Control R61-19(CA) 2B.19 36 x 30 48 x 36 ------30 x 24 --- Intersection Lane Control R61-22(CA) 2B.19 54 x 30 78 x 45 ------54 x 30 --- Intersection Lane Control R61-24(CA) 2B.19 54 x 30 78 x 45 ------54 x 30 --- Intersection Lane Control R61-26(CA) 2B.19 48 x 30 72 x 45 ------48 x 30 --- Intersection Lane Control R61-28(CA) 2B.19 48 x 30 72 x 45 ------48 x 30 --- Intersection Lane Control R61-30(CA) 2B.19 36 x 30 54 x 45 ------36 x 30 --- Intersection Lane Control R61-32(CA) 2B.19 36 x 30 54 x 45 ------36 x 30 --- Intersection Lane Control R61-34(CA) 2B.19 48 x 30 72 x 45 ------48 x 30 --- Intersection Lane Control R61-36(CA) 2B.19 48 x 30 72 x 45 ------48 x 30 --- PUSH BUTTON FOR PEDESTRIAN WARNING R62E(CA) 2B.52 5 x 7.5 5 x 7.5 ------5 x 7.5 9 x 12 LIGHTS - CROSS WITH CAUTION TRUCKS OK R70(CA) 2B.31 ------96 x 70 ------Intersection Lane Control R73-1(CA) 2B.19 36 x 30 36 x 30 ------24 x 20 45 x 36 Intersection Lane Control R73-2(CA) 2B.19 36 x 36 36 x 36 ------24 x 24 45 x 45 Intersection Lane Control R73-3(CA) 2B.19 36 x 36 36 x 36 ------24 x 24 45 x 45 Intersection Lane Control R73-4(CA) 2B.19 36 x 45 36 x 45 ------36 x 45 --- Intersection Lane Control R73-5(CA) 2B.19 36 x 36 36 x 36 ------24 x 24 --- Intersection Lane Control R73-6(CA) 2B.19 36 x 36 36 x 36 ------24 x 24 --- Intersection Lane Control R73-8(CA) 2B.19 36 x 45 36 x 45 ------24 x 30 --- AT SIGNAL plaque R73-9(CA) 2B.53 24 x 9 24 x 9 --- 24 x 9 CHAIN INSTALLATION ONLY R74(CA) 2B.46 36 x 36 36 x 36 36 x 36 36 x 36 ------CHAINS REQUIRED (X MILE (X R75(CA) 2B.46 48 x 42 48 x 42 48 x 42 48 x 42 ------MILES)) AHEAD CHAINS REQUIRED R76(CA) 2B.46 48 x 24 48 x 24 48 x 24 48 x 24 ------ON SINGLE AXLE DRIVE R76-1(CA) 2B.46 48 x 24 48 x 24 48 x 24 48 x 24 ------VEHICLE WITH TRAILER NO EXCEPTIONS R77(CA) 2B.46 48 x 30 48 x 30 48 x 30 48 x 30 48 x 12 --- END CHAIN CONTROL R78(CA) 2B.46 48 x 34 48 x 34 48 x 34 48 x 34 ------AUTOS & PICKUPS SNOW R79(CA) 2B.46 48 x 30 48 x 30 48 x 30 48 x 30 ------TIRES OK - CARRY CHAINS 4-W DRIVE WITH SNOW TIRES R80-1(CA) 2B.46 48 x 30 48 x 30 48 x 30 48 x 30 ------OK - CARRY CHAINS Specific Hours/Days plaque R82A(CA) 2B.31 30 x 12 30 x 12 36 x 18 36 x 18 30 x 12 48 x 24 1 CAR (2 CARS) PER GREEN R89(CA) 2B.56 ------22 x 6 36 x 9 22 x 6 --- 1 CAR (2 CARS) PER GREEN R89-1(CA) 2B.56 ------22 x 10 36 x 16 22 x 10 --- EACH LANE 1 CAR (2 CARS) PER GREEN R89-2(CA) 2B.56 ------22 x 10 36 x 16 22 x 10 --- THIS LANE RIGHT (LEFT) LANE THIS R89-3(CA) 2B.56 ------22 x 10 36 x 16 22 x 10 --- SIGNAL Accessible Parking Only R99(CA) 2B.46 12 x 18 12 x 18 ------MINIMUM FINE $250 plaque R99B(CA) 2B.46 12 x 9 12 x 9 ------Accessible Parking Only Minimum R99C(CA) 2B.46 12 x 24 12 x 24 ------Fine $250 TOW-AWAY SPECIAL PLACARD R100A(CA) 2B.46 12 x 8 12 x 8 ------OR LICENSE PLATE REQUIRED Disabled Tow-Away R100B(CA) 2B.46 24 x 24 24 x 24 ------

Chapter 2B – Regulatory Signs, Barricades, and Gates November 7, 2014 Part 2 – Signs Exhibit 10 (15 of 30) California MUTCD 2014 Edition Page 252 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Table 2B-1(CA). California Regulatory Sign and Plaque Sizes (Sheet 5 of 7) Conventional Sign Road Sign or Plaque Section Expressway Freeway Minimum Oversized Designation Single Multi- Lane Lane PRIVATE ROAD (PRIVATE PROPERTY) VEHICLE CODE R101(CA) 2B.104 36 x 24 36 x 24 ------24 x 18 --- ENFORCED Hazardous Waste Prohibited R102(CA) 2B.62 24 x 24 24 x 24 30 x 30 30 x 30 18 x 18 48 x 48 HAZARDOUS WASTE PROHIBITED R102A(CA) 2B.62 24 x 18 24 x 18 30 x 20 30 x 20 18 x 12 48 x 30 Hazardous Waste Permitted R103(CA) 2B.62 24 x 24 24 x 24 30 x 30 30 x 30 18 x 18 48 x 48 HAZARDOUS WASTE PERMITTED R103A(CA) 2B.62 24 x 18 24 x 18 30 x 20 30 x 20 18 x 12 48 x 30 Hazardous Material Prohibited R104(CA) 2B.62 24 x 24 24 x 24 30 x 30 30 x 30 18 x 18 48 x 48 HAZARDOUS MATERIAL R104A(CA) 2B.62 24 x 18 24 x 18 30 x 20 30 x 20 18 x 12 48 x 30 PROHIBITED Hazardous Material Permitted R105(CA) 2B.62 24 x 24 24 x 24 30 x 30 30 x 30 18 x 18 48 x 48 HAZARDOUS MATERIAL R105A(CA) 2B.62 24 x 18 24 x 18 30 x 20 30 x 20 18 x 12 48 x 30 PERMITTED Tow-Away NO STOPPING 4 TO 6 R107(CA) 2B.46 18 x 18 18 x 18 ------PM No Parking of Vehicles for Sale R108(CA) 2B.46 12 x 18 12 x 18 ------PAY AT STATION R109(CA) 2B.47 12 x 6 12 x 6 12 x 6 ------MOVE OVER OR SLOW FOR STOPPED EMERGENCY AND R110(CA) 2B.112(CA) ------120 x 48 ------MAINTENANCE VEHICLES Electric Vehicle Charging Station R112(CA) 2B.46 * * ------24 X 24 --- Tow-Away No Parking EXCEPT FOR EV R113(CA) 2B.46 * * ------12 X 18 --- CHARGING No Parking EXCEPT FOR ELECTRIC R113A(CA) 2B.46 * * ------12 X 18 --- VEHICLE CHARGING __HOUR EV CHARGING R114(CA) 2B.46 * * ------12 X 18 --- __AM TO __PM __HOUR ELECTRIC VEHCICLE R114A(CA) 2B.46 * * ------12 X 21 --- CHARGING __AM TO __PM Rest Area Disclaimer SR2(CA) 2B.46 18 x 12 18 x 12 ------WAIT HERE UNTIL SCALE CLEAR SR6-1(CA) 2B.60 ------44 x 36 44 x 36 ------RELEASE BRAKES WHILE ON SR7-1(CA) 2B.60 ------42 x 36 42 x 36 ------SCALE SET PARKING BRAKES SR8-1(CA) 2B.60 ------48 x 20 48 x 20 ------LOADED SR9-1(CA) 2B.60 ------68 x 24 68 x 24 ------EMPTY SR10-1(CA) 2B.60 ------62 x 24 62 x 24 ------EMPTY 5 MPH SR11-1(CA) 2B.60 ------112 x 24 112 x 24 ------LOADED 3 MPH SR12-1(CA) 2B.60 ------118 x 24 118 x 24 ------Theft CHP plaque SR13-1(CA) 2B.60 48 x 10 48 x 10 ------Seat Belt SR15(CA) 2B.66 18 x 24 18 x 24 18 x 24 18 x 24 ------SAFETY BELT LAW ENFORCED SR15A(CA) 2B.66 18 x 18 18 x 18 18 x 18 18 x 18 ------TRUCKS NOT GIVEN BYPASS SIGNAL MUST ENTER OPEN SR17(CA) 2B.60 ------120 x 42 144 x 54 120 x 42 --- SCALES NO EXPLOSIVES OR FLAMMABLES SR18(CA) 2B.62 36 x 24 36 x 24 ------EXPLOSIVES AND CORROSIVES SR19-1(CA) 2B.62 60 x 48 60 x 48 ------PROHIBITED WITHOUT PERMIT SNOW NOT REMOVED BEYOND SR20-1(CA) 2B.46 48 x 30 48 x 30 ------HERE DUMPING PROHIBITED SR22-1(CA) 2B.106 30 x 14 30 x 14 ------

Chapter 2B – Regulatory Signs, Barricades, and Gates November 7, 2014 Part 2 – Signs Exhibit 10 (16 of 30) California MUTCD 2014 Edition Page 253 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Table 2B-1(CA). California Regulatory Sign and Plaque Sizes (Sheet 6 of 7 ) Conventional Sign Road Sign or Plaque Section Expressway Freeway Minimum Oversized Designation Single Multi- Lane Lane NO HOUSEHOLD GARBAGE SR23-1(CA) 2B.106 26 x 18 26 x 18 ------TRANSPORTING ILLEGAL SR25(CA) 2B.63 84 x 42 84 x 42 108 x 54 108 x 54 84 x 42 --- FIREWORKS PROHIBITED DISPLAY OF VEHICLES FOR SALE SR26(CA) 2B.46 30 x 24 30 x 24 ------PROHIBITED LEFT TURN ON GREEN ARROW SR39A(CA) 2B.53 36 x 48 36 x 48 ------ONLY - NO U TURN LEFT OR U TURN ON GREEN ARROW SR39A(U)(CA) 2B.53 42 x 24 42 x 24 ------ONLY Width Limit SR40(CA) 2B.60 ------60 x 78 60 x 78 48 x 60 --- ALL BUSES STOP AT SCALES SR41(CA) 2B.60 ------84 x 48 84 x 48 ------ALL BUSES with Arrow SR42(CA) 2B.60 ------54 x 54 54 x 54 ---

GOLF CARTS OK DAYLIGHT HOURS SR43(CA) 2B.107 18 x 24 18 x 24 ------Bus and Truck Registration SR44(CA) 2B.108 72 x 42 72 x 42 ------EMERGENCY ACCESS KEEP CLEAR SR46(CA) 2B.109 24 x 30 24 x 30 ------OFF HIGHWAY VEHICLES COMBINED SR47(CA) 2B.110 48 x 48 48 x 48 ------USE NEXT (X) MILES NO OFF HIGHWAY VEHICLES SR48(CA) 2B.110 48 x 48 48 x 48 ------BEYOND THIS POINT TOW-AWAY NO PARKING WHEN SR49(CA) 2B.46 36 x 45 36 x 45 ------18 x 24 --- SNOW REMOVAL CONDITIONS EXIST SPECIAL DRIVING ZONE BEGINS SR53(CA) 2B.17 48 x 48 48 x 48 72 x 72 72 x 72 48 x 48 --- HERE - DOUBLE FINE ZONE DOUBLE FINE ZONE SR54(CA) 2B.17 30 x 30 30 x 30 42 x 42 42 x 42 30 x 30 --- SPECIAL DRIVING ZONE ENDS HERE SR55(CA) 2B.17 48 x 30 48 x 30 72 x 42 72 x 42 48 x 30 --- Traffic Signal PHOTO ENFORCED SR56(CA) 2B.55 36 x 54 36 x 54 48 x 72 48 x 72 30 x 42 --- ALL TRUCKS - 2 AXLE AND MORE - SR57(CA) 2B.60 84 x 18 84 x 18 120 x 30 144 x 36 84 x 18 --- STOP AT SCALE RED LIGHT VIOLATION $____ FINE SR58(CA) 2B.55 30 x 36 30 x 36 36 x 48 36 x 48 30 x 36 --- MINOR CRASH NO INJURIES – SAFELY MOVE VEHICLES FROM SR61(CA) 2B.65 96 x 66 96 x 66 96 x 66 96 x 66 96 x 66 --- TRAVEL LANES NO IDLING COMMERCIAL VEHICLES SR62 (CA) 2B.55 18 x 24 18 x 24 ------AND ALL BUSES

NO IDLING All Buses and Commercial SR63 (CA) 2B.55 18 x 24 18 x 24 ------Vehicles FREEWAY - ACCESS RIGHTS RESTRICTED ON THIS SECTION OF S3-1(CA) 2B.39 30 x 24 30 x 24 ------HIGHWAY STATE PROPERTY - NO DUMPING - S8(CA) 2B.111 36 x 22 36 x 22 ------NO PARKING - NO TRESPASSING STATE PROPERTY - ANY PERSON REMOVING OR MOLESTING SAME S20(CA) 2B.111 24 x 18 24 x 18 ------WILL BE PROSECUTED Weigh Station Repair Service plaque S21(CA) 2B.60 36 x 24 36 x 24 ------

Chapter 2B – Regulatory Signs, Barricades, and Gates November 7, 2014 Part 2 – Signs Exhibit 10 (17 of 30) California MUTCD 2014 Edition Page 254 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Table 2B-1(CA). California Regulatory Sign and Plaque Sizes (Sheet 7 of 7 ) Conventional Sign Road Sign or Plaque Section Expressway Freeway Minimum Oversized Designation Single Multi- Lane Lane DAYLIGHT HEADLIGHT S30-1(CA) 2B.64 84 x 54 84 x 54 ------SECTION TURN ON HEADLIGHTS NEXT X S30-2(CA) 2B.64 108 x 54 108 x 54 ------MILES END DAYLIGHT HEADLIGHT S30-3(CA) 2B.64 84 x 66 84 x 66 ------SECTION TURN ON HEADLIGHTS S30-4(CA) 2B.64 84 x 42 84 x 42 ------CHECK HEADLIGHTS S30-5(CA) 2B.64 84 x 42 84 x 42 ------Safety Corridor Sign S33(CA) 2B.64 102 x 48 102 x 48 ------

______

Table 2B-101(CA) Standard Application of Speed Limits per California Vehicle Code (Sheet 1 of 2)

Speed Determined by Roadway Facility CVC Section

. Railroad grade crossing with obstructed view State or 15 mph . Uncontrolled highway intersection with obstructed view 22352.a.1 local authority . An alley Where the prima facie speed of 25 mph is more than is reasonable or safe State or . Narrow street not exceeding 25 feet other than a State 22358.3 & 15 & 20 mph local authority Highway in a business or residential area or in a public 22358.4 park . Road near a school or senior center facility

. Any highway other than a State highway in any business or residential district . A street contiguous to senior citizen facility other than a State or 22352.a.2 & 25 mph State highway local authority 22357.1 . Adjacent to a children’s playground in a public park, but only during particular hours or days when children are expected to use facilities

Chapter 2B – Regulatory Signs, Barricades, and Gates November 7, 2014 Part 2 – Signs Exhibit 10 (18 of 30) California MUTCD 2014 Edition Page 307 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 2C – Warning Signs and Object Markers November 7, 2014 Part 2 - Signs Exhibit 10 (19 of 30) California MUTCD 2014 Edition Page 308 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 2C – Warning Signs and Object Markers November 7, 2014 Part 2 - Signs Exhibit 10 (20 of 30) California MUTCD 2014 Edition Page 309 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 2C – Warning Signs and Object Markers November 7, 2014 Part 2 - Signs Exhibit 10 (21 of 30) California MUTCD 2014 Edition Page 310 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Table 2C-2(CA). California Warning Sign and Plaque Sizes (Sheet 1 of 2) Conventional Sign Road Sign or Plaque Section Expressway Freeway Minimum Oversized Designation Single Multi- Lane Lane Combination Reverse 2C.07, 72X72 W4-1(CA) 48X48 48X48 60X60 60X60 --- Turn/Advisory Speed 2C.10 96X96 Combination Hairpin 2C.07, 72X72 W4-10(CA) 48X48 48X48 60X60 60X60 --- Curve/Advisory Speed 2C.10 96X96 Combination 270-degree 72X72 W4-14(CA) 2C.07 48X48 48X48 60X60 60X60 --- Loop/Advisory Speed 96X96 Combination Reverse 2C.07, 72X72 W4-18(CA) 48X48 48X48 60X60 60X60 --- Curve/Advisory Speed 2C.10 96X96 Combination Truck Rollover 2C.07, W4-22(CA) 72X72 72X72 72X72 72X72 --- 96X96 Warning/Advisory Speed 2C.10 Weight Limit W20(CA) 2B.59 30X36 30X36 36X48 36X48 ------Weight Limit W20A(CA) 2B.59 30X30 30X30 36X40 36X40 ------DEEP GRAVEL W30B(CA) 2C.17 36X36 36X36 36X36 36X36 ------RIGHT(LEFT) EXIT W30C(CA) 2C.17 ------114X24 114X24 78X18 --- 2C.26, END W31(CA) 30X30 30X30 30X30 30X30 24X24 --- 2C.66 ROAD ENDS ___ FT W31A(CA) 2C.26 30X30 30X30 36X36 36X36 24X24 --- 2C.27, Distance Ahead plaque W34A(CA) 36X30 36X30 48X36 48X36 --- 60X48 2C.55 CAUTION VERTICAL W34C(CA) 2C.27 36X54 36X54 48X72 48X72 ------CLEARANCE __' __" Arrow SLIDE AREA W38(CA) 2C.32 30X30 30X30 48X48 48X48 ------TWO WAY TRAFFIC plaque W44A(CA) 2C.44 36X24 36X24 ------Rock Slide Area W50-1(CA) 2C.32 36X36 36X36 48X48 48X48 ------SLOW TRUCKS W51(CA) 2C.16 48X48 48X48 48X48 48X48 --- 72X72 FLOODED W55(CA) 2C.35 30X30 30X30 36X36 36X36 ------END FREEWAY ______MI W69(CA) 2C.46 ------60X60 ------CROSS TRAFFIC AHEAD W70(CA) 2C.46 ------60X60 ------RIGHT(LEFT) LANE EXITS W73(CA) 2C.42 ------48X48 48X48 36X36 60X60 AHEAD RIGHT(LEFT) LANE TURNS 2C.40, W73A(CA) 36X36 36X36 48X48 ------60X60 RIGHT(LEFT) AHEAD 2C.42 2B.20, THRU TRAFFIC MERGE LEFT W74(CA) 2C.40, 36X36 36X36 48X48 48X48 --- 60X60 (RIGHT) 2C.42 PASS WITH CARE W83(CA) 2C.44 24X30 24X30 36X45 36X45 ------SPEED HUMPS AHEAD W84(CA) 2C.29 36X36 36X36 ------30X30 --- SPEED HUMP AREA W85(CA) 2C.29 36X36 36X36 ------30X30 --- WHEN FLOODED TURN W87(CA) 2C.35 48X48 48X48 ------48X48 --- AROUND DON’T DROWN “METER ON” Activated Blank- W88-2(CA) 2C.37 ------96X48 96X48 ------Out “______METER ON” W88-3(CA) 2C.37 ------96X48 96X48 ------Activated Blank-Out “PREPARE TO STOP” Activated W89(CA) 2C.37 ------96X48 96X48 ------Blank-Out WATCH DOWNHILL SPEED SW4-1(CA) 2C.57 72X72 72X72 72X72 72X72 ------TRAILERS-CAMPERS-GUSTY SW17-1(CA) 2C.38 132X48 132X48 132X48 132X48 ------WIND AREA NEXT ___MILES WINDING LEVEE ROAD SW22-1(CA) 2C.07 42X42 42X42 ------Speed/Distance plaque SW22-1A(CA) 2C.07 30X18 30X18 30X18 30X18 ------72X72 SIGNAL/STOP AHEAD Arrow SW26(CA) 2C.36 60X60 72X72 72X72 --- 96X96 (ramps) DRIFTING SAND SW32(CA) 2C.32 36X36 36X36 48X48 48X48 30X30 ---

Chapter 2C – Warning Signs and Object Markers Revised NovemberDecember 7,9, 20142015 Part 2 - Signs Exhibit 10 (22 of 30) California MUTCD 2014 Edition Page 311 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Table 2C-2(CA). California Warning Sign and Plaque Sizes (Sheet 2 of 2) Conventional Sign Road Sign or Plaque Section Expressway Freeway Minimum Oversized Designation Single Multi- Lane Lane FLASH FLOOD AREA SW35(CA) 2C.35 36X36 36X36 36X36 36X36 ------END FREEWAY SW36(CA) 2C.46 48X48 48X48 48X48 48X48 ------TUNNEL SW37(CA) 2C.20 30X30 30X30 30X30 30X30 ------DEAF CHILDREN NEAR SW38(CA) 2C.50 30X30 30X30 30X30 --- 24X24 --- SNOW SLIDE AREA SW41(CA) 2C.32 36X36 36X36 48X48 48X48 30X30 --- Downward Arrow SW44(CA) 2C.19 36X36 36X36 48X48 48X48 30X30 --- WATCH FOR SNOW SLIPPERY SW46(CA) 2C.32 36X36 36X36 48X48 48X48 ------OFF HIGHWAY VEHICLES SW47(CA) 2C.49 36X36 36X36 36X36 --- 30X30 --- TRACTOR-SEMIS OVER ___ FEET KINGPIN TO REAR AXLE SW48(CA) 2C.07 48X36 48X36 72X54 72X54 ------NOT ADVISED NEXT RIGHT SW48-1(CA) 2C.07 48X12 48X12 72X18 72X18 ------PLAYGROUND SW49(CA) 2C.51 36X12 36X12 36X12 ------SENIOR ZONE SW50-1P(CA) 2C.50 24X18 24X18 24X18 ------SENIOR SW50-2P(CA) 2C.50 24X8 24X8 24X8 ------EMERGENCY VEHICLES SW52(CA) 2C.49 42X42 42X42 48X48 48X48 30X30 --- WATCH FOR SNOW REMOVAL SW58(CA) 2C.49 36X36 36X36 54X48 54X48 ------EQUIPMENT Migrating Bears SW59(CA) 2C.50 36X36 36X36 48X48 48X48 30X30 --- WATCH FOR STOPPED SW60(CA) 2C.36 36X36 36X36 48X48 48X48 ------VEHICLES

______

Chapter 2C – Warning Signs and Object Markers Revised November March 7, 9, 2014 2018 Part 2 - Signs Exhibit 10 (23 of 30) California MUTCD 2014 Edition Page 1113 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Double Double

Chapter 6F – Temporary Traffic Control Zone Devices November 7, 2014 Part 6 – Temporary Traffic Control Exhibit 10 (24 of 30) California MUTCD 2014 Edition Page 1114 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

(See W50-1(CA) Sign)

Chapter 6F – Temporary Traffic Control Zone Devices November 7, 2014 Part 6 – Temporary Traffic Control Exhibit 10 (25 of 30) California MUTCD 2014 Edition Page 1115 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

18 24

Chapter 6F – Temporary Traffic Control Zone Devices November 7, 2014 Part 6 – Temporary Traffic Control Exhibit 10 (26 of 30) California MUTCD 2014 Edition Page 1116 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Table 6F-1(CA). California Temporary Traffic Control Zone Sign and Plaque Sizes Sign Conventional Road Sign or Plaque Section Expressway Freeway Oversized Designation (Minimum) RAMP CLOSED C2(CA) 6F.28 48 x 30 48 x 30 48 x 30 --- California Flagger Symbol C9A(CA) 6F.31 36 x 36 48 x 48 48 x 48 --- 6F.26, NARROW LANE(S) C12(CA) 36 x 36 48 x 48 48 x 48 --- 6F.102(CA) RAMP CLOSED AHEAD C19(CA) 6F.28 36 x 36 48 x 48 48 x 48 --- RIGHT LANE CLOSED AHEAD C20(CA) 6F.22 36 x 36 48 x 48 48 x 48 72 x 72 LEFT plaque C20A(CA) 6F.22 16 x 7 19 x 8 19 x 8 33 x 10 Numeral plaque C20B(CA) 6F.22 6 x 8 8 x 10 8 x 10 10 x 12 RAMP WORK AHEAD C23(CA) 6F.18 36 x 36 48 x 48 48 x 48 --- ROAD (STREET) WORK Informational plaque C23B(CA) 6F.18 Var x 18 Var x 24 Var x 24 --- SHOULDER WORK AHEAD C24(CA) 6F.37 30 x 30 48 x 48 48 x 48 --- OPEN TRENCH C27(CA) 6F.103(CA) 36 x 36 48 x 48 48 x 48 --- XXXX FT C29(CA) 6F.53 20 x 7 36 x 9 36 x 9 --- LANE CLOSED C30(CA) 6F.22 30 x 30 48 x 48 48 x 48 --- SHOULDER CLOSED C30A(CA) 6F.37 30 x 30 48 x 48 48 x 48 --- 6F.44, NO SHOULDER C31A(CA) 36 x 36 48 x 48 48 x 48 --- 6F.103(CA) TRAFFIC CONTROL - WAIT AND FOLLOW C37(CA) 6F.58 36 x 42 36 x 42 ------PILOT CAR USE NEXT EXIT C38(CA) 6F.28 --- 48 x 36 48 x 36 --- TRAFFIC FINES DOUBLED IN CONSTRUCTION C40(CA) 6F.12 108 x 42 144 x 60 144 x 60 --- ZONES TRAFFIC FINES DOUBLED IN WORK ZONES C40A(CA) 6F.12 36 x 36 48 x 48 48 x 48 --- FRESH CONCRETE C43(CA) 6F.107(CA) 36 x 36 48 x 48 48 x 48 --- TRUCKS ENTERING EXITING C44(CA) 6F.36 36 x 36 48 x 48 48 x 48 --- RUMBLE STRIPS C45(CA) 6F.87 36 x 36 48 x 48 ------UNEVEN PAVEMENT C46(CA) 6F.45 36 x 36 48 x 48 48 x 48 --- UNEVEN PAVEMENT plaque C46P(CA) 6F.45 30 x 18 36 x 24 36 x 24 --- Construction Funding Identification Signs C47A, B(CA) 6F.109(CA) 96 x 60 144 x 90 144 x 90 --- MOVE OVER OR SLOW WHEN AMBER LIGHTS R111(CA) 6F.108(CA) 54 x 18 54 x 18 54 x 18 --- FLASHING PILOT CAR DO NOT PASS R115(CA) 6F.58 36 x 18 36 x 18 ------DETOUR with Arrow SC3(CA) 6F.59 36 x 12 48 x 18 48 x 18 --- SPECIAL EVENT AHEAD SC5(CA) 6F.18 36 x 36 48 x 48 48 x 48 --- RAMP CLOSED SC6-3(CA) 6F.28 48 x 48 48 x 48 48 x 48 --- (Not more than one day) RAMP CLOSED SC6-4(CA) 6F.28 48 x 60 48 x 60 48 x 60 --- (More than one day) Day/Month plaque SC6A(CA) 6F.28 12 x 6 12 x 6 12 x 6 --- Time plaque SC6B(CA) 6F.28 6 x 6 6 x 6 6 x 6 --- RAMP CLOSED, SC7(CA) 6F.28 84 x 42 84 x 42 84 x 42 --- USE RAMP AT ______EXIT - RAMP CLOSED SC8(CA) 6F.28 --- 84 x 42 84 x 42 --- (FWY) DETOUR with Arrow SC9(CA) 6F.59 36 x 36 48 x 48 48 x 48 --- LANE CLOSED AHEAD or ROAD WORK AHEAD SC10(CA) 6F.104(CA) 48 x 30 66 x 36 66 x 36 --- LANE CLOSED SC11(CA) 6F.104(CA) 42 x 30 54 x 42 54 x 42 --- DO NOT PASS SC13(CA) 6F.104(CA) 42 x 30 54 x 42 54 x 42 --- CAUTION SC15(CA) 6F.104(CA) 42 x 18 54 x 24 54 x 24 --- EXIT with Arrow SC18(CA) 6F.28 --- 48 x 48 48 x 48 --- Slow For The Cone Zone SC19(CA) 6F.106(CA) 54 x 36 54 x 36 54 x 36 114 x 78 SLOW FOR THE CONE ZONE SC20(CA) 6F.106(CA) 42 x 36 54 x 48 54 x 48 --- CAUTION FREQUENT STOPPING AND BACKING SC21(CA) 6F.108(CA) 30 x 42 30 x 42 30 x 42 --- STAY BACK 100 FEET FLOODING AHEAD TURN AROUND DON’T W86(CA) 6I.101(CA) 30 x 24 ------DROWN EMERGENCY SCENE AHEAD W90(CA) 6I.101(CA) 36 X 36 48 X 48 48 X 48

Chapter 6F – Temporary Traffic Control Zone Devices Revised NovemberDecember 79,, 20142015 Part 6 – Temporary Traffic Control Exhibit 10 (27 of 30) California MUTCD 2014 Edition Page 1375 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 9B – Signs November 7, 2014 Part 9 – Traffic Control for Bicycle Facilities Exhibit 10 (28 of 30) California MUTCD 2014 Edition Page 1376 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 9B – Signs November 7, 2014 Part 9 – Traffic Control for Bicycle Facilities Exhibit 10 (29 of 30) California MUTCD 2014 Edition Page 1377 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Table 9B-1(CA). California Bicycle Facility Sign and Plaque Minimum Sizes Sign Shared-Use Sign or Plaque Section Roadway Designation Path

Bicycle Parking G93C(CA) 9B.23 24 x 18 24 x 18 Bike Path Exclusion R44A(CA) 9B.08 12 x 24 --- BICYCLES MOTOR-DRIVEN CYCLES R44B(CA) 9B.101(CA) --- 30 x 36 MUST EXIT BICYCLES MUST EXIT R44C(CA) 9B.101(CA) --- 30 x 30 Bike Lane R81(CA) 9B.04 --- 12 x 8 BEGIN R81A(CA) 9B.04 --- 12 x 5 END R81B(CA) 9B.04 --- 8 x 5 PASS Bicycle 3 FT MIN R117(CA) 9B.102(CA) --- 30 x 30 * EXCEPT Bicycle R118(CA) 9C.04 --- 18 x 15 * Bicycle Route Number Marker SG45(CA) 9B.21 12 x 18 12 x 18 Bicycle Route Name Marker S17(CA) 9B.21 24 x 6 24 x 6

* Other sign sizes are available, see specific California Sign Specification

Chapter 9B – Signs November 7, 2014 Part 9 – Traffic Control for Bicycle Facilities Exhibit 10 (30 of 30)

THIS EXHIBIT INTENTIONALLY LEFT BLANK

Exhibit 11 (1 of 1)

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D O L E Exhibit 12 (1 of 1) R FORM GEN. 160 (Rev. 11-02) CITY OF LOS ANGELES INTERDEPARTMENTAL CORRESPONDENCE

Date: September 13, 2019

To: Board of Public Works Bureau of Street Services Bureau of Contract Administration Department of Transportation Deputy City Engineers tral, WLA, Valley, and Harbor Districts

From: zy Sawaya, Central District Engineer Bureau of Engineering

Subject: 2019 HOLIDAY SEASON STREET CLOSURE RESTRICTIONS

Attached is a copy of a Notice with the list of streets on which lane closures will be prohibited between November 25, 2019 and January 1, 2020. Please review the list of streets in your district.

In some cases, these holiday restrictions may be waived for short-term work such as a service connection, a public safety emergency or for an activity the Council District deems "Business Friendly" or a necessity. Therefore, in an effort to expedite processing in these particular situations, the appropriate District Engineer will have the discretion to waive the restrictions for short-term (one day or less) work and public safety emergencies.

Central District Harbor District 201 N. Figueroa St, 3rd Floor 638 S. Beacon St, Suite 402 Los Angeles, CA 90012 San Pedro, CA 90731 Amy Shum Pablo Vasquez (213) 482-7060 (310) 732-4667 [email protected] [email protected]

Valley District West Los Angeles District 6262 Van Nuys Blvd, 3rd Floor 1828 Sawtelle Blvd, 3rd Floor Van Nuys, CA 91401 West Los Angeles, CA 90025 Carolina Hare Kevin Azarmahan (818) 374-4623 (310) 575-8617 [email protected] [email protected] AND Oscar Gutierrez (310) 575-8388 [email protected]

Exhibit 13 (1 of 10) Bureau of Engineering Notice September 13, 2019 Notice No. 23

To All: Senior Managers Group Managers

Subject: HOLIDAY SEASON STREET CLOSURE RESTRICTIONS

In accordance with the Board of Public Works policy in effect for many years, no permits shall be issued for work during the Holiday Season in certain city streets in an attempt to minimize the impacts on shoppers and retail businesses. Accordingly, permits shall be limited to emergency work on the attached lists of streets between November 25, 2019 and January 1, 2020. In addition, every effort shall be made to prevent blockage of these streets for any other reason during that period.

( RMK TA )

Attachments

CEN/RS/TA/gva

Notice No. 23 District Engineer, Central District

Exhibit 13 (2 of 10) HOLIDAY SEASON EXCAVATION RESTRICTIONS 2019 CENTRAL DISTRICT

DOWNTOWN LOS ANGELES AREA:

Exhibit 13 (3 of 10) OTHER HOLIDAY SEASON EXCAVATION RESTRICTIONS 2019 CENTRAL DISTRICT

STREET LIMITS

Alvarado Street Glendale Blvd. to Hollywood Fwy. Barham Boulevard Cahuenga Blvd. to South Coyote Cyn Rd. Beverly Boulevard La Brea Ave. to San Vicente Blvd. Broadway (North) Mission Rd. to Interstate 5 Cahuenga Boulevard Santa Monica Blvd. to Lankershim Blvd. Cesar E Chavez Avenue Interstate 5 to Evergreen Ave. Colorado Boulevard Figueroa St. to Glendale City Boundary Crenshaw Boulevard Pico Blvd. to Vernon Ave. Crescent Heights Boulevard Sunset Blvd. to San Vicente Blvd. Fairfax Avenue Melrose Ave. to Olympic Blvd. Figueroa Street Avenue 50 to York Blvd. Figueroa Street Colorado Blvd. to Neola St. First Street Soto St. to Highway 101 Fletcher Drive Interstate 5 to Glendale Blvd. Franklin Avenue Western Ave. to Highland Ave. Eaglerock Boulevard Colorado Blvd. to Yosemite Dr. Glendale Boulevard Glendale Fwy. to Alvarado St. Glendale Boulevard Fletcher Dr. to Silverlake Blvd. Glendale Boulevard Glenfeliz Blvd. to Glendale City Boundary Highland Avenue Hollywood Fwy. to Santa Monica Blvd. Hollywood Boulevard Sunset Blvd. to La Brea Ave. Huntington Drive Van Horne Ave. to Eastern Ave. Hyperion Avenue Rowena Ave. to Tracy St. La Brea Avenue Franklin Ave. to Coliseum St. La Cienega Boulevard Romaine St. to Rodeo Rd. Larchmont Boulevard Melrose Ave. to 1st St.

Exhibit 13 (4 of 10)

OTHER HOLIDAY SEASON EXCAVATION RESTRICTIONS 2019 CENTRAL DISTRICT (cont’d)

STREET LIMITS

Los Feliz Boulevard Western Ave. to Glendale City Boundary Martin Luther King, Jr. Boulevard Norton Ave. to Marlton St. Melrose Avenue Vermont Ave. to Croft Ave. Obama Boulevard La Cienega Blvd. to Jefferson Blvd. Olympic Boulevard Alvarado St. to Crenshaw Blvd. Pico Boulevard Crenshaw Blvd. to La Cienega Blvd. Robertson Boulevard Beverly Blvd. to Venice Blvd. (partly WLA) San Fernando Road State Highway 2 to City of Glendale San Vicente Boulevard Beverly Blvd. to 3rd St. Santa Monica Boulevard Sunset Blvd. to City of West Hollywood Soto Street Cesar E Chavez Ave to Olympic Blvd Sunset Boulevard Elysian Park Ave. to Havenhurst Dr. Vermont Avenue Franklin Ave. to Adams Blvd. Vine Street Hollywood Blvd. to Melrose Ave. Washington Boulevard Alameda St. to San Pedro St. Western Avenue Franklin Ave. to Exposition Blvd. Wilshire Boulevard Grand Ave. to City of Beverly Hills York Boulevard Avenue 57 to Avenue 49 3rd Street La Brea Avenue to City of Beverly Hills 6th Street Alvarado St. to Western Ave. 8th Street Alvarado St. to Western Ave.

Exhibit 13 (5 of 10)

HOLIDAY SEASON EXCAVATION RESTRICTIONS 2019 WEST LOS ANGELES DISTRICT

STREET LIMITS

Abbot Kinney Blvd. Washington Blvd. to Main St. Airport Boulevard La Tijera Blvd. to Century Blvd. Avenue of the Stars Santa Monica Blvd. to Pico Blvd. Aviation Boulevard Arbor Vitae St. to 116th St. Barrington Avenue Sunset Blvd. to Barrington Pl. Bundy Drive La Grange Ave. to Pico Blvd. Centinela Avenue Venice Blvd. to Culver Blvd. Century Boulevard La Cienega Ave. to Sepulveda Blvd. Century Park East Santa Monica Blvd. to Pico Blvd. Century Park West Santa Monica Blvd. to Olympic Blvd. Constellation Boulevard Century Park East to Century Park West Culver Boulevard L.A. County Boundary to Vista Del Mar Ln. Gayley Avenue Le Conte Ave. to Wilshire Blvd. Glendon Avenue Wellworth Ave. to Weyburn Ave. Jefferson Boulevard Mesmer Ave. to Culver Blvd. La Cienega Boulevard Romaine St. to Rodeo Rd. La Tijera Boulevard Manchester Blvd. to Sepulveda Blvd. La Tijera Boulevard Knowlton St. to La Cienega Blvd. Le Conte Avenue Gayley Ave. to Hilgard Ave. Lincoln Boulevard (State Hwy 1) Navy St. to Manchester Blvd. Main Street Santa Monica City Boundary to Grand Blvd. Manchester Avenue Aviation Blvd. to Kentwood Ave. Manning Avenue Motor Ave. to National Blvd. Midvale Avenue Wilshire Blvd. to Ashton Ave. Mindanao Way Lincoln Blvd to Alla Rd. Motor Avenue Manning Ave. to Venice Blvd. National Boulevard Venice Blvd. to Motor Ave.

Exhibit 13 (6 of 10)

HOLIDAY SEASON EXCAVATION RESTRICTIONS 2019 WEST LOS ANGELES DISTRICT (cont’d)

STREET LIMITS

National Boulevard San Diego Fwy. to 200' W/O Sawtelle Blvd. Olympic Boulevard City of Beverly Hills to the City of Santa Monica Overland Avenue Pico Blvd. to Washington Blvd. Pacific Avenue Navy St. to Anchorage St. Pico Boulevard Crenshaw Blvd. to Centinela Ave. Robertson Boulevard Beverly Blvd. to Venice Blvd. Santa Monica Blvd. (State Hwy 2) City of Beverly Hills to City of Santa Monica San Vicente Boulevard Beverly Blvd. to 3rd St. San Vicente Boulevard Federal Avenue to Bundy Dr. Sawtelle Boulevard Ohio Ave. to Pico Blvd. Sepulveda Boulevard Sunset Blvd. to Imperial Hwy. Sunset Boulevard Kenter Ave. to San Diego Fwy. Sunset Boulevard Chautauqua Blvd. to Temescal Cyn Rd. Venice Boulevard Strongs Dr. to Ocean Front Walk Veteran Avenue Weyburn Ave. to Ohio Ave. Washington Boulevard Lincoln Blvd. to Pacific Ave. Westwood Boulevard Le Conte Ave. to National Blvd. Wilshire Boulevard City of Beverly Hills to City of Santa Monica

Exhibit 13 (7 of 10)

HOLIDAY SEASON EXCAVATION RESTRICTIONS 2019 VALLEY DISTRICT

STREET LIMITS

Barham Boulevard Cahuenga Blvd. to South Coyote Cyn. Rd. Cahuenga Boulevard Lankershim Blvd. to Santa Monica Blvd. Cahuenga Boulevard Chandler Blvd. to Whitnall Hwy. Cedros Avenue Roscoe Blvd. to Parthenia St. Chase Street Lennox Ave. to Cedros Ave. Chatsworth Street Yarmouth Ave. to Lindley Ave. Corbin Avenue Parthenia St. to Plummer St. Erwin Street Topanga Cyn Blvd. to Owensmouth Ave. Erwin Street Colfax Ave. to Laurel Canyon Blvd. Fallbrook Avenue Sylvan St. to Vanowen St. Foothill Boulevard East City Boundary to Fenwick St. Foothill Boulevard Arroyo St. to Polk St. Hamlin Street Laurel Canyon Blvd. to Saint Clair Ave. Hazeltine Avenue Riverside Dr. to Ventura Blvd. Kester Avenue Saticoy St. to Raymer St. Kittridge Street Laurel Cyn. Blvd. to Saint Clair Ave. Lankershim Boulevard Ventura Blvd. to Hart St. Laurel Canyon Boulevard Mulholland Dr. to Sherman Way Magnolia Boulevard Vineland Ave. to 170 Fwy. Nordhoff Street Corbin Ave to Wilbur Ave Owensmouth Avenue Oxnard St. to Vanowen St. Oxnard Street Topanga Cyn. Blvd. to Owensmouth Ave. Parthenia Street Van Nuys Blvd. to Sepulveda Blvd. Plummer Street Tampa Ave. to Corbin Ave. Radford Avenue Oxnard St. to Erwin St. Raymer Street Kester Ave. to Sepulveda Blvd. Reseda Boulevard Lassen St. to San Jose St. Rinaldi St. Porter Valley Dr. to Avenida Aldea

Exhibit 13 (8 of 10)

HOLIDAY SEASON EXCAVATION RESTRICTIONS 2019 VALLEY DISTRICT (cont’d)

STREET LIMITS

Riverside Drive Woodman Ave. to Van Nuys Blvd. Roscoe Boulevard DeSoto Ave. to Farralone Ave. San Fernando Mission Boulevard Ruffner Ave. to Amestoy Ave. Sepulveda Boulevard Valley Vista Blvd. to Brand Blvd. Sherman Way Vineland Ave. to Shoup Ave. Shirley Avenue Nordhoff St. to Plummer St. Sunland Boulevard Foothill Blvd. to 210 Fwy. Tampa Avenue Parthenia St. to Rinaldi St. Tobias Avenue Roscoe Blvd. to Parthenia St. Topanga Canyon Blvd. Nordhoff St. to Ventura Blvd. Van Nuys Boulevard Valley Vista Blvd. to Parthenia St. Vanowen Street Canoga Ave. to Lena Ave. Ventura Boulevard Lankershim Blvd. to Shoup Ave. Victory Boulevard Royer Ave. to the City of Burbank Woodman Avenue Ventura Blvd. to Riverside Dr. Zelzah Avenue Kingsbury St. to Tribune St.

Exhibit 13 (9 of 10)

HOLIDAY SEASON EXCAVATION RESTRICTIONS 2019 HARBOR DISTRICT

STREET LIMITS

Anaheim Street Alameda St. to Figueroa St. Avalon Boulevard Pacific Coast Hwy. to "F" St. Beacon Street 6th St. to 9th St. Capitol Drive 500' E/o Western Ave. to Western Ave. Gaffey Street Summerland Ave. to 19th St. Harbor Boulevard 5th Street to Crescent Ave Miner Street Crescent to 22nd Street Pacific Avenue Oliver St. to Hamilton Ave. Pacific Coast Highway (State Hwy 1) Eubank Ave. to Western Ave. Park Western Drive 600' E/O Western Ave. to Western Ave. Sampson Way Harbor Blvd to 22nd Street Western Avenue Capitol Dr. to Summerland Ave. Western Avenue 25th St. to 600' N/o 25th St. Western Avenue 1,200' N/O Westmont Dr. to Westmont Dr. Weymouth Avenue 7th St. to 9th St. 5th Street Harbor Blvd. to Gaffey St. 6th Street Harbor Blvd. to Gaffey St. 7th Street Harbor Blvd. to Gaffey St. 8th Street Averill Ave. to Weymouth Ave. 9th Street Pacific Ave. to Meyler St. 25th Street 800' E/O Western Ave. to Moray Ave.

Exhibit 13 (10 of 10)

THIS EXHIBIT INTENTIONALLY LEFT BLANK

Exhibit 14 (1 of 1)

THIS EXHIBIT INTENTIONALLY LEFT BLANK

Exhibit 15 (1 of 1) TRANSIT PRIORITY SENSORS

Two vendors manufacture the Transit Priority Sensor Units that are compatible with the on-bus transponders. Per plan, the Contractor shall furnish and install 13 Transit Priority Sensor Units and 13 Detector Harnesses that connect the sensor unit to the 2070 controller. Transit Priority Sensor Units and Detector Harnesses are available from the following vendors:

Vendor Transit Priority Sensor Unit Detector Harness U.S. Traffic Corp. Model 283 LA P/N 28026321-018 Reno A & E Model AVI-E P/N 415-5000-00

Exhibit 16 (1 of 1)

Procurement and Installation List

ATCMTD Project Scope and Requirements (2/14/2020) ATCS TPS New Cab R.Controller Cellular Cohda RSU MMITSS PoE+ L2SWPowerSup PDU+ControlGridSmart Hollywood DASH Total Route 1 8-52 Franklin Av & Highland Av (near Milner Rd) 1 1 1 1 1 1 1 2 3-228 Franklin Av & Whitley Av 1 1 2 1 1 1 1 3 3-189 Hollywood Bl & Whitley Av 1 1 2 1 1 1 1 4 3-188 Hollywood Bl & Wilcox Av 1 1 1 1 1 1 1 5 3-108 Cahuenga Bl & Hollywood Bl 1 1 1 1 1 1 1 6 3-191 Hollywood Bl & Ivar Av 1 1 1 1 1 1 1 7 3-190 Hollywood Bl & Vine St 1 1 1 1 1 1 1 8 3-95 Argyle Av & Hollywood Bl 356 1 2 1 1 1 1 1 9 3-139 Argyle Av & Yucca St 1 1 1 1 1 1 1 10 3-140 Argyle Av, Dix St, Franklin Av & Hollywood Fwy N/b onramp 1 1 2 1 1 1 1 11 8-65 Franklin Av & Gower St 1 1 1 1 1 1 1 12 3-142 Beachwood Dr & Franklin Av 1 1 1 1 1 1 1 13 3-143 Bronson Av & Franklin Av 356 1 1 1 1 1 1 14 3-194 Franklin Av & Wilton Pl 356 1 1 1 1 1 1 15 8-66 Franklin Av & Garfield Pl 356 1 1 1 1 1 1 16 3-215 Franklin Av & Western Av 1 1 1 1 1 1 1 17 8-105 Franklin Av & Normandie Av 1 1 1 1 1 1 1 18 3-112 Edgemont St & Franklin Av 1 1 1 1 1 1 1 19 8-51 Franklin Av & Vermont Av 1 1 2 1 1 1 1 20 3-183 Melbourne Av & Vermont Av 1 1 1 1 1 1 1 21 3-187 Hollywood Bl, Prospect Av & Vermont Av 1 1 1 1 1 1 1 22 3-141 Barnsdall Av, Maubert Av & Vermont Av 1 1 1 1 1 1 1 23 3-93 Sunset Bl & Vermont Av 351 1 1 1 1 1 1 1 24 8-46 Fountain Av & Vermont Av 1 1 1 1 1 1 1 25 3-186 Lexington Av & Vermont Av 1 1 1 1 1 1 1 26 3-169 Santa Monica Bl & Vermont Av 351 1 2 1 1 1 1 1 27 3-214 Edgemont St & Santa Monica Bl 1 1 1 1 1 1 1 28 3-111 Edgemont St & Fountain Av 1 1 2 1 1 1 1 29 3-120 Alexandria Av & Fountain Av 1 1 1 1 1 1 1 30 8-26 Fountain Av & Normandie Av 1 1 1 1 1 1 1 31 8-23 Fountain Av & Hobart Bl 1 1 1 1 1 1 1 32 8-35 Fountain Av & Serrano Av 1 1 1 1 1 1 1 33 8-53 Fountain Av & Western Av 1 1 2 1 1 1 1 34 3-119 Sunset Bl & Western Av 1 1 2 1 1 1 1 35 3-152 St Andrews Pl & Sunset Bl 1 1 1 1 1 1 1 36 3-89 Sunset Bl & Wilton Pl 1 1 1 1 1 1 1 37 3-136 Sunset Bl & Van Ness Av 1 1 1 1 1 1 1 38 3-144 Bronson Av & Sunset Bl 1 1 1 1 1 1 1 39 3-217 Gordon St & Sunset Bl 356 1 1 1 1 1 1 40 3-181 Gower St & Sunset Bl 1 1 2 1 1 1 1 41 8-21 Fountain Av & Gower St 356 1 1 1 1 1 1 42 3-113 El Centro Av & Fountain Av 356 1 1 1 1 1 1 43 8-47 Fountain Av & Vine St 1 1 1 1 1 1 1 44 3-125 Cahuenga Bl & Fountain Av 1 1 1 1 1 1 1 45 3-109 Cole Av & Fountain Av 1 1 1 1 1 1 1 46 8-60 Fountain Av & Wilcox Av 1 1 1 1 1 1 1 47 8-22 Fountain Av & Highland Av 356 1 2 1 1 1 1 48 3-110 De Longpre Av & Highland Av 356 1 1 1 1 1 1 49 3-177 Highland Av & Sunset bl 1 1 1 1 1 1 1 50 3-178 Highland Av & Selma Av 356 1 1 1 1 1 1 51 3-180 Hawthorn & Highland 1 1 1 1 1 1 1 52 3-179 Highland Av & Hollywood Bl 1 1 1 1 1 1 1 53 3-192 Highland Av, Johnny Grant Wy & Yucca St 1 1 1 1 1 1 1 54 3-182 Franklin Av, Franklin Pl & Highland Av 1 1 1 1 1 1 1 59 De Longpre Av & Western Av 1 1 1 1 1 1 55 Hollywood & Western 351 1 1 56 Beverly & Vermont 351 1 1 57 Normandie & Whilshire 351 1 1 58 Vermont & Wilshire 351 1 1

Exhibit 17 (Page 1 of 2) 60 Spare parts 2 2 2 2 2 Subtotal 16 42 55 68 57 57 57 61 7

Central and Communications Units 61 GDC 032P187-001 LCE-16 Low Speed Circuit Emulation 2 GDC 032M130-002 LCE-16 DP DB-25 to 2x 50 Telco 50 (Distribution Panel S-032A012-002xx) Includes 2 ea, Telco 62 50 M/F cables (027H702-006) 2 GDC 010M054-001 SPECTRACOMM SHELF MODEL1 NR 63 117V 1 64 GDC 035P034-001 GPS-11 POWER SUPPLY MODULE 1 65 GDC 028H311-005 CBL ASY,MODEM/MODEM INTERFACE 16 66 GDC 053P006-001 SPECTRACOMM 202 16

67 Verizon MPLS Installation 1 68 Verizon MPLS monthly for 4 years 48 69 MPLS Equipment 1 70 Central switches and routers 1 71 Cellular monthly for 4 years 48 72 DSRC management 1

LADOT DASH Bus Equipment 73 Cohda Wireless OBU SDK 0 74 Cohda Wireless DSRC (OBU) 49 75 DSRC communications 49 76 Cellular 0 77 Display 0

Sole Source Contract Software and Hardware Costs Green Light Assist InfoSys (Syncromatics software 78 development) 1 $135,000 79 MMITSS-CA-LA processor (Cal PATH) 1 $225,318 80 Smart Pedestrian Safety Detection System (GridSmart) 1 $184,282

Exhibit 17 (Page 2 of 2) MMITSS Processor Specifications (Per Cal PATH Specifications)

General Specifications: CalPATH Supplied MITXPC Mini 1U Rackmount / Intel Core i7-7700 (3.6 - 4.2 GHz | 4C/8T | 8MB Cache) NF594-Q170 RS-NF594Q170 CPU Options: - Intel Core i7-7700 (3.6 - 4.2 GHz | 4C/8T | 8MB Cache) System Memory: - 8GB 2.5" HDD/SSD: - 250GB 2.5" SSD Case Fan: - Two 40x20mm Case Fan

Details Specifications: Product ID RS-NF594Q170 Chipset Intel Q170 Memory 2 x SODIMM Slots DDR4 2133MHz Minimum 32GB Maximum Dual Channel Video Intel HD Graphics 630 (CPU dependent) 350MHz - 1.1GHz 4K @ 60Hz Support (DP) 4K @ 24Hz Support (HDMI) Supports 3 independent displays Connectivity 1 x Intel I219-LM PHY Gigabit LAN (iAMT 11.0) 1 x Intel I211-AT PCI-E Gigabit LAN Management iAMT 11.0 & vPro Expansion 1 x Full-size mSATA/Mini PCIe 1 x Half-size Mini PCIe 1 x PCIe x16 (3.0) (Optional PCIe Riser Set Required) Rear I/O 1 x DVI-D 1 x HDMI 6 x USB 3.0 1 x DisplayPort 2 x RJ45 1 x Serial (RS232) 1 x Serial (RS232/422/485) 3 x Audio I/O Front I/O 1 x Power Switch 1 x Reset Switch 2 x USB 2.0 Ports 3 x Status LEDs (Power, HDD, NIC) Drive Support 1 x mSATA

Exhibit 18 (Page 1 of 2) 2 x 2.5" SATA Drives -or- 1 x 3.5" SATA Drive Power Supply FSP FSP250-50GUB(85) 250W Flex ATX 1U Power Supply (Active PFC) High Efficiency (80 PLUS Bronze) MTBF >100,000 hrs Universal AC (100 ~ 240 VAC @ 47 ~ 63 Hz) UL, FCC, CE, ErP Case Dimensions 248mm x 430mm x 44.45mm 9.76" x 16.93" x 1.75" (in inches; approximate) Case Cooling Supports 2 x 40mm Fans (see options) Mounting Standard 19" 1U Rackmount Wall-mounting dimensions: 440.45mm x 18mm Warranty 1-Year Warranty on Parts and Labor

Additional Functional Specifications MMITSS MAP creation and validation MMITSS processor hardware, software installation, and, configuration, MMITSS software modification and upgrade MMITSS equipment installation and testing MMITSS equipment validation (include Travel to LA for on-site testing expense)

Exhibit 18 (Page 2 of 2) DSRC Road-Side Unit and On-Board Unit Specifications

Cohda Wireless Inc, MK5 Road-Side Unit (RSU) or equivalent with following Specifications:

RSU is for smart cities and other outdoor applications. Built with the same chipset as the MK5 Road-Side Unit (RSU) or comparable shall be a rugged outdoor unit with integrated dual antennas, housed in a weatherproof enclosure. The enclosure shall meet NEMA 4 requirements for indoor and outdoor use. It shall provide a degree of protection to personnel from hazardous parts, and protects the internal equipment from solid foreign objects such as falling dirt and windblown dust. It shall be also resistant to water: rain, sleet, snow, splashing and hose- directed water are kept out, and the enclosure is undamaged by formation of external ice.

Designed for Smart City deployments, RSU shall offer range and coverage, and a single, inexpensive, self-contained unit covering all approaches to an intersection. It’s available in mains and Power over Ethernet (PoE) variants in a Smart City infrastructure. It is compliant with the United States Department of Transportation (USDOT) RSE v4.1specification.

Features: Dual IEEE 802.11p radio; Powerful processor running Cohda software applications; Global Navigation Satellite System (GNSS) that delivers lane-level accuracy; Integrated security; Hardware acceleration; Tamper-proof key storage; NXP chips with Cohda firmware; Supports G5, DSRC (IEEE 802.11p) USDOT v4.1 RSU specification

Standard Conformance and Specifications: IEEE 802.11-2012 IEEE 1609 -2016 ETSI ES 202 663 SAE J2735 -2016 NTCIP USDOT v4.1 RSU specification CE and FCC Compliant FCC, CFR 47 Part 90

Bandwidth 10 MHz Data Rates 3 -27 Mbps Operating System Linux 4.1.15 Antenna Diversity:

Exhibit 19 (Page 1 of 4) CDD Transmit Diversity MRC Receive Diversity Receiver Sensitivity -99 dBm @ 3 Mbps Environmental Operating Ranges -40°C to +85°C Frequency Band 5.9 GHz Max Tx Power +22 dBm (ETSI Mask C) GNSS 2.5 m Best-In-Class Accuracy

Mobility & Multipath Tolerance Doppler Spread: 800 km/hr Delay Spread: 1500ns

Dimensions 240 x 165 x 67 mm Power Supply POE regular

On-board GPS for location services and synchronization FCC certified Available remote management support PCAP logging and error reporting including support for message

DSRC Message support WSA broadcasts Traveler information messages Roadside alert SPaT, SRMmessages GID/MAP messages RTCM messages

Networking IPv6 and IPv4 support SIT tunnel support SSL SSH TLS Applications DSRC Interfaces Dual radio support GPSU-Bloxtraking sensitivity-160dBMHSM

Infineon SLI 97 PowerRating IEEE 802.3 at PoE Power Consumption<10W

Pole mounting kit PoE (Power over Ethernet) controller kit Integrated all antenna on to main chassis Pole/mast arm mounting bracket and straps for main chassis

Exhibit 19 (Page 2 of 4) Cohda Wireless Inc, MK5 On–Board Unit (OBU) or equivalent with following Specifications:

OBU, such as the MK5 or comparable, shall be a small, low-cost, rugged module that can be retrofitted to vehicles for aftermarket deployment or field trials, and can also serve as a design reference for automotive production and Smart City deployments. The OBU exchanges data at high speeds over extended distances, providing class-leading reaction times to potential hazards and safety-critical scenarios. In challenging outdoor conditions where no line-of-sight is available, its radio performance shall be reliable. It shall be compliant with the United States Department of Transportation (USDOT) RSE v4.1specification.

Features: Dual IEEE 802.11p radio; Powerful processor running software applications; Global Navigation Satellite System (GNSS) that delivers lane-level accuracy; Integrated security; Hardware acceleration; Tamper-proof key storage; NXP chips with firmware; Supports DSRC (IEEE 802.11p), Ethernet 100 Base-T USDOT v4.1 RSU specification

Standard Conformance and Specifications: IEEE 802.11-2012 IEEE 1609 -2016 ETSI ES 202 663 SAE J2735 -2016 USDOT v4.1 RSU specification Security 609.2, IPSec & SSL

Bandwidth 10 MHz Data Rates 3 -27 Mbps Operating System Linux 4.1.15 Antenna Diversity CDD Transmit Diversity MRC Receive Diversity

Receiver Sensitivity -99 dBm @ 3 Mbps Environmental Operating Ranges -40°C to +85°C Frequency Band 5.9 GHzMax Tx Power +22 dBm (ETSI Mask C) GNSS 2.5 m Best-In-Class Accuracy

Mobility & Multipath Tolerance Doppler Spread: 800 km/hr

Exhibit 19 (Page 3 of 4) Delay Spread: 1500ns

Radio Dual DSRC, WiFi/BT(user enable control) GPS U-Blox. Tracking GPS Sensitivity: -160dBm Antenna/GPS Connectors Fakra type Z/C Other interfaces Serial, Ethernet

Power Consumption Nominal <5W, Max 10W

Power Supply 12/24V Integrated all antenna to main chassis or detachable all antenna with mounting brackets

Notes:

1) RSU and OBU devices and their accessory shall be manufactured by the same manufacturer to ensure compatibility.

Exhibit 19 (Page 4 of 4) Power-over-Ethernet Switch and Power Supply Specifications

TRENDnet Inc. Model TI-PG541i (ver 1.0R) PoE Managed Switch or equivalent with following Specifications:

6-Port Hardened Industrial Gigabit PoE+ Layer 2 Managed DIN-Rail Switch, model TI- PG541i comparable, has four Gigabit PoE+ ports, one Gigabit port, one Gigabit SFP slot and a 120 Watts PoE budget. The switch is equipped with an IP30 rated metal enclosure and designed to withstand a high degree of vibration, shock, protection against ESD / EMI / surge, and operate within a wide temperature range (- 40 – 75 °C (- 40 - 167 °F)) for harsh environments. L2 management include features such as PoE port control, VLAN, multicast, and QoS which allow for network integration flexibility.

Standards IEEE 802.1d* IEEE 802.1p IEEE 802.1Q IEEE 802.1w* IEEE 802.1X* IEEE 802.1ab IEEE 802.1ax* IEEE 802.3 IEEE 802.3u IEEE 802.3x IEEE 802.3z IEEE 802.3ab IEEE 802.3ad* IEEE 802.3af IEEE 802.3at IEEE 802.3az

Device Interface 4 x Gigabit PoE+ ports 1 x Gigabit port 1 x Gigabit SFP slot 6-pin removable terminal block (primary / RPS power inputs & alarm relay output)

Exhibit 20 (Page 1 of 7) Optional power adapter input (adapter sold separately) DIP switch (Alarm for Primary / RPS power) LED indicators

Data Transfer Rate Ethernet: 10 Mbps (half-duplex), 20 Mbps (full- duplex) Fast Ethernet: 100 Mbps (half-duplex), 200 Mbps (full-duplex) Gigabit Ethernet: 2000 Mbps (full-duplex) SX / LX: 2000 Mbps (full-duplex)

Performance Switch fabric: 12 Gbps RAM buffer: 128 MB MAC address table: 8K entries Jumbo frames: 10 KB Forwarding rate: 8.93 Mpps (64-byte packet size)

Management CLI (Telnet) HTTP web based GUI SNMP v1, v2c SNMP trap RMON groups 1, 2, 3, 9 Enable / disable 802.3az power saving LLDP Netlite device map* ONVIF device discovery* SNTP SMTP alert Syslog Port statistics / utilization Traffic monitor Trusted host Port mirror (Ingress, Egress, Both)

Exhibit 20 (Page 2 of 7) Storm control (Multicast, DLF, Broadcast) Loopback detection* DHCP relay/option 82* Modbus/TCP* SFP DDMI (Digital Diagnostic Monitoring Interface)*

Access Control 802.1X authentication (Local user database, RADIUS, guest VLAN assignment)* DHCP snooping/screening* Port Security/MAC address learning restriction* Static/dynamic ARP inspection*

ACL Source/Destination MAC address* Source/Destination IP address* Source Interface* VLAN ID* EtherType * TCP/UDP port 1-65535*

MIB MIB II RFC 1213 Bridge MIB RFC 1493 Ethernet Interface MIB RFC 1643 RMON MIB RFC 1757 Power Ethernet MIB RFC 3621

Spanning Tree IEEE 802.1d STP (spanning tree protocol)* IEEE 802.1w RSTP (rapid spanning tree protocol)* BPDU filter, guard, and root guard*

Link Aggregation Static link aggregation and 802.3ad dynamic LACP (Up to 2 groups)*

Exhibit 20 (Page 3 of 7) Quality of Service (QoS) 802.1p Class of Service (CoS) DSCP (Differentiated Services Code Point) Bandwidth control per port Queue Scheduling: Strict Priority (SP), Weighted Fair Queuing (WFQ), Weighted Round Robin (WRR)

VLAN 802.1Q tagged VLAN MAC-based VLAN Port isolation Up to 256 VLAN groups, ID range 1-4094

Multicast IGMP snooping v1, v2, v3 IGMP querier IGMP fast leave Up to 256 multicast entries Static multicast entries

Special Features CLI & web based management Full power PoE+ Wide operating temperature range Dual redundant power inputs Alarm relay triggered by power failure Surge / ESD protection

Power PWR (Primary) terminal input: 48 – 57 V DC (TI- S12048 sold separately) RPS (Redundant) terminal input: 48 – 57 V DC (TI- S12048 sold separately) Consumption: 10 Watts (max.), 130 Watts (max.) with PoE+ fully loaded

Optional Power Adapter Input: 100 – 240 V AC, 50/60 Hz, 2 A (48VDC3000 sold separately)

Exhibit 20 (Page 4 of 7) Output: 48 V DC, 3.34 A 160 Watts max.

Optional Power Supply (TI- Input: 100 – 240 V AC, 50/60 Hz, 1.8 A 125 – 370 V S24048 / TI-S12048 sold DC separately) Output: 240 Watts, 48 V, 5 A DIN-rail: TS-35 / 7.5 or 15 Operating Temperature: - 25 to 70 °C (- 13 to 158 °F)

PoE PoE budget: 120 Watts Up to 15 Watts per port for PoE Up to 30 Watts per port for PoE+ Mode A: Pins 1, 2 (V+) and pins 3, 6 (V-) PoE enable / disable per port setting, priority, scheduling, power delay, and PD alive check

Enclosure IP30 rated metal enclosure DIN-Rail Mount Grounding Point ESD (Ethernet) Protection: 8KV DC Surge (Power) Protection: 6KV DC

MTBF 180,136 hrs @ 65 °C 435,905 hrs @ 25 °C

Operating Temperature - 40 – 70 °C (- 40 - 158 °F)

Operating Humidity Max. 95% non-condensing

Dimensions 135 x 120 x 31 mm (5.31 x 4.72 x 1.22 in.)

Weight 528 g (1.17 lbs.)

Exhibit 20 (Page 5 of 7) Certifications CE FCC Shock (IEC 60068-2-27) Freefall (IEC 60068-2-32) Vibration (IEC 60068-2-6)

Warranty Lifetime Warranty*

TRENDnet Inc. Model TI-S12048 (ver 1.0R) DIN-Rail Power Supply or equivalent with following Specifications:

High efficiency 120 W Single Output Industrial DIN-Rail Power Supply: model TI-S12048 (Mean Well SDR-120-48) comparable, supplies up to 120 Watts (48 V, 2.5 A) of power to industrial PoE equipment such as switches, network cameras, and WiFi access points. This power supply comes with active PFC, an integrated DIN-rail mount, and overload current protection.

Interface Input: 100-240 V AC, 50/60 Hz, 1.8 A 125-370 V DC Output: 120 Watts, 48 V, 2.5 A DIN-rail: TS-35/7.5 or 15

Housing Metal case DIN-rail mount LED indicator confirms power to the unit

Special DC OK relay contact Features 150% peak load capacity Short circuit/overload/over voltage/over temperature protection Protection type: shut down and repower

Operating - 25 to 70 °C (- 13 to 158 °F) Temperature Max. 95 % non-condensing

Exhibit 20 (Page 6 of 7) MTBF 2,899,000 hours

Dimensions 40 x 125 x 114 mm (1.6 x 4.9 x 4.5 in.)

Weight 670 g (23.6 oz.)

Certifications CE (Mean Well) UL 508CB 60950-1 TUV EN60950-1

Warranty 1 year limited

Notes:

1) Power supply for the PoE+ device shall be manufactured by the same manufacturer to ensure compatibility.

Exhibit 20 (Page 7 of 7) Power Distribution Unit and Power Control Assembly

PDU General Specifications:

 Input Voltage - 100; 120; 127 VAC  Electrical Service - 5A 120V  Maximum Input Amps - 15  Frequency Compatibility - 50 / 60 Hz  Output Capacity Details - 1.9kW (127V), 1.8kW (120V), 1.5kW (100V) / 15A total capacity; 12A max per 5-15R outlet  Output Receptacles - 5-15R  Numbers of receptacle – 6 minimum  Output Nominal Voltage - 100; 120; 127VAC  Overload Protection - 15A breaker  Plug Type - NEMA 5-15P  Input Phase – Single-Phase  Input Cord Length (ft.) - 6 minimum  Form Factors - 1U rackmount Horizontal, 0U vertical rackmount, and wall-mount  Dimensions - Minimum Required Rack Depth (inches) 7.5  Outlets Measurement (Center to Center) 30.2mm  Unit Dimensions (hwd / in.) - 1.75 x 17.5 x 4.5  Storage Temperature Range - 5 to 122F (-15 to 50C)  Operating Temperature Range - 13 to 158F (-20 to 70C)  Relative Humidity - 5 to 95% non-condensing  Operating Elevation (ft.) - 0-10,000  Operating Elevation (m) - 0-3000  TVSS Grounding - Back panel grounding lug  Certifications - Tested to UL1363 5TH Edition, CAN/CSA-22.2 No. 308-14  Power source reset control – Built-in 110VAC active high reset control contact switch or external wired connection to interrupt main power service for at least 3 seconds or following equivalent assembly.

Power Control Reset Assembly Specifications and Example Schematic:

 110VAC-15Amp power service  110VAC active high contact switch with external wired connection to reset power service  NEMA 5-15-P plug with 4-foot minimum 16-3 cable  NEMA 5-15R duplex outlets  Operating Temperature Range - 13 to 158F (-20 to 70C)

Exhibit 21 (Page 1 of 2)  Spark and fire proved container  Easy access and replaceable control circuit or relay with mounting socket  Pre-drilled mounting holes (4)  Grounding – case, ground wire

Example of a Power Control Reset Assembly Schematic:

110VAC in Socket Duplex

4x4 Case

Loadswitch

output

Exhibit 21 (Page 2 of 2) ATCMTD Equipment, Cable and Connector Specifications

11/30/2018

Descriptions Quantity/Unit Manufacturer, Remark (per signal) Specifications 1 2070 controller w/ TSCP 6.2x 1 City supplied firmware 2 CalPATH MMITSS Processor (field- 1 Cal PATH Pre-configured hardened PC) with MMITSS-LA software 3 Cohda Wireless RSU w/ GPS 1 or 2 (location Operating: -40°C antenna specific) to +75°C per NEMA-TS2 4 Strapping metal bands to attach 1 0r 2 RSU to the host pole 5 RSU DSRC antenna pair w/ bracket 1 or 2 (location specific) 6 Bracket for mounting DSRC 1 or 2 antenna on the mast arm or light pole 7 Band strapping saddle brackets for 1 or 2 antenna mounts 8 Pre-fab LMR 400 cable with N-Type Variable length LMR 400 Male and N-Type Female (45’ max) connectors 9 TRANDnet PoE+ Injector and 1 (120W min.) Operating: -40°C managed Switch (Industrial to +75°C per hardened Gigabit Single-Port) with NEMA-TS2 power supply 10 Burial armored cat-6 cable Variable length Superior Essex – Part (330’ max) Number: 04-001-64 11 RJ45 Shielded Ext Ground 2 per cable Platinum Tools 742C IP67 Waterproof connector RJ45 Cat6a and Dustproof Weatherproof Connector 12 Verizon 4G modem w/ antenna 1 Verizon (MPLS Service) 13 PoE repeater (field-hardened and a) over 320’ Planet Technology Operating: -40°C weatherproof) as needed cable length; IPOE-E172 Industrial to +75°C per b) cascading to 1-Port Ultra PoE to NEMA-TS2 2nd radio 2-Port 802.3bt/at (60W min) Gigabit PoE Extender

Exhibit 22 (Page 1 of 2) 14 Cat-6 cable (2-ft long) 5 15 Managed Network switch with 6-8 1 Operating: -40°C ports (field-harden) to +75°C per NEMA-TS2 16 IP Addressable Surge Protected 1 Operating: -40°C power strip (6 outlets min.) or to +75°C per Power strip with remote reset NEMA-TS2 switch 17 MobileMark LTM-502 antenna 1 18 Cohda Wireless OBU w/ GPS 1 Configurable antenna (Configurable unit ID in fixed OBU ID in RSM) RSM 19 OBU DSRC antenna w/ mobile 1 Integrated bracket antenna with single chassis 20

Exhibit 22 (Page 2 of 2) Smart Pedestrian Safety Detection system Specifications

The Bell Camera shall be powered from a single-wire, Power over Ethernet (POE) connection by the GS2 Processor. GS2, the intelligence of the GRIDSMART System, run the GRIDSMART Engine, a suite of vision-tracking algorithms grown from a decade of real world testing that builds a 3-dimensional model of cars, trucks, pedestrians, and other objects approaching the intersection.

GS2 epitomizes GRIDSMART Grit with a tough cast aluminum enclosure, a long lasting LED front panel displaying calls in real time, and the flexibility to be rack mounted, stand vertically, or lie horizontally.

Applications Vehicle tracking and counting, and intersection actuation

Camera Supports two fisheye cameras, or one fisheye and multiple traditional cameras

Communications TCP/IP

Connectivity Wide Area Network (WAN) port for remote connectivity

Inputs Twenty-four (24) optically isolated I/O, SDLC interface, ITS or ATC interface

Outputs 24 optically isolated outputs, SDLC interface conforming to TS2 and ATC specs, Programmable up to 64 detectors

Video Output MJPEG

Dimensions 8.5 x 11.5 x 1.75 inches (1U height) (20.6 x 29 x 4.5 cm)

Mechanical

Exhibit 23 (Page 1 of 2) Multiple positions horizontally on a shelf, vertically with an optional foot stand, and mounted in a 19-inch rack

Environmental NEMA TS2 -29°F to +165°F (-34°C to +74°C) 0-95% non-condensing

Consumption 35 watts nominal, 85 watts with active camera heaters

Power - 120/240 VAC 50/60 Hz

Product Testing NEMA TS 2-2016 (Transient, Temperature & Voltage, Vibration & Shock) FCC Part 15, Subpart B, Class A Power: 50W, +50W per fisheye camera, +25W per traditional camera (150W max supported)

Standards NEMA TS2

Regulatory FCC Class A

Warranty 3-year hardware warranty

Exhibit 23 (Page 2 of 2) Exhibit 24 AirLink MP70 Datasheet

AirLink®Sierra Wireless MP70 High PerformanceEMBEDDED Vehicle MODULES Router HL SERIES

Vehicle Grade, LTE-Advanced Pro, Gigabit Wi-Fi

The AirLink® MP70 is a high performance, LTE-Advanced Pro vehicle router developed specifically for mission critical applications in public safety, transit and field services. Offering high power, long range Gigabit Wi-Fi and Gigabit Ethernet, and fast cellular downlink and uplink over LTE-Advanced Pro, the AirLink MP70 unites the fleet with the enterprise network and enables multiple field applications to work simultaneously, further and faster from the vehicle than ever before. LTE-Advanced Pro supports fast 600 Mbps downlink and 150 Mbps uplink speeds making the MP70 ideal for bandwidth intensive applications like HD real-time video streaming, and passenger Wi-fi. The MP70 is also FirstNet Ready™ with support for 700MHz Band 14, and support for priority and pre-emption for first responders. The MP70 supports advanced remote visibility and instant insight into the vehicle area network (VAN), field applications and assets, and the mobile workforce. Purpose built for the vehicle, the MP70 delivers superior reliability and uninterrupted operation in harsh mobile environments.

Secure, managed LTE netorking for mission critical applications

LTE

E-Ticketing Netork Status & Diagnostics Dispatch/ AVL Application Data Vehicle Telemetry

Body Worn Asset Location Camera Vehicle Location

Video Licence Plate Recognition

Vehicle Routers and Gateays Secure, Intelligent Communications Netork Management

sierrawireless.com/MP70 Exhibit 24 (Page 1 of 6) AirLink MP70 High Performance Vehicle Router

FEATURE BENEFIT

LTE-Advanced Pro (Carrier Aggregation) Wide Area Network (WAN) High speed, concurrent connectivity for multiple wired and supporting 600 Mbps downlink and 150 Mbps uplink speeds wireless devices and applications in and around the vehicle

State-of-the-art LTE coverage spanning 26 LTE frequency bands Connectivity to LTE networks worldwide worldwide, with automatic 3G fallback (HSPA)

Automatic radio configuration based on the SIM Increases flexibility and simplifies inventory management

Support for Public Safety LTE bands including Band 14 (United Secure, dedicated connectivity for first responders and other public States), Band 20 and 28 (Europe) safety fleets

Dual-SIM functionality to enable automatic failover between SIMs Superior network connectivity and cost optimization when roaming

4-port Gigabit Ethernet and next generation 802.11ac Gigabit Securely connects and consolidates data from multiple high Wi-Fi (3 x 3 MIMO) to support up to 1.3 Gbps, up to 128 clients, bandwidth field applications and mobile assets in and around the multiple SSIDs, Passenger Wi-Fi Captive Portal and WPA2 vehicle Enterprise Provides simultaneous connectivity to both private and public networks, in addition to passenger content filtering

High power Wi-Fi provides long range Vehicle Area Network (VAN) Enables all devices to connect to router in and around the vehicle, and simultaneous AP/Client Mode and data to be transmitted over depot Wi-Fi networks

High power Gigabit Ethernet WAN Interface Single solution for hybrid networks containing wireless and wired deployments

Support for AirLink Vehicle Telemetry to collect OBD-II vehicle Access to critical vehicle health data telemetry data and monitor engine diagnostics

Built-in vehicle ready I/O for remote monitoring of auxiliary Advanced awareness of fleet operations devices, such as light bars, sirens and gun racks

Precision Geo-location via GNSS and Inertial Navigation System, Superior vehicle location accuracy, even when out of satellite allow local data streaming over the serial port and remotely over coverage, available to field personnel and dispatch staff, and via NMEA, TAIP, RAP, XORA protocols 3rd party platforms

Integrated Mobile Events Engine for real time monitoring and alert Remote, real time visibility and insight into the vehicle, connected reporting of multiple devices, networks, and connected vehicle equipment and mobile workforce parameters

Designed to meet IP64 for resistance to dust and water ingress, Superior reliability and uninterrupted operation in harsh vehicle and exceeds the MIL-STD-810G specification for shock, vibration, environments temperature and humidity, and an aluminum chassis for heat dissipation

Class-leading power supply with built-in surge protection that Designed to perform with unpredictable and “noisy” power exceeds E-Mark, ISO 7637-2 and SAEJ1455 requirements, sources, no external power conditioning is required surviving 5V brownouts and spikes from -600 VDC to 200 VDC

Remote monitoring, management and control with Sierra Simplified and centralized network and mobile asset management Wireless’s Network Management Solutions—deployable in the to increase efficiency, prevent downtime and reduce costs cloud or in the enterprise data center

Over twenty years’ experience in cellular networking, and over 1.5 Proven track record of providing reliable communications for million AirLink gateways deployed mission critical applications

Industry leading warranty, support, software updates and advance Reduces ongoing support costs and total cost of ownership replacement

Exhibit 24 (Page4 of 6 2 of 6) AIRLINK MP70 HIGH PERFORMANCE VEHICLE ROUTER

North America & EMEA Asia Pacific North America Global LTE-A LTE-A Pro LTE CATEGORY Cat 6 Cat 12 Peak D/L (Mbps) 300 600 Peak U/L (Mbps) 50 150 4G LTE 2100(B1), 1900(B2), 1800(B3), 2100(B1), 1800(B3), 850(B5), 2600(B7), 2100(B1), 1900(B2), 2100(B1), 1900(B2), Frequency Bands AWS(B4), 850(B5), 2600(B7), 900(B8), 900(B8), 850(B18), 850(B19), 1800(B3), AWS(B4), 850(B5), 1800(B3), AWS(B4), 850(B5), 700(B12), 700(B13), 800(B20), 1500(B21), 700(B28), TDD 38, TDD 39, 2600(B7), 900(B8), 1800(B9), 2600(B7), 900(B8), 1800(B9), 1900(B25), 850(B26), 700(B29), TDD TDD 40, TDD 41 700(B12), 700(B13), 700(B14), 700(B12), 700(B13), B41 850(B18), 850(B19), 800(B20), 850(B18), 850(B19), 850(B26), 700(B29), 2300(B30), 800(B20), 850(B26), 1500(B32), TDD B41, TDD B42*, 700(B28), 700(B29), TDD B43*, TDD B46*, CBRS B48*, 2300(B30), 1500(B32), TDD 1700(B66) B41, TDD B42*, TDD B43*, TDD B46*, CBRS B48*, , *Future Variant 1700(B66)

* Future Variant Public Safety Bands N/A N/A Band 14 Band 26, 28 (United States)

3G WCDMA/HSPA+ 2100(B1), 1900(B2), 1800(B3), 2100(B1), 850(B5), 800(B6), 900(B8), 2100(B1), 1900(B2), AWS(B4), 850(B5), 2100(B1), 1900(B2), AWS(B4), 850(B5), Frequency Bands AWS(B4), 850(B5), 900(B8) 1700(B9), 800(B6), 900(B8), 1700(B9), 850(B19) 800(B6), 900(B8), 1700(B9), 850(B19) 850(B19) TD-SCDMA: B39

APPROVALS Regulatory FCC, IC, PTCRB, R&TTE, GCF, CE RCM, JRF/JPA FCC, IC, PTCRB, GCF CE, RED, RCM Carrier Verizon, AT&T, Sprint, Rogers, Telus, Telstra Verizon, AT&T Bell, SouthernLinc

PART NUMBERS 1102709 1102713 1104071 1104072 1102743 (Wi-Fi) 1102745 (Wi-Fi) 1104073 (Wi-Fi) 1104074 (Wi-Fi)

Specification Specification HOST INTERFACES 4 Gigabit RJ-45 Ethernet ports SATELLITE NAVIGATION Dedicated GNSS Receiver supporting GPS, GLONASS, BeiDou, (GNSS) RS-232 serial port (DB-9) Galileo USB 2.0 Micro-B Connector Tracking Sensitivity: -162 dBm 3 SMA antenna connectors (cellular, diversity, GNSS) Reports: NMEA 0183 V3.0, TAIP, RAP, XORA Active GNSS antenna support Multiple Redundant Servers SECURITY Remote Authentication (LDAP, RADIUS, TACACS+) Reliable Store and Forward DMZ Inertial Navigation Sensors (Accelerometer and Gyro) Inbound and Outbound Port filtering NETWORK Secure mobile network & asset management application MANAGEMENT available in the cloud or licensed platform in the enterprise data Inbound and Outbound Trusted IP center MAC Address Filtering Fleet wide firmware upgrade delivery PCI compatible Router configuration and template management Secure Firmware Update Router staging over the air and local Ethernet connection FIPS 140-2 Over-the-air software and radio module firmware updates WI-FI (Optional) Dual Band 2.4/5GHz Wi-Fi Device Configuration Templates 802.11 b/g/n/ac with support for 128 clients Configurable monitoring and alerting WPA2 Enterprise Remote provisioning and airtime activation (where applicable) High output power 21 dBm (per chan) EVENTS ENGINE Custom event triggers and reports Simultaneous AP/Client Mode Configurable interface, no programming WiFi as WAN Mode (Multiple SSIDs, Captive Portal) Event Types: Digital Input, Network Parameters, Data Usage, INPUT/OUTPUT Configurable I/O (5 pins total) Timer, Power, Device Temperature and Voltage 5 Digital Inputs: ON Voltage: 2.7 to 36 VDC 1 Digital Open Collector Output > sinking 500 mA Report Types: RAP, SMS, Email, SNMP Trap, TCP (Binary, XML, 3 Analog Inputs: 0.5-36 VDC CSV) Configurable Pull-ups for dry contact input Event Actions: Drive Relay Output LAN (ETHERNET/USB) DHCP Server ROUTER MANAGEMENT Local web user interface INTERFACES IP Passthrough AT Command Line Interface (Telnet/SSH/Serial) VLAN SNMP Host Interface Watchdog SMS Commands PPPoE

Exhibit 24 (Page 3 of 6) AIRLINK MP70 HIGH PERFORMANCE VEHICLE ROUTER

Specification Specification SERIAL TCP/UDP PAD Mode APPLICATION ALEOS Application Framework (AAF) FRAMEWORK Modbus (ASCII, RTU, Variable) LUA Scripting Language PPP Safety: IECEE Certification Bodies Scheme (CB Scheme), UL DNP3 Interoperability INDUSTRY CERTIFICATIONS 60950 ENVIRONMENTAL Operating Temperature: -30°C to +70°C / -22°F to +158°F Vehicle Usage: E-Mark (UN ECE Regulation 10.04), Storage Temperature: -40°C to +85°C / -40°F to +185°F ISO7637-2, SAE J1455 (Shock, Vibration, Electrical) Humidity: 95% RH @ 60°C Environmental: RoHS2, REACH, WEEE Military Spec MIL-STD-810G conformance to shock, vibration, Rail Usage: EN50155 (Rolling Stock) thermal shock, and humidity SUPPORT AND Includes 1st Year AirLink Complete: IP64 rated ingress protection WARRANTY POWER Input Voltage: 7 to 36 VDC AirLink Management Service (ALMS) Direct 24/7 Technical Support Low voltage disconnect to prevent battery drain 3-year standard warranty; optional 2-year warranty Built-in protection against voltage transients including 5 VDC extension engine cranking and +200 VDC load dump 1-day Accelerated Hardware Replacement available Ignition Sense with time delay shutdown through participating resellers NETWORK AND ROUTING Network Address Translation (NAT) Ethernet WAN ACCESSORIES In the box: DC Power Cable and Quick Start Guide Port Forwarding Verizon PNTM AC Adapter (2000579) NEMO/DMNR IPv6 Gateway I/O Cable (6001004) VRRP Policy Routing OBD-II Y Cable (6001204) Reliable Static Route Dynamic DNS J1939 Y Cable (6001192) VPN IPsec, GRE, and OpenVPN Client 6-in-1 Shark Fin (6001197) Up to 5 concurrent tunnels 6-in-1 Dome Antenna (6001121) Split Tunnel See website for more antenna options. Dead Peer Detection (DPD) DIMENSIONS 190mm x 45mm x 105mm (112mm including connectors) 7.5in x 1.75 in x 4.1 in (4.4 in including connectors) Weight: 0.76kg / 1.68 lb *For carrier specific band support please refer to the hardware user guide.

About Sierra Wireless Sierra Wireless (NASDAQ: SWIR) (TSX: SW) is an IoT pioneer, empowering businesses and industries to transform and thrive in the connected economy. Customers Start with Sierra because we offer a device to cloud solution, comprised of embedded and networking solutions seamlessly integrated with our secure cloud and connectivity services. OEMs and enterprises worldwide rely on our expertise in delivering fully integrated solutions to reduce complexity, turn data into intelligence and get their connected products and services to market faster. Sierra Wireless has more than 1,300 employees globally and operates R&D centers in North America, Europe and Asia. For more information, visit www.sierrawireless.com.

Connect with Sierra Wireless on the IoT Blog at www.sierrawireless.com/iot-blog, on Twitter at @SierraWireless, on LinkedIn at www.linkedin.com/company/sierra-wireless and on YouTube at www.youtube.com/SierraWireless

Sierra Wireless, the Sierra Wireless logo, AirPrime, AirLink, AirVantage and the red wave design are trademarks of Sierra Wireless. Other registered trademarks that appear on this brochure are the property of the respectiveExhibit owners. © 2019 Sierra24 Wireless, (Page Inc. 2019.07.11 4 of 6) AirLink Antenna Datasheet

Sierra Wireless AirLink® Antenna:EMBEDDED 6-in-1 MODULES Dome HL SERIES

The 6-in-1 Dome has been tested and certified to operate with AirLink LTE routers and gateways. It has a low profile design that contains six isolated high performance antenna elements in a single housing for optimal coverage; two ultra-wide-band elements spanning 698-6000MHz support MiMo/diversity at LTE frequencies; a high performance GNSS antenna with an integrated 26dB gain LNA, and three dual- band 2.4/5GHz Wi-Fi elements that provide 3x3 MiMo Wi-Fi. The antenna is ground plane independent, and maintains a high level of performance even when mounted on a non-metallic surface.

Specification PART NO. 6001129 (Black) / 6001121 (White) ELECTRICAL DATA 3G/4G Elements 698-960 / 1710-3800MHz/ /4900-6000 MHz Frequency Range Wi-Fi Elements 2.4/4.9-6GHz

698-960MHz 2.3dBi

3G/4G Elements 1710-3800MHz 5dBi Peak gain: Isotropic 4900-6000MHz 6dBi

Wi-Fi Elements 2.4/4.9-6.0GHz 2dBi Isolation Cellular > 15dB Correlation Co-efficient < 0.1 Polarisation Vertical Impedance 50Ω Max Input Power 25W

Specification GPS/GNSS DATA Frequency Range 1562-1612MHz VSWR <2:1 ± 4MHz Gain: LNA 26dB Operating Voltage 3-5V DC Approval E11 Current <20mA

sierrawireless.com/airlink Exhibit 24 (Page 5 of 6) Sierra Wireless AIRLINK® ANTENNA: 6-IN-1 DOME

MECHANICAL DATA Height 62mm (2.4”) Dimensions Diameter 176mm (6.7”) Operating Temp -30° / +80°C (-22°/ 176°F) Material ASA & Diecast Aluminium Color Black/White Ingress Protection IP66 Weight 1282g MOUNTING DATA Mounting Type Bolt Mount Mounting Hole 19mm (3/4”) CABLE DATA Type CS29 Cell / LTE Cables Length 5m (16ft) Termination SMA Plug Type CS29 GPS Cable Length 5m (16ft) Termination SMA Plug Type CS32 Wi-Fi Cables Length 5m (16ft) Termination RP-SMA Plug TECHNICAL DRAWING

About Sierra Wireless Sierra Wireless (NASDAQ: SWIR) (TSX: SW) is the leading IoT solutions provider that combines devices, network and software to unlock value in the connected economy. Companies globally are adopting IoT to improve operational efficiency, create better customer experiences, improve their business models and create new revenue streams. Whether it is a solution to help a business securely connect edge devices to the cloud, or a software/API solution to help manage processes associated with billions of connected assets, or a platform to extract real-time data to make the best business decisions, Sierra Wireless will work with you to develop the right industry-specific solution for your next IoT endeavor. Sierra Wireless has more than 1,300 employees globally and operates R&D centers in North America, Europe and Asia. For more information, visit www.sierrawireless.com.

Sierra Wireless, the Sierra Wireless logo, AirPrime, AirLInk, AirVantage and the red wave design are trademarks of Sierra Wireless. Other registered trademarks that appear on this brochure are the property of the respectiveExhibit owners. © 2020 Sierra24 Wireless, (Page Inc. 2020.03.02 6 of 6)