Construction Contract — City Council/Public Finance and Economic Development Authority/Parking Authority, March 16, 2026

Attachment 3

EXHIBIT “B”- PLANS AND SPECIFICATIONS

SCOPE OF WORK
The work to be performed includes but is not limited to the installation of wireless and fiber optic traffic signal communication to accommodate traffic signal synchronization. Work shall include the hardware installation, computer set up and communication with 32 traffic signals throughout the City of Merced.. All work shall be done within the City of Merced.

Such other items or details, not mentioned above, that are required by the plans, standard specifications, or these special provisions shall be performed, placed, constructed, or installed.

PERFORMANCE
The Contractor shall furnish all labor, materials, tools, equipment, incidentals, and do all work described in the Plans and these Special Provisions.

COORDINATION/COOPERATION
The Contractor shall notify the Engineer at
(209) 385-6846 at least three (3) working days in advance of the tentative starting date.

The Contractor shall be responsible for contacting and coordinating with all utility companies, including the City, with regards to the location of existing underground facilities in the construction area. The Contractor shall call Underground Service Alert at (800) 642 -2444, at least 2 working days before commencement of underground work for location of underground facilities.

Utility facilities damaged, temporarily disconnected, or relocated as a result of construction shall be repaired/reconnected as directed by the governing utility at the Contractor's expense.

Full compensation for conforming to the requirements of this section shall be considered as included in the price paid for the various contract items of work involved and no additional compensation will be made.

INSPECTION OF SITE
The Contractor shall inspect the work site and note all existing conditions before submitting a bid for this project. A site tour is scheduled immediately following the pre-bid meeting if requested.

PRESERVATION OF PROPERTY
Attention is directed to Section 5-1.36, “Property and Facility Preservation," of the State Specifications, and these Special Provisions.

The Contractor shall use such means as are necessary to confine all work to the existing easement and public right-of-way. Encroachment onto private property immediately adjacent to the construction area will not be permitted unless the Contractor receives written permission from the private property owner.

30 BUY AMERICA
General
Buy America requirements do not apply to the following:

1. Tools and construction equipment used in performing the work

2. Temporary work that is not incorporated into the finished project Crumb Rubber (Pub Res Code § 42703(d))
Furnish crumb rubber with a certificate of compliance. Crumb rubber must be:

1. Produced in the United States

2. Derived from waste tires taken from vehicles owned and operated in the United States Steel and Iron Materials
Steel and iron materials must be melted and manufactured in the United States except:

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

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

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

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

Manufactured Products
Iron and steel used in precast concrete manufactured products must meet the requirements of section “Steel and Iron Materials” regardless of the amount used. Iron and steel used in other manufactured products must meet the requirements of section “Steel and Iron Materials” if the weight of steel and iron components constitute 90 percent or more of the total weight of the manufactured product.

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

1. Non-ferrous metals

2. Plastic and polymer-based products such as:

2.1 Polyvinylchloride

2.2 Composite building materials

3. Glass

4. Fiber optic cable including drop cable

5. Optical fiber

6. Lumber
31 7. Engineered wood

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

Furnish construction materials to be incorporated into the work with certificates of compliance with each project delivery. Manufacturer’s certificate of compliance must include a lot or heat number, and identify where the construction material was manufactured and attest specifically to compliance with its 2 CFR 184.6 standard. Material delivery sheets will be collected at the job site and must include a matching lot or heat number.

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

PERMITS, BONDS, LICENSES AND INSURANCE
The Contractor shall procure all permits, bonds, licenses and insurance, pay all charges and fees, and give all notices necessary and incidental to the prosecution of the work.

Payment for "Permits, Bonds, Licenses and Insurance," shall be at the contract lump sum price as set forth in the proposal, and shall include all fees associated with permits, bonds, licenses, inspections, and all other fees necessary for the completion of this item.

PUBLIC CONVENIENCE AND SAFETY
The Contractor shall be responsible for all the provisions of this item, including issuance of all notices necessary for prosecution of the work. Temporary traffic control plans must comply with Part 6: Temporary Traffic Control of the California Manual on Uniform Traffic Control Devices.

Before work begins, traffic control plans must be approved by the Engineer.

Construction Area Signs - Construction area signs and traffic cones shall be furnished, installed, maintained, and removed when no longer required in accordance with the provisions in Section 12, "Temporary Traffic Control," of the State Specifications, and these Special Provisions. Specifically included in this item are all detour signage.

The Contractor shall notify the appropriate regional notification center for operators of subsurface installations at least two (2) working days, but not more than 14 calendar days, prior to commencing any excavation for construction area sign posts. The regional notification centers include, but not limited to the following:

Notification Center Telephone
Underground Service Alert (USA) 1-800-227-2600 (Northern California)
All excavations required to install construction area signs shall be performed by hand methods without the use of power equipment, except that power equipment may be used if it is determined that there were no utility facilities in the area of the proposed post holes. 32 Sign substrates for stationary mounted construction area signs may be fabricated from fiberglass reinforced plastic as specified under “Prequalified and Tested Signing and Delineation Materials” elsewhere in these Special Provisions.

Type IV reflective sheeting for sign panels for portable construction area signs shall conform to the requirements specified under “Prequalified and Testing Signing and Delineation Materials” elsewhere in these Special Provisions.

The term “construction area signs” shall also include temporary object markers required for the direction of public traffic through or around the work during construction. Object markers listed or designated on the plans as construction area signs shall be considered to be signs and shall be furnished, erected, maintained and removed by the Contractor in the same manner specified for construction area signs and the following:
• Object markers shall be stationary mounted on wood or metal posts in accordance with the details shown on the plans and the requirements in Section 82, “Markers and Delineators,” of the Standard Specifications.
• Marker panels for Type N, Type P and Type R object markers shall conform to the requirements for sign panels for stationary mounted signs. • Target plates for Type K and Type L object markers and posts, reflectors and hardware shall conform to the requirements in said Section 82, but need not be new.

When a street section is to be closed, it shall be solidly barricaded, and signs shall be posted at the closure points indicating “Street Closed.”
Full cost of providing and removing construction area signs shall be borne exclusively by the Contractor and shall be considered as included in the contract lump sum price for “Public Convenience & Safety.”
Maintaining Traffic - Attention is directed to Section 7-1.03, "Public Convenience," Section 7-1.04, "Public Safety," and Section 12, "Temporary Traffic Control," of the State Specifications. Nothing in these Special Provisions shall be construed as relieving the Contractor from its responsibility as provided in Section 7-1.04 of the State Specifications.

All traffic cones used for night lane closures shall have reflective cone sleeves as specified in the specifications. One (1) 12-foot wide traffic lane must be open at all times.

The following shall be added after the final paragraph of Section 12-3.02C, “Construction,” of the State Standard Specifications:

During the hours of darkness, traffic cones shall be affixed with reflective cone sleeves. The reflective sheeting of sleeves on the traffic cones shall be visible at 1,000 feet at night under illumination of legal high beam headlights, by persons with vision of or corrected to 20/20.

Reflective cone sleeves shall conform to the following:

Removable flexible reflective cone sleeves shall be fabricated from the reflective sheeting specified in the special provisions, have a minimum height of 13 inches and shall be placed a maximum of 3 inches from the top of the cone. The sleeves shall not be in place during daylight hours.

Permanently affixed semitransparent reflective cone sleeves shall be fabricated from the semitransparent reflective sheeting specified in the special provisions, have a minimum height of 13 inches, and shall be placed a maximum of 3 inches from the top of the cone. Traffic cones with semitransparent reflective cone sleeves may be used during daylight hours.

Permanently affixed double band reflective cone sleeves shall have 2 white reflective bands. The top band shall be 6 inches in height, placed a maximum of 4 inches from the top of the cone. The 33 lower band shall be 4 inches in height, placed 2 inches below the bottom of the top band. Traffic cones with double band reflective cone sleeves may be used during daylight hours.

The type of reflective cone sleeve used shall be at the option of the Contractor. Only one type of reflective cone sleeve shall be used on the project.

Lane closures shall conform to the provisions in the section of these special provisions entitled “Traffic Control System for Lane Closure.”
Personal vehicles of the Contractor's employees shall not be parked on the traveled way or shoulders, including any section closed to public traffic.

The Contractor shall notify local authorities of its intent to begin work at least five (5) days before work is begun. The Contractor shall cooperate with local authorities relative to handling traffic through the area and shall make its own arrangements relative to keeping the working area clear of parked vehicles.

The Contractor shall provide access to all businesses and residences within the construction zone at all times throughout the project. When the work requires the closing of a business driveway or other entrance, the Contractor shall post signs directing the public to the most convenient access to the business.

The Contractor shall provide access to all private driveways when construction is not actively in progress. Access to driveways fronting the construction area shall not be hindered or blocked for time periods greater than 4 hours without notifying the property owner or tenant in writing 24 hours prior to blockage.

The Contractor shall provide safe public access around the work site in accordance with the American Disabilities Act requirements during the work.

Whenever vehicles or equipment are parked on the shoulder within six feet of a traffic lane, the shoulder area shall be closed with fluorescent traffic cones or portable delineators placed on a taper in advance of the parked vehicles or equipment and along the edge of the pavement at 25 -foot intervals to a point not less than 25 feet past the last vehicle or piece of equipment. A minimum of nine (9) cones or portable delineators shall be used for the taper. A C23 (Road Work Ahead) or C24 (Shoulder Work Ahead) sign shall be mounted on a telescoping flag tree with flags. The flag tree shall be placed where directed by the Engineer.

When the Contractor’s operations create a condition hazardous to traffic or to the public, he shall furnish, erect and maintain, at his expense and without cost to the City, such fences, barricades, lights, signs and other devices as are necessary to prevent accidents or damage or injury to the public. The Contractor shall also furnish such flagmen, provided with the necessary equipment kept clean and in good condition by the Contractor at his expense, as may be necessary to give adequate warning to traffic or to the public that the roadway is under construction or of any dangerous conditions to be encountered. The flagmen shall perform their duties and their work of furnishing and placing such signs, lights, flags and other warning and safety devices as set forth in the current “Work Area Traffic Control Handbook” as published by the Building News, Inc., Los Angeles, California.

Minor deviations from the requirements of this section concerning hours of work which do not significantly change the cost of the work may be permitted upon the written request of the Contractor if, in the opinion of the Engineer, public traffic will be better served and the work expedited. Such deviations shall not be adopted until the Engineer has indicated its written approval. All other modifications will be made by contract change order.
34 Full cost of conforming to this section shall be considered as included in the contract lump sum price for “Public Convenience and Safety.”
Traffic Control System for Lane Closure - A traffic control system shall be provided by the Contractor and shall be in accordance with the provisions of Section 12, "Temporary Traffic Control," of the State Specifications, the provisions under "Maintaining Traffic" elsewhere in these Special Provisions.

The provisions in this section shall not relieve the Contractor from its responsibility to provide such additional devices, or take such measures as may be necessary, to comply with the provisions in Section 7-1.04, "Public Safety," of the State Standard Specifications.

Prior to any lane closures, it shall be the responsibility of the Contractor to provide 72-hour notice to the City and obtain City approval of the lane closure. Failure to notify the City in a timely manner is cause for the City to prevent the lane closure.

Whenever a lane closure is made, the Contractor shall close the lane by placing fluorescent traffic cones, portable cones, portable delineators, or other devices approved by the Engineer, along a taper and along the edge of the closed lane adjacent to public traffic. One telescoping flag tree with flags shall be placed at the beginning and at the end of the taper.

If any component in the traffic control system is displaced or ceases to operate or function as specified, from any cause, during the progress of the work, the Contractor shall immediately repair said component to its original condition or replace said component, and shall restore the component to its original location. Full cost of providing flaggers shall be borne exclusively by the Contractor.

The Contractor shall submit a traffic control plan and approved by the City Engineer prior to commencing any work.

Protection of the Work - To minimize traffic congestion during the resurfacing operation, the work shall be done in stages. Residents with driveways within the closed section shall be notified at least 24 hours in advance of closure via door hangers and signs within the limits of the project.

Barricades and signs and their cost of replacement, the cost of flagmen necessary for the protection of the work and the public and costs of notification of affected residents will be considered as included in the contract price paid for bid items shown in the proposal, and no separate payments shall be made.

Payment for "Public Convenience and Safety," shall be at the contract lump sum price as set forth in the proposal, and shall include all labor, materials, tools, equipment, and all work necessary for the completion of this item.

REPLACE EXISTING DETECTOR LOOPS
Loop Detectors shall conform to the provisions in Section 86-1.02W "Loop Detector Sealants" and Section 87-1.03V "Detectors" of the State Revised Standard Specifications and these Special Provisions.

Contractor shall install Detectors Type “A” advanced loops per plans and this specification.

Full compensation for furnishing the labor, materials, tools, equipment, including saw cutting and installing the loop detectors (loop wire) complete in place as shown on the plans and as specified in the State Revised Standard Specifications, these Specia l Provisions, and as directed by the Engineer, shall be considered as included in the per unit price(s) paid.

35 REPLACE EXISTING W/ FURNISHED AND CONFIGURED MODEL 2070 MCCAIN FLEX

TRAFFIC SIGNAL CONTROLLER
Traffic signal controller units and auxiliary equipment shall conform to these specifications.

General
The contractor shall furnish and install new controller units in existing traffic signal cabinets at the locations shown on the plans and according to the electrical guidelines set forth herein. 2070 McCain Flex traffic signal controllers (or approved equivalent) shall replace existing controllers at project intersections. The controller meet the most current Caltrans Transportation Electrical Equipment Specifications (TEES) and full field tested and accepted by the City (prior to the bid date of this special provision).

Submittals
Upon request, submit a Certificate of Compliance for each controller under Section 6 -2.03C, "Certificates of Compliance," of the State Standard Specifications.

The controller shall be provided with the following items:

1. Quality Control (QC) test sheet

2. Vendor’s test report

3. All the accessories, including 1B, and ATC communication modules

4. One copy of the latest user manual

5. 4 GB USB flash drive
Quality Control and Assurance:

Comply with the manufacturer's operating instructions for controllers.

Measurement and Payment
Payment for "Replace Existing W/ Furnished And Configured Model 2070 Mccain Flex Traffic Signal Controller,” shall be at the contract unit price as set forth in the proposal and shall include furnishing, placing, operating, removing existing controller, all labor, materials, tools, equipment, and all work necessary for the completion of this item and no additional compensation will be made.

IMPLEMENT UPDATED TRAFFIC SIGNAL TIMING SHEET
The Contractor shall implement City-furnished updated timing sheet(s) for each project intersection as identified on the Plans.

Payment for "Implement Updated Traffic Signal Timing Sheet," shall be at the contract unit price as set forth in the proposal, and shall include all labor, materials, tools, equipment, and all work necessary for the completion of this item and no additional compensation will be made.

FURNISH AND INSTALL NOTRAFFIC VIDEO DETECTION SYSTEM
Video Detection Systems and auxiliary equipment shall conform to these specifications for an AI mobility platform (“Platform”) that provides non -intrusive detection of traffic at signalized intersesctions using hybrid sensors that fuse video and radar, a cloud portal, 24/7 live monitoring and support, remote connectivity, and a variety of ITS applications for stop bar, advance, dilemma, bicycle, and pedestrian detection, traffic counts, real -time optimization, signal performance measures, and safety analytics.
36 Hardware
General
The Platform shall comprise two primary hardware components, the Sensor and the cabinet interface unit (“Nexus”).

All hardware and material shall be new. All fasteners exposed to the elements shall be Type 304 or Type 316 passivated stainless steel. Primary hardware components shall have permanent labels that bear the name of the manufacturer, description, part number, date of manufacture, and serial number.

All hardware shall comply with the environmental and operating requirements of NEMA TS 2 Section 2.1.5 (Temperature & Humidity), Section 2.1.6 (Transients, Power Service), Section 2.1.8 (Nondestructive Transient Immunity), Section 2.19 (Vibration), and Section 2.1.10 (Shock) and shall have been tested by an independent third-party laboratory using the procedures defined in Section

2.2.7 (Transients, Temperature, Voltage, and Humidity), Section 2.2.8 (Vibration), and Section 2.2.9 (Shock/Impact).

Sensor
The Sensor shall comprise a video sensor and a radar sensor housed in a single enclosure that mounts on traffic signal structures (mast arms, strain poles, posts, etc.). The Platform shall be supplied with one Sensor per approach including at least one Sensor Type 2 and the remainder Sensor Type 1, or in quantities specified by the contract documents.

Sensor Type 1 shall include a 1080p HD video camera, 60 GHz radar, Nvidia processor, one 8P8C Ethernet receptacle, and Wi-Fi communications. Sensors employing radar frequencies such as 24 GHz that are susceptible to interference from 5G communications are not compliant with this specification.

Sensor Type 2 shall comprise Sensor Type 1 plus a C-V2X module and two external omnidirectional V2X antennas. Sensor Type 2 shall comply with FCC regulations for C-V2X roadside units (RSUs).

Sensor enclosures shall be rated for IP67 and MIL -STD-810G. Sensors shall operate over a nominal input voltage range of 89 to 264 VAC at 50 or 60 Hz and shall have three internal terminals for the line, neutral, and ground conductors of standard, off-the-shelf power cable such as IMSA signal cable. Sensors that require proprietary power cable are not compliant with this specification.

Sensors shall be powered from the transportation field cabinet or from street light luminaires as specified by the contract documents.

Nexus
The Nexus shall consist of a ruggedized, field hardened computing device that mounts in and interfaces with transportation field cabinets. The Platform shall be supplied with one Nexus per intersection or in quantities specified by the contract documents. Nexus units shall support up to 10 sensors per intersection in any combination of Sensor Type 1 and Sensor Type 2.

Nexus units shall include an Nvidia processor, two 8P8C Ethernet receptacles, Wi -Fi communications, one DA-15 synchronous serial communications port conformant to NEMA TS 2 Section 3.3.1 (Port 1 Physical and Protocol), and a front panel menu-driven user interface with a backlit display and navigation buttons.

The Nexus shall interoperate with NEMA TS 1, NEMA TS 2, Model 33x, ITS, and ATC transportation field cabinets and support the NEMA TS 2 and ITS/ATC cabinet synchronous serial bus protocols.

It shall be capable of logging all communications on the synchronous serial bus including frames transmitted by other secondary stations, detect the cabinet I/O protocol currently in use (TS 2 or 37 ITS/ATC) in order to automatically configure the synchronous serial port, and detect any other I/O interface units (BIUs or SIUs) currently in use in order to prevent duplicate synchronous serial bus address assignments.

Auxiliary Components
Nexus Power & Communications Assembly
The Nexus Power & Communications Assembly shall reside in the transportation field cabinet. It shall comprise a DIN rail to which the following components are mounted:
• Terminal blocks for utility power
• Power supply for Nexus
• Cellular modem
• Firewall router
The cellular modem shall be capable of switching between all major mobile network operators without changing the SIM card.

Sensor Power Assembly
The Sensor Power Assembly shall reside in the transportation field cabinet to protect and condition power for either 4 or 6 Sensors. It shall comprise a DIN rail to which the following components are mounted:
• Terminal blocks
• Surge suppressor
• Circuit breakers
• Web relay
Antenna
The Antenna shall facilitate all wireless communications at the transportation field cabinet, including Wi-Fi, cellular, and GPS. It shall comprise nine antennas housed in a single IP67 enclosure that creates a weathertight seal when mounted to the transpo rtation field cabinet, and nine cables terminated with SMA male connectors.

Software
Embedded Software
Embedded software shall support over-the-air (OTA) updates.

Nexus User Interface
Nexus units shall provide a browser user interface for viewing real-time data, viewing historical data, and editing configuration data. The browser user interface shall be compatible with the current versions of browsers based on the WebKit (Safari), Blink (Chrome, Edge), and Gecko (Firefox) rendering engines. Access to the Nexus browser user interface shall be restricted to designated users using username and password authentication.

Mobility OS
The Platform shall include a cloud portal (“Mobility OS”). Mobility OS shall be hosted on AWS in the US or Canada using discrete servers for each infrastructure owner/operator (IOO). The IOO’s server shall not contain any other IOO’s data, and none of the IOO’s data shall reside on any other IOO’s server. Cloud portals that combine data from multiple IOOs on a single server are not compliant with this specification.
38 Mobility OS shall provide a browser user interface for viewing real-time data, viewing historical data, and editing configuration data. The browser user interface shall be compatible with the current versions of browsers based on the WebKit (Safari), Blink (Chrome, Edge), and Gecko (Firefox) rendering engines.

Access to Mobility OS shall be restricted to designed users using username and password authentication. Mobility OS shall support single sign on (SSO) from the IOO’s directory.

The Platform shall include Mobility OS for five years or for the term otherwise specified by the contract documents.

Communications
All data transmitted by the Platform between Sensors, Nexus units, and Mobility OS shall occur over virtual private networks (VPNs) using AES-256 encryption. Wi-Fi communications shall employ WPA2-AES security. Sensor-Nexus communications shall use Wi-Fi or Ethernet as specified by the contract documents.

Functionality
Detection
The Platform shall detect the passage and presence of traffic in zones located between 30 ft and 720 ft from the Sensors and report the occupancy of each zone via inputs or transportation field cabinets. It shall be possible to associate each detection zone with one or more inputs, and it shall be possible to associate multiple detection zones with the same input. When a detection zone is occupied by traffic of the selected characteristics (class, speed, etc.), it shall be considered actuated, and its inputs shall be ON; otherwise, its inputs shall be OFF.

The Platform shall support the full input functionality of NEMA TS 1, NEMA TS 2, Model 33x, ITS, and ATC transportation field cabinets, such that inputs can be mapped in actuated signal controllers to detectors, programmable logic, or any other input function supported by the controller.

To minimize Sensor-Nexus communications, all processing required to detect, classify, and track objects shall occur in the Sensor.

Detection accuracy shall be at least 98% under typical environmental conditions, where “detection accuracy” is time with no false calls or missed calls versus total time, expressed as a percentage.

The Platform’s detection accuracy shall have been evaluate d at a minimum of six traffic control signals, each owned and operated by a different IOO on roadways open to the public. Evaluations performed at test beds, closed tracks, academic institutions, research laboratories, signal maintenance shops, and other such facilities and environments not open to public travel shall not be used to satisfy this requirement. Upon request, the Manufacturer shall provide engineering reports for the evaluations that include descriptions of their methodologies and results. The reports shall be attested by a licensed Professional Engineer employed by the Manufacturer.

Sensor Fusion
The Sensor shall fuse video and radar, continually evaluating and comparing video and radar data to achieve optimal detection for the current environmental conditions, traffic, and detection zones.

Detection shall not be affected by a loss of either video alone or radar alone, whether due to environmental conditions, malfunctions, or otherwise. Platforms with separate video detection zones and radar detection zones or those that otherwise treat video and radar as independent, non- fused sensors are not compliant with this specification.

Classification
39 The Platform shall classify each object as an automobile, truck, bus, motorcycle, bicycle, or pedestrian.

Tracking
The Platform shall track the position (lane, phase, and distance to stop line) and trajectory (direction and speed) of each object.

Intelligent False Call Rejection
The Platform shall not actuate detection zones occupied by vehicles that are not moving with the prevailing flow of traffic, including vehicles that are performing road work, disabled, or illegally parked. This functionality prevents these vehicles from re gistering demand and unnecessarily calling or extending phases.

Failsafe Operation
Upon any anomaly that affects its ability to provide accurate detection, including but not limited to hardware or communications failures, the Platform shall default to a safe condition via constant calls or other mechanism supported by the transportation field cabinet.

V2X
The Platform shall support connected vehicle applications and connected intersection operation in accordance with relevant industry standards and guidelines including CTI 4001, CTI 4501, J2735, J2745, NTCIP 1202, and NTCIP 1218. It shall be capable of generating SPAT data for all makes and models of actuated signal controllers and transportation field cabinets, including those without built-in SPAT or TSCBM generation capabilities, and SDSMs for non -connected road users per SAE J3224.

Turning Movement Counts
The Platform shall detect maneuvers made by traffic at the intersection (“Turning Movement Counts”) and classify them as right turns, through movements, left turns, U-turns, and pedestrian crossings, Turning Movement Counts shall be generated automatically upon installation of the Platform from object detection rather than detection zone actuations so as not to require setup or configuration of detection zones specifically for counts.

Turning Movement Counts shall be uploaded to Mobility OS. A graphical user interface (GUI) for retrieval and analysis of Turning Movement Counts shall be provided in Mobility OS. The GUI shall support filtering Turning Movement Counts by date/time for either a single period or two periods (for side-by-side comparisons), by maneuver (left, through, right, etc.), by class (car, truck, bus, etc.), and by approach. The GUI shall support downloads of Turning Movement Counts in CSV and PDF formats aggregated in 15 minute, 1 hour, and 1 day bins.

Dilemma Zone Detection
The Platform shall detect vehicles in the dilemma zone (“Dilemma Zond Detection”). Dilemma Zone Detection shall be implemented via Dilemma Detection Zones, where a Dilemma Detection Zone has a user-defined location (upstream and downstream distances from the stop line), speed range, and extension time. Each Dilemma Detection Zone shall be capable of being associated with one or more inputs in the transportation field cabinet.

When a vehicle enters a Dilemma Detection Zone and the speed of the vehicle is within the range of speeds for said Dilemma Detection Zone, the Platform shall actuate the inputs associated with the Dilemma Detection Zone for the associated extension time. B y associating the inputs with extension detectors in the actuated signal controller, phases can be extended until vehicles are clear of the dilemma zone.
40 Pedestrian Protection
The Platform shall detect pedestrians in the crosswalk (“Ped Protection”). Ped Protection shall be implemented via Ped Protection Zones drawn over crosswalks. Each Ped Protection Zone shall be capable of being associated with one or more inputs in the transportation field cabinet.

The Platform shall actuate the inputs associated with the Ped Protection Zone when the zone is occupied by a pedestrian. By associating the inputs with detectors in the actuated signal controller, vehicle phases, pedestrian phases, and signal intervals can be extended, and custom logic can be implemented to enable other responses.

Automated Traffic Signal Performance Measures
The Platform shall provide automated traffic signal performance measures (ATSPMs). ATSPMs shall be generated automatically upon installation of the Platform from object detection rather than detection zone actuations so as not to require setup or configuration of detection zones specifically for ATSPMs.

ATSPMs shall be supported for all makes and models of actuated signal controllers and transportation field cabinets, including those that do not natively support high -resolution data logging. ATSPMs shall run in parallel with and not interfere with any third-party ATSPMs that use the high-resolution data logging facilities of the actuated signal controller.

A GUI for retrieval and analysis of ATSPMs shall be provided in Mobility OS. The GUI shall support filtering ATSPMs by date/time for either a single period or two periods (for side -by-side comparisons) and by classification (car, truck, bus, etc.). The GUI shall support downloads of ATSPMs in CSV and PDF formats.

The following ATSPMs shall be provided:
• Average vehicle delay
• Maximum vehicle delay
• Level of service
• Pedestrian delay
• Arrivals on green/red
• Level
• Purdue phase termination
• Split monitor
• Peak hour, peak hour factor, design hour factor, and directional factor Incident Detection
The Platform shall detect incidents that disrupt the normal flow of traffic, including but not limited to crashes, road work, and disabled vehicles. A time -stamped log of incidents shall be available in Mobility OS, and the Platform shall provide notifications of incidents via Mobility OS, email, text, and/or phone call. The means of delivering notifications shall be user customizable per incident type.

Timing Optimization
The Platform shall provide real -time, distributed adaptive signal control (“Timing Optimization”).

Timing Optimization shall be supported for all makes and models of actuated signal controllers and transportation field cabinets. Timing Optimization shall use data from object detection rather than detection zone actuations so as not to require setup or configuration of detection zones specifically for optimization.
41 Timing Optimization shall support a variety of intersection -level and corridor -level strategies including balanced delay reduction, progression, crossing arterial coordination, queue management during oversaturation, transit prioritization, pedestrian prio ritization, maximal throughput, queue management on freeway off ramps, optimization of non-through movements, preemption recovery, and tightly spaced intersection management. Multiple strategies shall be capable of being in effect simultaneously. Cycle lengths shall be optimized and implemented on a per-Intersection basis so as not to require a common cycle length along the corridor.

A GUI for configuring, controlling, and monitoring Timing Optimization shall be provided in Mobility OS.

Red Light Running Analytics
The Platform shall collect and store data about vehicles that enter the intersection (cross the stop line) on yellow and red including classification (car, truck, or bus), movement, approach, signal interval (yellow change interval, red clearance interval, or red phase off interval), distance, speed, and time after yellow.

A GUI for retrieval and analysis of the data shall be provided in Mobility OS. The GUI shall provide side-by-side comparisons of data from two periods facilitating before/after comparisons, a variety of textual and graphical views, and video clips of each event.

Remote Controller Access
The Platform shall provide access in Mobility OS to the browser user interface of actuated signal controllers and all functionality thereof as implemented by the manufacturer of the actuated signal controller such as status monitoring, timing parameter edi ting, configuration load/save, and controller front panel emulation.

Streaming Video
The Platform shall provide high-definition RTSP video streams in H.264 AVC and H.265 HEVC encodings for each Sensor and a quad view that combines streams from four Sensors.

Detection zone boundaries (outlines) shall be displayed in the video streams using one of two colors depending on whether the zone is actuated.

Traffic signal state shall be displayed in the video streams using icons located on the downstream (intersection) side of the stop line at each approach lane. The color of the signal state icons shall reflect the state of the associated phase, and the icons shall be labeled with the phase number.

Cellular Connectivity
The Platform shall include cellular data for five years or for the term specified by the contract documents.

Service & Support
Live Monitoring
The Manufacturer shall provide live, continuously staffed 24/7 monitoring of the Platform for five years or the term specified by the contract documents. The Platform shall be monitored for abnormalities, anomalies, performance, reliability, faults, incidents, alarms, and severe weather events. Monitoring by personnel who are on call during personal time, performing other tasks, or otherwise not solely dedicated to monitoring is not compliant with this specification. Personnel shall be knowledgeable in the principles and practices of traffic engineering, traffic control devices, and traffic signal equipment.

Installation Support
42 The Manufacturer or their designated representative shall provide on -site turn -on assistance, Monday through Friday, with a minimum one-week advance notice.

Technical Support
The Manufacturer shall provide 24/7 technical support via email and telephone for five years or the term specified by the contract documents.

Documentation
The Manufacturer shall provide electronic manuals in PDF or HTML formats that include installation, configuration, operation, troubleshooting, and maintenance information.

Training
The Manufacturer shall provide a maximum of two virtual training sessions per ILL of a maximum of three hours per session. The sessions shall include installation, configuration, operation, troubleshooting, and maintenance information. Instructors shall be certified by the Manufacturer.

Software Updates
The Platform shall include updates to the embedded and cloud software for five years or the term specified by the contract documents.

Warranty
The Manufacturer shall warrant that all Manufacturer-supplied equipment and material is free from material and workmanship defects for five years or the term specified by the contract documents (“Hardware Warranty Period”). The Hardware Warranty Period shall start when the equipment is received by the IOO.

During the Hardware Warranty Period, the Manufacturer or their designated representative shall repair or replace, at no cost to the IOO, defective equipment and material. The Manufacturer or their designated representative shall maintain an adequate invent ory of equipment and material to support warranty claims.

Manufacturer Certifications
The Manufacturer shall maintain SOC 2 Type II and ISO 27001 (Information Security Management) certifications and provide them on request.

Measurement and Payment
The Platform shall be measured in units of each and paid at the contract unit price per each. The price shall include furnishing and installing the following components:
• Three Sensor Type 1
• One Sensor Type 2
• One Nexus
• One Nexus Power & Communications Assembly
• One Sensor Power Assembly
• One Antenna
The price shall include all work required to test and confirm proper operation of the individual components and integrate them as a complete system.

FURNISH, INSTALL, CONFIGURE, AND INTEGRATE WIRELESS CRADLEPOINT WITH NET

CLOUD ENABLED
43 The Contractor shall furnish, install, configure, and integrate wireless Cradlepoint with net cloud enabled at each traffic signal cabinet not proposed for fiber optic communications as identified on the Plans and these Special Provisions.

The wireless Cradlepoint communications equipment shall include the following items and part numbers:
• Cradlepoint R1900 (Part# MBA5-19005GB-GA)
• Power Supply (Part# 170860-000)
• Panorama Antennas (2x2 MiMo)
• 4G/5G Dome Antenna Kit (LG-IN2457)
• 3-year term Cisco VPN license for Firewall Model 1150 50 Count (Part# L-AC-PLS-LIC=L- AC-PLS-3Y-S1)
Payment for " Furnish, Install, Configure, And Integrate Wireless Cradlepoint With Net Cloud Enabled," shall be at the contract unit price as set forth in the proposal, and shall include all labor, materials, tools, equipment, and all work necessary for the installation of this item and no additional compensation will be made.

FURNISH AND INSTALL NEW CONDUCTORS AND CABLES
The Contractor shall furnish and install new conductors and cables as identified on the Plans and these Special Provisions.

Conductors and cables shall comply with Section 86-1.02F “Conductors and Cables” and Section 87-1.03F “Conductors and Cables Installations” of the State Standard Specifications.

Payment for "Furnish and Install new Conductors and Cables," shall be at the contract lump sum price as set forth in the proposal, and shall include all labor, materials, tools, equipment, and all work necessary for the completion of this item and no additional compensation will be made.

REMOVE AND DISPOSE OF EXISTING FIBER OPTIC CABLE FROM EXISTING CONDUIT SYSTEM
The contractor shall disconnect and remove existing fiber optic cable from existing fiber optic conduits and pull boxes along G Street as shown on the plans. Any existing infrastructure damaged by the Contractor while completing the work shall be replaced in-kind at no additional cost to the City.

Payment for “Remove and Dispose of Existing Fiber Optic Cable from Existing Conduit System” shall be at the contract lump sum price as set forth in the proposal and shall include all labor, materials, tools, equipment, and all work necessary for the completion of this item and no additional compensation will be made.

REMOVE AND DISPOSE OF EXISTING FIBER PATCH PANEL FROM EXISTING TRAFFIC

SIGNAL CABINET
The contractor shall disconnect and remove existing fiber patch panels from existing traffic signal cabinets along G Street as shown on the plans. Any existing infrastructure damaged by the Contractor while completing the work shall be replaced in-kind at no additional cost to the City.

Payment for “ Remove and Dispose of Existing Fiber Patch Panel from Existing Traffic Signal Cabinet” shall be at the contract unit price as set forth in the proposal and shall include all labor, 44 materials, tools, equipment, and all work necessary for the completion of this item and no additional compensation will be made.

FURNISH AND INSTALL CISCO CATALYST 9300 48-PORT AGGREGATE SWITCH AT CITY HALL
The Contractor shall furnish, install, and configure one (1) aggregate switch at the City Hall IDF room in coordination with the City IT Department.

The aggregate switch shall include the following parts:
• C9300-48S-E
• C9300X-NM-8X
• PWR-C1-715WAC-P
• C9300-DNX-E-24S-3Y
• SMERTNET Support CON-SNTP-C930024E
• Fiber Patch Cables SC/APC to LC 1 M SMF Yellow Duplex Cable Payment for "Furnish and Install Cisco Catalyst 9300 48-Port Aggregate Switch at City Hall," shall be at the contract unit price as set forth in the proposal, and shall include all labor, materials, tools, equipment, and all work necessary for the installation of this item and no additional compensation will be made.

FURNISH AND INSTALL MANAGED ETHERNET SWITCH AND ANCILLARY EQUIPMENT IN

EXISTING SIGNAL CABINET
The C ontractor shall furnish, install, and configure ethernet switches at existing traffic signal cabinets as shown on the plans.

The ethernet switches shall include the following parts:
• Cisco IE 3100 (IE-3100-8T2C-E Network Essentials)
• I-E3100 Cisco Catalyst Center Essential up to 12 ports 1-year term license (IE3100-DNA- E-L-1Y)
• 2 Cisco SFP (GLC-LH-SM=)
• 1 Cisco 1GB SD card (SD-IE-1GB=)
• 19” DIN rail mount kit (STK-RACK-DINRAIL=)
• Fiber Patch Cables SC/APC to LC 1 M SMF yellow duplex cable Payment for "Furnish and Install Managed Ethernet Switch and Ancillary Equipment in Existing Signal Cabinet," shall be at the contract unit price as set forth in the proposal, and shall include all labor, materials, tools, equipment, and all work necessary for the installation of this item and no additional compensation will be made.

FURNISH AND INSTALL FIBER OPTIC SPLICE CLOSURE
The Contractor shall furnish and install fiber optic splice closures and ancillary equipment, including, but not limited to, fiber distribution units, patch cords, and splice trays as necessary to implement the communications system shown on the plans. Any existing infrastructure damaged by the Contractor while completing the work shall be replaced in-kind at no additional cost to the City. 45 Splice closures shall comply with Section 87-19.02D “Fiber Optic Splice Enclosures” and Section 87-19.03E “Splice Enclosures Installation” of the State Standard Specifications.

Payment for "Furnish and Install Fiber Optic Splice Closure" shall be at the contract unit price as set forth in the proposal, and shall include all labor, materials, tools, equipment, and all work necessary for the installation of this item and no additional compensation will be made.

FURNISH AND INSTALL (24- OR 12-) STRAND SMFO, PULL TAPE, TRACER WIRE, AND 3-

CHAMBER FLEXIBLE INNERDUCT
The Contractor shall furnish and install 24- or 12-strand SMFO, pull tape, tracer wire, and 3-chamber flexible innerduct in existing and proposed fiber optic conduit as shown on the plans. Any existing infrastructure damaged by the Contractor while completing the work shall be replaced in-kind at no additional cost to the City.

Conduit shall comply with Section 87 -19.02C “Fiber Optic Cable” of the State Standard Specifications.

Payment for "Furnish and Install (24- Or 12-) Strand SMFO, Pull Tape, Tracer Wire, and 3-Chamber Flexible Innerduct" shall be at the contract unit price(s) as set forth in the proposal, and shall include all labor, materials, tools, equipment, and all work necessary for the installation of this item and no additional compensation will be made.

FURNISH AND INSTALL 4” HDPE FIBER OPTIC/TRAFFIC SIGNAL CONDUIT The Contractor shall furnish and install 4” HDPE fiber optic conduit as shown on the plans. Any existing infrastructure damaged by the Contractor while completing the work shall be replaced in- kind at no additional cost to the City.

SMFO cables shall comply with Section 86-1.02B “Conduit and Accessories” and Section 87-1.03B “Conduit Installation” of the State Standard Specifications.

Payment for "Furnish and Install 4” HDPE Fiber Optic/Traffic Signal Conduit" shall be at the contract unit price as set forth in the proposal, and shall include all labor, materials, tools, equipment, and all work necessary for the installation of this item and no additional compensation will be made.

FIBER SPLICING AND TESTING
The C ontractor shall conduct fiber splicing and testing as shown on the plans. Any existing infrastructure damaged by the Contractor while completing the work shall be replaced in-kind at no additional cost to the City.

Technical and Functional Requirements
The Contractor acknowledges that contractor-performed testing is a vital component of the work and required for acceptance of the fiber optic cables and all related assemblies.

The fiber optic testing shall be conducted at the following stages:
• Upon Cable Delivery Before Installation – Cable Reel Tests • After Installation and Before Splicing – Post Installation/Pre-Splicing Tests • After Splicing and Connectorizing – End-to-End/Post-Splicing Tests 46 Contractor shall submit a sample of the OTDR and power meter/light source data printouts to the Engineer for review and approval prior to conducting any testing.

All testing shall be performed in a manner that provides the time, space, set up, tools, and equipment for the Engineer or his designee to inspect and verify that all test setups and tests, including review of fiber connections, test equipment, device disp lays, and all related documentation. The tests shall quantitatively demonstrate that the fiber optic cable meets or exceeds the minimum requirements and specifications provided in these special provisions and the contract plans.

All technicians testing cable shall be certified as an Advanced Fiber Optics Technician or Certified Fiber Optics Specialist by the Fiber Optic Association (FOA). Contractor shall submit to the Engineer for approval proof of FOA certification for each of the technicians performing testing.

Vehicles used for fiber testing shall have their engine turned off during testing.

The Contractor shall use clean, well maintained testing equipment. The testing equipment shall have been calibrated within one (1) year prior to conducting the tests.

A 1,000-meter launch cable, or launch box tuned to the attenuation of a 1,000-meter launch cable, shall be used to overcome the dead zone of the OTDR inserted between the OTDR and the optical link.

The OTDR testing shall be done at a scale of at least 1 dB per division on the vertical scale.

All test measurements shall be measured at the wavelengths for the proposed equipment to use the fiber optic cable.

Contractor shall perform tests to verify that ports and fibers installed by others have end points indicated in the contract plans.

Short Fiber Cable Segments
A short fiber cable segment is defined as a cable measuring 1000 feet or less including all coiling and slack.

It is acknowledged that test results from short segments of fiber cable may require re-testing, and that there may be an issue where the OTDR results may appear inconsistent and do not meet the maximum attenuation limits required in these special provisions even after the re -tests. In these cases, the Contractor shall prepare link attenuation calculations and perform power meter/light source tests on the subject fiber cable and submit to the Engineer for review. Should the power meter tests show that the actual loss is less than the theoretical maximum loss for the fiber cable (all strands), the power meter/light source test results will be used accepted instead of the OTDR tests.

There shall be no additional cost for the additional calculations and testing for short fiber cable testing including the power meter/light source tests and link attenuation calculations. The contractor shall be bear the entire cost of the re-tests and calculations, and no additional compensation shall be allowed therefor.

Test Plan
The Contractor shall prepare and submit a Test Plan to the Engineer for review and approval that provides a detailed description of the tests that will be conducted, the steps required to conduct the testing, and the specific locations where the tests will be conducted.

The Test Plan shall cover all stages of the fiber testing and shall include the following at a minimum:

1. Stage of Test (i.e., Cable Reel, Post Installation or End-to-End) 47 2. Contractor staff who will be conducting the tests

3. Test equipment to be used

4. The setup for the testing including all of the equipment connections

5. The detailed process for the testing including, but not limited to:
a. recording/capturing of the test data;
b. file format and organization of the test data that will be submitted; c. direction of the test (OTDR and power meter/light source); and d. test data that will be collected and reported

6. Sample test printouts including all graphic and tables

7. A tabular and narrative summary of all of the fiber optic segments that will be tested which shall include all start and end points noted by intersection name, facility name, stationing, or other means for the Engineer to be able to verify the location Contractor shall submit a sample of the OTDR and power meter/light source data printouts to the Engineer for review and approval as part of the Test Plan.

If the Engineer rejects the submitted Test Plan, the Contractor shall submit a revised Test Plan within five (5) working days for review and approval by the Engineer. No testing shall be performed until Contractor's test plan has been approved by the Engineer.

Submittal of the test equipment user’s manual does not constitute any part of the Test Plan, and should the Test Plan contain such documentation, it shall be rejected in its entirety.

The Contractor shall notify the Engineer of his intent to proceed with testing forty-eight (48) hours prior to commencement of each test. It is noted that regardless of the advance notification, there shall be no testing until the Test Plan is approved by the Engineer. In addition, the Contractor shall be able to commence testing a minimum of 48 hours after the Test Plan has been approved.

The approval of the formats for the test printouts shall be attained prior to conducting any testing.

Any tests that are conducted prior to the Engineer’s approval of the Test Plan and the test document format shall be considered as not acceptable and the Contractor shall re-test all fibers as a result.

Link Attenuation Calculations
The Contractor shall prepare Link Attenuation Calculations for each fiber segment. The calculations shall be shown in a table clearly indicating the following:
• Fiber cable segment – note the two end points
• Length of the segment tested
• Direction – note which direction the calculation is being conducted for • Splices – note the number and locations of the splices • Connectors – note the number and locations of the connectors.

The results of the calculations will provide the theoretical attenuation limits for each segment. This will be used to compare the results of the power meter and light source testing.

The Contractor shall submit the Link Attenuation Calculations to the Engineer for review and approval prior to conducting any power meter/light source tests.

The approval of the Link Attenuation Calculations shall be attained prior to conducting any power meter/light source testing.

Any power meter/light source tests that are conducted prior to the Engineer’s approval of the Link Attenuation Calculations shall be considered as not acceptable and the Contractor shall re-test all fibers as a result.

Cable Reel Test
48 After delivery of the fiber optic cable to the project site prior to field installation (Cable Reel Acceptance Test). This test is intended to verify that the fiber received from the supplier is in sound condition and without manufacturing defects.

The Cable Reel Test shall be performed within ten (10) working days from the delivery of the fiber optic cable to the project site, or when the cable is received by the Contractor from the supplier, whichever is sooner.

The Contractor shall notify the Engineer of his intent to proceed with the cable reel testing forty - eight (48) hours prior to commencement of the test. However, no tests shall commence until the Engineer has approved the Test Plan that shall be submitted to the Engineer (refer to the “Test Plan” section elsewhere in these special provisions).

The fiber cable shall be tested with an Optical Time Domain Reflectometer (OTDR), and only one direction needs to be tested.

Any fiber optic cable that does not meet the requirements described in the section “Fiber Cable Characteristics” and any applicable and relevant section in these special provisions shall be replaced at shall be at the sole cost of the Contractor, and no ad ditional compensation shall be allowed therefor.

At the time of testing, the Contractor shall inspect the fiber optic cable and record any visible signs of defects.

The Contractor shall compare the test results to the manufacturer’s specifications and note any discrepancies.

If the attenuation level measured from the tests conducted by the Contractor is 5% or more higher than the attenuation reported from the manufacturer’s factory tests, or 5% or more higher than the maximum attenuation values allowed as shown in Table 1, the fiber cable reel will be considered as unacceptable at this stage regardless of the number of fibers that deviate from the manufacturer’s test results.

The Contractor shall replace the unsatisfactory reels of cables at no additional expense to the project, and no additional compensation shall be allowed therefor.

The Contractor shall install heat shrink or other protective covering to the fiber optic cable end to prevent the entry of moisture or other contaminants.

Installation of new fiber optic cable shall only occur once the fiber optic cable reel acceptance test has been reviewed and approved by the Engineer.

The Cable Reel Test results including the manufacturer’s factory test results shall be summarized and submitted to the Engineer for review and approval. The test results shall be documented and submitted to the Engineer based on the requirements contained in section “Test Documentation” contained herein these special provisions.

Post Installation/Pre-Splicing Testing
The installation of new fiber optic cable shall only occur once the fiber optic cable reel acceptance test has been reviewed and approved by the Engineer.

At the time of testing, the Contractor shall inspect the fiber optic cable and record any visible signs of damage.

The Post Installation/Pre-Splicing Test shall be performed within ten (10) workings from the time the fiber optic cable is installed, and before any splices are conducted or connectors installed on the fiber cable segment.
49 The fiber cable shall be tested with an OTDR, and shall be conducted in both directions along each fiber cable segment.

If the attenuation level for a fiber strand measured from the tests conducted by the Contractor is 5% or more higher than the attenuation reported from the cable reel tests, or 5% or more higher than the maximum attenuation values allowed as shown in Table 1, the fiber strand shall be considered as an unacceptable fiber having failed the test.

The Contractor will be allowed one re-test to mitigate any failed test(s).

Should the results from any re-tests continue to yield test failures, the entire fiber cable shall be considered as unacceptable and shall be replaced by the Contractor, regardless of the number of fibers that have failed the test.

The Contractor shall replace the unacceptable fiber cables at no additional cost, and no additional compensation shall be allowed therefor.

Test results shall be summarized and submitted to the Engineer. If the cable installation test results are found unsatisfactory by the Engineer, the fiber optic cable segment will be judged as unacceptable. The Contractor shall replace the unsatisfactory s egment of cable with new fiber, without additional splices, at no expense to the City. Conduct cable installation acceptance test for the new segment of cable to demonstrate proper installation.

Any and all connectorizing that is necessary to conduct the post -installation testing shall be considered as part of the fiber optic testing costs, and no additional compensation shall be provided therefor.

The test results shall be documented and submitted to the Engineer based on the requirements stated in section “Test Documentation” contained herein these special provisions.

End-to-End/Post-Splicing Testing
After the post installation testing has been approved by the Engineer and after the splicing and connectorizing of the fiber cable per the contract plans is completed, the Contractor shall conduct the End-to-End/Post Splicing Testing.

This test stage is intended to verify that the end-to-end fiber optic paths have been completed per the contract plans, and that all of the splices and connectors have been performed to the highest standard of care that meets all of the requirements in these special provisions.

The End-to-End/Post Splicing Test shall be performed within ten (10) working days from the completion of all the splices and connectorizations.

The Contractor shall notify the Engineer of his intent to proceed with the end-to-end testing forty- eight (48) hours prior to commencement of the test. However, no tests shall commence until the Engineer has approved the Test Plan that shall be submitted to the Engineer (refer to the “Test Plan” section elsewhere in these special provisions).

The end-to end/post-splice tests shall consist of performing OTDR and power meter/light source testing.

Both the OTDR and power meter/light source tests shall be conducted in both directions along each fiber segment.
50 All fusion splices shall be tested in both directions and the average of the loss measured shall be used to determine the splice loss.

All mated connector pairs shall be tested in both directions and the average of the loss measured shall be used to determine the connector loss.

The tests shall document total end-to-end loss, splice and connector loss and backreflection, and overall reflectance levels.

Should the power meter tests show that the actual fiber loss is less than the theoretical maximum fiber loss for the fiber cable (for all strands), the fiber cable will be considered as acceptable. Refer to the “Test Documentation” section elsewhere in these special provisions.

If the attenuation level for a fiber strand measured from the tests conducted by the Contractor is 5% or more higher than the maximum attenuation values allowed as shown in Table 1, or the theoretical maximum as calculated from the Link Attenuation Calculations, the fiber strand shall be considered as an unacceptable fiber having failed the test.

The Contractor will be allowed one re-test to mitigate any failed test(s).

The Contractor shall replace the unacceptable fiber cables at no additional cost, and no additional compensation shall be allowed therefor.

Any and all connectorizing that is necessary to conduct the end-to-end testing shall be considered as part of the fiber optic testing costs, and no additional compensation shall be provided therefor.

Test Documentation
All tests shall be saved on Compact Disc (CD) or portable media stick (USB flash drive) and shall be submitted to the Engineer for review and approval. All electronic copies of the test results shall be submitted in portable document format (pdf).

A three-ring binder with hardcopies of the test results shall also be provided. All test result printouts (OTDR and Power Meter/Light Source) shall contain the following:
• Maximum specified loss at specified wavelengths
• Test location (e.g., intersection name or facility name) • Date and Time of test
• Test crew (names)
• Test Equipment manufacturer and model
• Direction of the test
• Length of fiber segment tested
• Buffer tube and fiber color
• Attenuation result (in dB or dB/km)
OTDR Test Results
The OTDR test result printouts shall provide a graphical representation of the test of each fiber strand that clearly shows the following information at a minimum:
• The launch cable length
• The cable length
• Cable ID
• Fiber strand number or color
51 • Start location (where the OTDR is located)
• End or Far location
• Total End to End Loss (dB)
• Start point and end point for each OTDR trace
• Indications where losses or other events occur along the fiber The start point and end point shall be used to determine the direction of the test. The graphical representation shall provide enough information for the Engineer to determine where splice and connector losses are located along the fiber segment. If this information is not readily apparent on the graphical representation, it will be rejected.

In addition to the test result printouts and graphical representations, the Contractor shall provide a summary table that documents the test results of each fiber strand that is tested on each fiber cable segment. The table shall indicate the fiber number or color, buffer tube (color), wavelength (in nm), and attenuation (in dB/km).

All printouts shall bear the signature or initials of the Contractor’s representative who has reviewed the tests.

The Contractor shall place a check mark on all traces that satisfy the requirements identified herein.

The Contractor shall highlight any discrepancies that may exist in the test results. If more than 20% of the tests have any discrepancies, abnormalities or failures, the tests will be rejected and the Contractor shall be required to conduct a complete re-test and re-submit the documentation for the Engineer’s review and approval.

Any subsequent re-testing, re-splicing, or revision of the test documentation shall be at the sole cost to the Contractor and no additional cost shall be allowed therefor.

Power Meter and Light Source Test Results
The Power Meter/Light Source test results shall be submitted with the following at a minimum:
• Contractor staff tester (name)
• Cable ID
• Start point (intersection or facility name)
• End point (intersection or facility name)
• Fiber number and color
• Fiber buffer tube
• Direction of test
• Length of cable tested (feet)
• Splice locations (name)
• Connector locations (name)
• Wavelength (nm)
• Theoretical loss limit (from Attenuation Calculations) • Measured loss
• Headroom loss (theoretical loss minus actual loss)
The optical testing using a light source and power meter shall meet the following minimum requirements:

Optical Fiber Light Source
• Single mode fiber
• Provide dual laser light sources with central wavelengths of 1310 nm (±20 nm) and 1550 nm (±20 nm).
52 • Output power of –10 dBm minimum.

Power Meter
• Provide 850 nm, 1300 nm, 1310 nm, and 1550 nm wavelength test capability. • Power measurement uncertainty of ± 0.25 dB.

Single-Mode OTDR
• Wavelengths of 1310 nm (± 20 nm) and 1550 nm (± 20 nm). • Event deadzones of 2 m maximum at 1310 nm and 2 m maximum at 1550 nm. • Attenuation deadzones of 15 m maximum at 1310 nm and 15 m maximum at 1550 nm. • Distance range not less than 10,000 m.
• Dynamic range at least 10 dB at 1310 nm and 1550 nm
The OTDR used for testing shall be provided with certification of its most recent calibration which shall be within twelve (12) months from the date of the testing.

The OTDR operator shall hold a current operators certificate for the equipment used. This certificate shall be provided to the Engineer prior to any use of the OTDR for testing, and shall represent not less than sixteen (16) hours of training from the equipment manufacturer.

The OTDR shall have a distance measurement accuracy of ± 0.01%.

Measurement and Payment
Payment for "Fiber Splicing and Testing" shall be at the contract lump sum price as set forth in the proposal, and shall include all labor, materials, tools, equipment, and all work necessary for the completion of this item and no additional compensation will be made.

PROVIDE CRADLE POINT PROGRAMMING TO CONTROL CENTER
The contractor shall provide programming that works from the project intersections and recognized at the Control Center.

Payment for “Provide Cradle Point Programming to Control Center” shall be at the contract lump sum price as set forth in the proposal and shall include all labor, materials, tools, equipment, and all work necessary for the completion of this item and no additional compensation will be made.

RESTORATION
The Contractor shall restore all areas adjacent to the construction area and areas affected during construction to their preconstruction condition. Specifically included in this item are all concrete and asphalt pavement, signs, concrete curb and gutter, c urb drains, driveway and alley approach, sidewalk, pavement markings and striping, landscaping, and irrigation, fencing and all items damaged during construction.

The Contractor shall also make modifications to any existing landscape irrigation systems affected by the construction to ensure systems remain functional. Contractor shall make the modifications using the same type of materials as the existing system, or materials as approved by the Engineer.

Contractor shall remove sidewalk formwork, cleanup and backfill with soil and re -sod to match existing landscaping.

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252

TITLE SHEET & LOCATION MAP
TT-1
1 LOCATION 1

INDEX OF SHEETS
DWG
No.

SHEET
No. DESCRIPTION BID WORK DESIGNATION
BASE BID BID ALTERNATE 1 BID ALTERNATE 2 BID ALTERNATE 3 TT-1 1 TITLE SHEET & LOCATION MAP XX X X
G-1 2 GENERAL NOTES AND LEGEND X X X X
T-1 3 SIGNAL MODIFICATION PLANS LOCATIONS 1, 3, 4, 5, AND 6 XX X T-2 4 2. BELLEVUE RD & G ST SIGNAL SIGNAL MODIFICATION X T-3 5 7. LEHIGH DR & M ST SIGNAL SIGNAL MODIFICATION X T-4 6 SIGNAL MODIFICATION PLANS LOCATIONS 8, 9, 10, 11, AND 12 XX T-5 7 9. YOSEMITE AVE & R ST SIGNAL SIGNAL MODIFICATION X T-6 8 13. OLIVE AVE & M ST SIGNAL MODIFICATION X
T-7 9 14. N BEAR CREEK DR & M ST SIGNAL MODIFICATION X T-8 10 15. 23RD ST & M ST SIGNAL MODIFICATION X
T-9 11 16. 21ST ST & M ST SIGNAL MODIFICATION X
T-10 12 SIGNAL MODIFICATION PLANS LOCATIONS 17, 19, AND 20 X T-11 13 18. 18TH ST & M ST SIGNAL MODIFICATION X
T-12 14 21. LOUGHBOROUGH DR & R ST SIGNAL MODIFICATION X T-13 15 SIGNAL MODIFICATION PLANS LOCATIONS 22, 24, AND 25 X T-14 16 23. OLIVE AVE & AUSTIN AVE SIGNAL MODIFICATION X T-15 17 26. OLIVE AVE & PARK AVE SIGNAL MODIFICATION X T-16 18 27. N BEAR CREEK DR & R ST SIGNAL MODIFICATION X T-17 19 SIGNAL MODIFICATION PLANS LOCATIONS 28, 30, AND 32 X T-18 20 29. 20TH ST & R ST SIGNAL MODIFICATION X
T-19 21 31. MAIN ST & R ST SIGNAL MODIFICATION X
FO-1 22 G ST AND OLIVE AVE SIGNALS FIBER OPTIC LAYOUT X FO-2 23 M ST SIGNALS FIBER OPTIC LAYOUT X
FS-1 24 FIBER SPLICING DIAGRAM 1 X
FS-2 XX FIBER SPLICING DIAGRAM 2 X
FS-3 25 FIBER SPLICING DIAGRAM 3 X
FS-4 26 FIBER SPLICING DIAGRAM 4 X
FS-5 27 FIBER SPLICING DIAGRAM 5 X
LOCATION 2
LOCATION 3
LOCATION 4
LOCATION 5
LOCATION 6
LOCATION 7
LOCATION 8
LOCATION 9
LOCATION 10
LOCATION 11
LOCATION 12
LOCATION 13
LOCATION 14
LOCATION 15
LOCATION 16
LOCATION 17
LOCATION 18
LOCATION 19
LOCATION 20
LOCATION 21
LOCATION 22
LOCATION 23
LOCATION 24
LOCATION 25
LOCATION 26
LOCATION 27
LOCATION 28
LOCATION 29
LOCATION 31
LOCATION 32

CITY HALL
CMAQ (059)

MERCED TRAFFIC SIGNAL SYNCHRONIZATION

CITY OF MERCED
PROJECT NUMBER CP 220066
N/A
LOCATION 30
BID ALTERNATE 1
BID ALTERNATE 3
BID ALTERNATE 2
54 REFERENCEBENCH MARK

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252
ABBREVIATIONS:

ADA = AMERICANS WITH DISABILITIES ACT
APS = ACCESSIBLE PEDESTRIAN SYSTEM
EVP = EMERGENCY VEHICLE PREEMPTION
IISNS = INTERNALLY ILLUMINATED STREET NAME SIGN
LPI = LEADING PEDESTRIAN INTERVAL
MUTCD = MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
PPB = PEDESTRIAN PUSH BUTTON
GENERAL NOTES:

1. THE CONTRACTOR SHALL, AT THE TIME OF BIDDING AND THROUGHOUT THE PERIOD OF THE CONTRACT, BE LICENSED IN THE STATE OF CALIFORNIA UNDER THE PROVISIONS OF CHAPTER 9, DIVISION 3 OF THE BUSINESS AND PROFESSIONS CODE AND SHALL BE BONDABLE FOR AN AMOUNT EQUAL TO OR GREATER THAN THE AMOUNT BID TO DO THE TYPE OF WORK CONTEMPLATED IN THE PLANS AND SPECIFICATIONS.

2. THE CONTRACTOR SHALL BE SKILLED AND REGULARLY ENGAGED IN THE GENERAL CLASS AND TYPE OF WORK CALLED FOR IN THE PROJECT PLANS AND SPECIFICATIONS. THEREFORE, THE OWNER IS RELYING UPON THE EXPERIENCE AND EXPERTISE OF THE CONTRACTOR, IT SHALL

BE EXPECTED THAT PRICES PROVIDED WITHIN THE CONTRACT DOCUMENTS SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE.

THE CONTRACTOR SHALL BE COMPETENT, KNOWLEDGEABLE AND HAVE SPECIAL SKILLS ON THE NATURE, EXTENT AND INHERENT CONDITIONS OF THE WORK TO BE PERFORMED. CONTRACTOR SHALL ALSO ACKNOWLEDGE THAT THERE ARE CERTAIN PECULIAR AND

INHERENT CONDITIONS EXISTENT IN THE CONSTRUCTION OF THE PARTICULAR FACILITIES, WHICH MAY CREATE, DURING THE CONSTRUCTION PROGRAM, UNUSUAL OR PECULIAR UNSAFE CONDITIONS HAZARDOUS TO PERSONS, PROPERTY AND THE ENVIRONMENT.

CONTRACTOR SHALL BE AWARE OF SUCH PECULIAR RISKS AND HAVE THE SKILL AND EXPERIENCE TO FORESEE AND TO ADOPT PROTECTIVE MEASURES TO ADEQUATELY AND SAFELY PERFORM THE CONSTRUCTION WORK WITH RESPECT TO SUCH HAZARDS.

3. SUBMISSION OF A BID BY THE CONTRACTOR SHALL CONSTITUTE ACKNOWLEDGEMENT THAT, IF AWARDED THE CONTRACT, THEY HAVE RELIED AND ARE RELYING ON THEIR OWN EXAMINATION OF (1) THE SITE OF THE WORK, (2) ACCESS TO THE SITE, AND (3) ALL OTHER DATA

AND MATTERS REQUISITE TO THE FULFILLMENT OF THE WORK AND ON THEIR OWN KNOWLEDGE OF EXISTING FACILITIES ON AND IN THE VICINITY OF THE SITE OF THE WORK TO BE CONSTRUCTED UNDER THIS CONTRACT.

4. THE INFORMATION PROVIDED BY THE CITY OF THE ENGINEER IS NOT INTENDED TO BE A SUBSTITUTE FOR, OR A SUPPLEMENT TO, THE

INDEPENDENT VERIFICATION BY THE CONTRACTOR TO THE EXTENT SUCH INDEPENDENT INVESTIGATION OF SITE CONDITIONS IS DEEMED NECESSARY OR DESIRABLE BY THE CONTRACTOR. CONTRACTOR SHALL ACKNOWLEDGE THAT THEY HAVE NOT RELIED SOLELY UPON CITY OR ENGINEER FURNISHED INFORMATION REGARDING SITE CONDITIONS IN PREPARING AND SUBMITTING THEIR BID.

5. PRIOR TO ANY WORK BEING PERFORMED, THE CONTRACTOR SHALL CONTACT THE APPROPRIATE REGULATORY AGENCY FOR A PRE-CONSTRUCTION CONFERENCE. CONTRACTOR SHALL ALSO NOTIFY THE BELOW LISTED PROJECT CONTACTS SEVENTY-TWO (72) HOURS (3 WORKING DAYS) IN ADVANCE OF SAID MEETING:

CITY OF MERCED ADVANCED MOBILITY GROUP:

PROJECT MANAGER 3003 OAK ROAD, SUITE 100
678 W. 18TH STREET WALNUT CREEK, CA 94597
MERCED, 95340 PHONE NO. (925) 476-5426

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND LICENSES REQUIRED FOR THE CONSTRUCTION AND COMPLETION OF THE

PROJECT, AND SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS AND CONDITIONS OF ALL PERMITS AND APPROVALS APPLICABLE TO THIS PROJECT. THE CONTRACTOR SHALL ASSURE THEMSELVES THAT THE NECESSARY TEMPORARY EASEMENTS, AND/OR PERMITS ARE SECURED PRIOR TO CONSTRUCTION.

7. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT WHERE APPLICABLE FOR ANY WORK DONE WITHIN RIGHT-OF-WAYS OR EASEMENTS FROM CITY OF MERCED. CONTRACTOR SHALL NOTIFY CITY, COUNTY, AND/OR STATE, FORTY-EIGHT (48) HOURS (2 WORKING DAYS) IN ADVANCE OF STARTING ANY WORK REQUIRED IN THE PLANS.

8. CONTRACTOR SHALL INSPECT THE SITE OF THE WORK PRIOR TO BIDDING TO SATISFY THEMSELVES BY PERSONAL EXAMINATION, OR BY SUCH OTHER MEANS AS THEY MAY PREFER, OF THE LOCATION OF THE PROPOSED WORK, AND OF THE ACTUAL CONDITIONS OF THE SITE. IF,

DURING THE COURSE OF THEIR EXAMINATION, A BIDDER FINDS FACTS OR CONDITIONS WHICH APPEAR TO THEM TO BE IN CONFLICT WITH

THE LETTER OR SPIRIT OF THE PROJECT PLANS AND SPECIFICATIONS, THEY SHALL CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION AND EXPLANATION BEFORE SUBMITTING THEIR BID. PRIOR TO ORDERING ANY EQUIPMENT, THE CONTRACTOR SHALL VERIFY ALL EQUIPMENT LOCATIONS IN THE FIELD WITH THE CITY REPRESENTATIVE ENGINEER.

9. CONTRACTOR SHALL PREPARE TRAFFIC CONTROL PLANS FOR EACH PROJECT LOCATION. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE IDENTIFICATION OF THE TYPE AND LOCATION OF TRAFFIC CONTROL DEVICES TO REMAIN IN PLACE DURING CONSTRUCTION. FIELD WORK SHALL NOT BEGIN UNTIL ADEQUATE TRAFFIC CONTROL DEVICES ARE IN PLACE AS APPROVED BY THE CITY OF MERCED. TRAFFIC CONTROL

PLANS SHALL CONSIDER AND INCORPORATE THE PROXIMITY OF SCHOOLS ADJACENT TO WORK ZONES TO ENSURE MINIMUM CONFLICTS WITH SCHOOL RELATED TRAFFIC.

10. CONTRACTOR SHALL TAKE CARE TO PRESERVE ALL STREET MONUMENTS, LOT CORNER PIPES AND OTHER PERMANENT MONUMENTS. ANY

OF THESE ITEMS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND BY A LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. THIS MUST BE COMPLETED BEFORE THE CITY WILL ACCEPT THE IMPROVEMENTS AS COMPLETE.

11. WHENEVER EXISTING FACILITIES ARE REMOVED, DAMAGED, BROKEN, OR CUT IN THE INSTALLATION OF THE WORK COVERED BY THESE

PLANS OR SPECIFICATIONS, SAID FACILITIES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE, AFTER PROPER BACKFILLING AND/OR CONSTRUCTION, WITH MATERIALS EQUAL TO OR BETTER THAN THE MATERIALS USED IN THE ORIGINAL EXISTING FACILITIES. THE FINISHED PRODUCT SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER, AND THE RESPECTIVE REGULATORY AGENCY. CONTRACTOR SHALL REPAIR OR REPLACE ALL LANDSCAPING, CURBS, PAVEMENT, UTILITY SERVICE, ETC. DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE CITY.

12. ALL WORK SHALL CONFORM TO AND ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE FOLLOWING: CITY OF MERCED STANDARD PLANS AND SPECIFICATIONS AND ALL AMENDMENTS THERETO TO-DATE, 2023 CALTRANS STANDARD PLANS AND

REVISED STANDARD PLANS, MOST CURRENT CALTRANS SPECIFICATIONS, AND MOST CURRENT CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD).

13. THE CONTRACTOR SHALL CAREFULLY READ ALL OF THE NOTES AND SPECIFICATIONS, THE CONTRACTOR SHALL BE SATISFIED AS TO THE TRUE MEANING AND INTENTION AND SHALL BE RESPONSIBLE FOR COMPLYING WITH EACH.

14. IT IS INTENDED THAT THESE PLANS REQUIRE ALL LABOR AND MATERIALS NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES OR AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR SPECIFICATIONS. THE ENGINEER'S INTERPRETATION THEREOF SHALL BE CONCLUSIVE.

15. WHERE THE PLANS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED.

16. THE CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL-SIZE AS-BUILT RECORD DRAWINGS SHOWING THE FINAL LOCATION AND LAYOUT OF ALL MECHANICAL; PIPING AND CONDUITS; STRUCTURES AND OTHER FACILITIES. AS-BUILT RECORD DRAWINGS SHALL REFLECT CHANGE ORDERS, ACCOMMODATIONS, AND ADJUSTMENTS TO ALL IMPROVEMENTS CONSTRUCTED. WHERE NECESSARY, SUPPLEMENTAL DRAWINGS SHALL BE PREPARED AND SUBMITTED BY THE CONTRACTOR.

17. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE

CITY OF MERCED, AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OF MERCED OR THE ENGINEER.

18. DUST CONTROL SHALL BE PROVIDED AT ALL TIMES, AT THE CONTRACTOR'S EXPENSE, TO MINIMIZE ANY DUST NUISANCE AND SHALL BE IN ACCORDANCE WITH SECTION 10 OF CALTRANS STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THE CITY OF MERCED.

CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY OF MERCED FOR USE OF WATER FROM FIRE HYDRANTS FOR CONSTRUCTION PURPOSES. THE PERMIT SHALL BE APPROVED BY THE CITY OF MERCED FIRE DEPT.

19. THE INFORMATION SHOWN ON THE PLANS WITH REGARD TO THE EXISTING UTILITIES AND/OR IMPROVEMENTS WAS DERIVED FROM FIELD INVESTIGATIONS AND/OR RECORD INFORMATION. THE ENGINEER DOES NOT GUARANTEE THESE LOCATIONS TO BE EITHER TRUE OR EXACT.

PRIOR TO CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO POTHOLE AND VERIFY ALL EXISTING IMPROVEMENTS

AND TO EXPOSE ALL EXISTING UNDERGROUND UTILITIES RELATED TO THE PROJECT, INCLUDING BUT NOT LIMITED TO, SEWER, STORM DRAIN, WATER, IRRIGATION, GAS, ELECTRICAL, ETC. AND SHALL NOTIFY THE ENGINEER IN WRITING FORTY-EIGHT (48) HOURS (2 WORKING DAYS) IN ADVANCE OF EXPOSING THE UTILITIES, SO THAT THE EXACT LOCATION AND ELEVATION CAN BE VERIFIED AND DOCUMENTED. IF

LOCATION AND/OR ELEVATION DIFFERS FROM THAT SHOWN ON THE DESIGN PLANS, PROVISIONS TO ACCOMMODATE NEW LOCATION/ELEVATION MUST BE MADE.

20. PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE EACH UTILITY COMPANY LOCATE, IN THE FIELD, THEIR MAIN AND SERVICE LINES. THE CONTRACTOR SHALL NOTIFY MEMBERS OF THE UNDERGROUND SERVICE ALERT (U.S.A.) FORTY-EIGHT (48) HOURS (2 WORKING DAYS) IN ADVANCE OF PERFORMING ANY EXCAVATION WORK BY CALLING THE TOLL-FREE NUMBER (800) 227-2600. THE CONTRACTOR SHALL RECORD THE U.S.A. ORDER NUMBER AND FURNISH ORDER NUMBER TO THE CITY AND ENGINEER PRIOR TO ANY EXCAVATION. IT WILL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO DIRECTLY CONTACT ANY OTHER UTILITY COMPANIES THAT ARE NOT MEMBERS OF U.S.A. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE OF THIS CONTRACT. ANY REPAIRS NECESSARY TO DAMAGED UTILITIES SHALL BE PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH OTHER CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICE TO THE PROJECT. CONTRACTOR SHALL PERFORM VACUUM POTHOLING

AND VERIFICATION OF POLE AND STORM DRAIN STRUCTURE LOCATIONS PRIOR TO ORDERING SIGNAL POLES, MAST ARMS, STORM DRAIN MANHOLES AND INLETS.

21. THE CONDUCTOR AND EQUIPMENT SCHEDULES ARE FURNISHED FOR INSTALLATION GUIDELINES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CORRECT WIRING AND EQUIPMENT FOR THE INTENDED OPERATIONS.

22. LOCATIONS OF NEW EQUIPMENT SUCH AS POLES, PULL BOXES, CONTROLLER AND SERVICE CABINETS SHOWN ARE APPROXIMATE UNLESS OTHERWISE NOTED. BEFORE ANY CONSTRUCTION, THE CONTRACTOR SHALL CHECK FOR CONFLICTS WHETHER UNDERGROUND OR OVERHEAD. ALL LOCATIONS OF NEW EQUIPMENT SHALL BE MARKED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION.

23. CONTRACTOR SHALL NOT BEGIN WORK UNTIL ALL OF THE TRAFFIC SIGNAL MATERIAL AND OTHER EQUIPMENT IS AVAILABLE ON-SITE READY FOR INSTALLATION. ONCE CONTRACTOR BEGINS WORK, THEY SHALL NOT STOP UNTIL ALL WORK IS COMPLETED. CONTRACTOR SHALL REMOVE ALL DEBRIS FROM STREET, GUTTER AND SIDEWALK IMMEDIATELY AFTER WORK IS COMPLETED.

24. CONTRACTOR SHALL REVIEW ALL DOCUMENTS, VERIFY ALL DIMENSIONS AND FIELD CONDITIONS, AND SHALL CONFIRM THAT ALL WORK IS BUILDABLE AS SHOWN BEFORE COMMENCING WORK. ANY CONFLICTS OR OMISSIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER FOR CLARIFICATION PRIOR TO PERFORMANCE OF WORK.

25. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AT LEAST SEVENTY-TWO (72) HOURS (3 WORKING DAYS) IN ADVANCE

PRIOR TO INSTALLATION OF ANY PULL BOX, TRAFFIC SIGNAL CONTROLLER, TRAFFIC SIGNAL FOUNDATION, OR ANY OTHER TRAFFIC SIGNAL EQUIPMENT.

26. THE CONTRACTOR SHALL COORDINATE CLOSURE OF BUS STOP, IF NEEDED, DUE TO CONSTRUCTION, WITH THE LOCAL TRANSIT AGENCY.

CONTRACTOR SHALL ALLOW ADEQUATE TIME FOR POSTING OF ADVANCE NOTICES.

27. ANY CONSTRUCTION WORK RELATED TO TRAFFIC CONTROL SHALL BE CONDUCTED BETWEEN HOURS OF 7:00 AM TO 4:00 PM, MONDAY THRU FRIDAY. THE CONTRACTOR WILL BE REQUIRED TO MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. ANY LANE CLOSURE SHALL BE SUBJECT TO THE PRIOR APPROVAL OF THE CITY TRAFFIC ENGINEER.

28. TRAFFIC SIGNAL EQUIPMENT POSITION SHALL BE VERIFIED BY THE ENGINEER AND MAINTENANCE STAFF PRIOR TO INSTALLATIONS.

29. CONTRACTOR SHALL VERIFY ALL EXISTING CONDUIT FILLS IN THE FIELD TO DETERMINE COMPLIANCE WITH CALTRANS TRAFFIC MANUAL CHAPTER 9 SECTION 9-13.5.

30. NO MATERIAL OR EQUIPMENT SHALL BE STORED OVERNIGHT IN THE PUBLIC RIGHT OF WAY.

31. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTY ADJACENT TO THE WORK THROUGHOUT THE PERIOD OF CONSTRUCTION.

32. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF OR RECYCLE ALL SURPLUS EXCAVATION, MATERIALS, AND DEBRIS FROM THE SITE AND SHALL MAINTAIN THE SITE IN A NEAT AND ORDERLY CONDITION.

TRAFFIC SIGNAL AND FIBER OPTIC GENERAL NOTES:

1. LOCATIONS OF CONTROLLER, CONDUITS, PULL BOXES, AND OTHER EQUIPMENT ARE APPROXIMATE AND WILL BE LOCATED IN THE FIELD AS DIRECTED BY THE ENGINEER.

2. BID ALTERNATE WORK IS IDENTIFIED ON PLAN SHEETS, ALL WORK OUTSIDE BID ALTERNATE DESIGNATION SHALL BE CONSIDERED PART OF BASE BID WORK.

3. PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY.

4. CONTRACTOR WILL BE PROVIDED UPDATED SIGNAL TIMING SHEETS FOR EACH INTERSECTION. CONTRACTOR SHALL IMPLEMENT PROPOSED SIGNAL TIMING DURING CONSTRUCTION.

5. ALL PROJECT INTERSECTIONS WILL UTILIZE LPI.

6. CONTRACTOR SHALL PROTECT ALL EXISTING CABLES AND CONDUCTORS IN PLACE, UNLESS OTHERWISE NOTED, AT NO ADDITIONAL COST TO THE CITY.

7. FURNISH AND INSTALL CAPS OR DUCT PLUGS FOR ALL UNUSED CONDUIT.

8. EACH FIBER OPTIC PULL BOX SHALL BE EQUIPPED WITH 50' MIN. OF SLACK IN THE TRUNKLINE CABLE AND 50' MIN. OF SLACK IN THE BRANCH CABLE ON EACH SIDE OF THE FIBER OPTIC SPLICE CLOSURE (iTYPICALLY, THE TRUNKLINE CABLE WILL HAVE 100' OF SLACK TOTAL AND THE BRANCH CABLE WILL HAVE 50' OF SLACK TOTAL).

GENERAL NOTES AND LEGEND
G-1
2 N/A
LEGEND:

EXISTING PROPOSED DESCRIPTION

TRAFFIC SIGNAL POLE

TRAFFIC SIGNAL SECTION HEAD
EVP

CONDUIT

PULLBOX

SIGNAL CABINET

VIDEO DETECTION CAMERA
55 REFERENCEBENCH MARK

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252
3 SIGNAL MODIFICATION PLANS
LOCATIONS 1, 3, 4, 5, AND 6 T-11" = 20'
PROJECT NOTES (THIS SHEET ONLY):

UPGRADE EXISTING CONTROLLER TO 2070 CONTROLLER (MCCAIN FLEX) REMOVE AND SALVAGE EXISTING CONTROLLER EQUIPMENT TO CITY CORP YARD.

UPDATED SIGNAL TIMING SHEET TO BE PROVIDED TO CONTRACTOR DURING CONSTRUCTION FOR CONTRACTOR TO IMPLEMENT.

NOT USED
FURNISH AND INSTALL NEW CRADLEPOINT R1900 (PART# MBA5-19005GB-GA) AND SEPARATE POWER SUPPLY (PART# 170860-000), PANORAMA ANTENNAS 2x2 MiMo 4G/5G DOME ANTENNA KIT LG-IN2457, AND 3-YEAR TERM CISCO VPN LICENSE FOR FIREWALL MODEL 1150 50 COUNT (PART #
L-AC-PLS-LIC=L-AC-PLS-3Y-S1).

CONNECT NEW ROUTER TO THE NEW CONTROLLER USING CAT6E CABLE.

APPLY CITY-ISSUED ASSET TAGS TO CRADLEPOINT. PROVIDE INSTALLATION LOCATION TIED TO ASSET NUMBER IN DIGITAL SPREADSHEET.

N
G ST

FARMLAND AVE

MERCY AVE

COMMUNITY COLLEGE DR
N
G ST
M ST

IRONSTONE DR
N

ACCURATE FOR ELECTRICAL WORK ONLY

1. FARMLAND AVE & G ST

5. COMMUNITY COLLEGE DR-MERCY AVE & G ST 6. IRONSTONE DR & M ST

FOOTHILL DR
G ST

3. FOOTHILL DR & G ST
N
G ST
N

4. W CARDELLA RD & G ST

W CARDELLA RD
BID ALTERNATE 3 WORK
BID ALTERNATE 2 WORK
56 REFERENCEBENCH MARK

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252
N
GENERAL NOTES (THIS SHEET ONLY):

1. PROTECT ALL EXISTING PULL BOXES IN PLACE UNLESS OTHERWISE NOTED.

2. VIDEO DETECTION ZONES SHALL BE INSTALLED BY A NOTRAFFIC REPRESENTATIVE. ZONES SHOWN ARE ILLUSTRATIVE ONLY.

3. ABANDON ALL EXISTING DETECTOR LOOPS IN PLACE. REMOVE ALL DLCs FROM EXISTING CONDUIT RUNS AND TRAFFIC SIGNAL CONTROLLER CABINET. DLCs MAY BE USED AS PULL WIRES TO INSTALL NEW CABLES AND CONDUCTORS IF NECESSARY.
4 2. BELLEVUE DR & G ST
SIGNAL MODIFICATION T-21" = 20'

ACCURATE FOR ELECTRICAL WORK ONLY

PROPOSED PHASE DIAGRAM

STEADY DEMAND SEQUENCE

EMERGENCY VEHICLE PREEMPTION
EVA = Ø2 + Ø5
EVB = Ø4 + Ø7
EVC = Ø1 + Ø6
EVD = Ø3 + Ø8
G ST

BELLEVUE RD
PROJECT NOTES (THIS SHEET ONLY):

UPGRADE EXISTING CONTROLLER TO 2070 CONTROLLER (MCCAIN FLEX) REMOVE AND SALVAGE EXISTING CONTROLLER EQUIPMENT TO CITY CORP YARD.

UPDATED SIGNAL TIMING SHEET TO BE PROVIDED TO CONTRACTOR DURING CONSTRUCTION FOR CONTRACTOR TO IMPLEMENT.

FURNISH AND INSTALL NOTRAFFIC VIDEO DETECTION CAMERA ON MAST ARM PER CALTRANS STANDARD.
405' TO

LIMIT LINE
405' TO

LIMIT LINE
BID ALTERNATE 2 WORK
57 REFERENCEBENCH MARK

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252
N
300' TO

LIMIT LINE
405' TO

LIMIT LINE
5 7. LEHIGH DR & M ST
SIGNAL MODIFICATION T-31" = 20'
PROJECT NOTES (THIS SHEET ONLY):

UPGRADE EXISTING CONTROLLER TO 2070 CONTROLLER (MCCAIN FLEX) REMOVE AND SALVAGE EXISTING CONTROLLER EQUIPMENT TO CITY CORP YARD.

UPDATED SIGNAL TIMING SHEET TO BE PROVIDED TO CONTRACTOR DURING CONSTRUCTION FOR CONTRACTOR TO IMPLEMENT.

FURNISH AND INSTALL NOTRAFFIC VIDEO DETECTION CAMERA ON MAST ARM PER CALTRANS STANDARD.

FURNISH AND INSTALL NEW CRADLEPOINT R1900 (PART# MBA5-19005GB-GA) AND SEPARATE POWER SUPPLY (PART# 170860-000), PANORAMA ANTENNAS 2x2 MiMo 4G/5G DOME ANTENNA KIT LG-IN2457, AND 3-YEAR TERM CISCO VPN LICENSE FOR FIREWALL MODEL 1150 50 COUNT (PART #
L-AC-PLS-LIC=L-AC-PLS-3Y-S1).

CONNECT NEW ROUTER TO THE NEW CONTROLLER USING CAT6E CABLE.

APPLY CITY-ISSUED ASSET TAGS TO CRADLEPOINT. PROVIDE INSTALLATION LOCATION TIED TO ASSET NUMBER IN DIGITAL SPREADSHEET.

ACCURATE FOR ELECTRICAL WORK ONLY
GENERAL NOTES (THIS SHEET ONLY):

1. PROTECT ALL EXISTING PULL BOXES IN PLACE UNLESS OTHERWISE NOTED.

2. VIDEO DETECTION ZONES SHALL BE INSTALLED BY A NOTRAFFIC REPRESENTATIVE. ZONES SHOWN ARE ILLUSTRATIVE ONLY.

BID ALTERNATE 3 WORK
58 18'
3'
TYP.
4'
4'
18'

REFERENCEBENCH MARK

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252
6 SIGNAL MODIFICATION PLANS
LOCATIONS 8, 9, 10, 11, AND 12 T-41" = 40'
PROJECT NOTES (THIS SHEET ONLY):

UPGRADE EXISTING CONTROLLER TO 2070 CONTROLLER (MCCAIN FLEX) REMOVE AND SALVAGE EXISTING CONTROLLER EQUIPMENT TO CITY CORP YARD.

UPDATED SIGNAL TIMING SHEET TO BE PROVIDED TO CONTRACTOR DURING CONSTRUCTION FOR CONTRACTOR TO IMPLEMENT.

NOT USED
REPLACE EXISTING ADVANCED LOOP DETECTORS.

CONNECT NEW ROUTER TO THE NEW CONTROLLER USING CAT6E CABLE.

APPLY CITY-ISSUED ASSET TAGS TO CRADLEPOINT. PROVIDE INSTALLATION LOCATION TIED TO ASSET NUMBER IN DIGITAL SPREADSHEET.

8. YOSEMITE AVE & EL REDONDO DR

YOSEMITE AVE

EL REDONDO DR

10. YOSEMITE AVE & M ST
N
M ST

YOSEMITE AVE

11. YOSEMITE AVE & STADIUM LN

ACCURATE FOR ELECTRICAL WORK ONLY

STADIUM LN

BEALS AVE
N

12. LOUGHBOROUGH DR-COLLINS DR & M ST

COLLINS DR

LOUGHBOROUGH DR
N

YOSEMITE AVE
M ST
BID ALTERNATE 1 WORK
59 EVD
F=15'
Ø3 Ø8
EVB
F=15'
Ø7Ø4
EVA
F=15'
Ø5
0VLA
Ø2

CONDUCTOR AND CONDUIT SCHEDULE
8-8
POLE G
PEC
IISNS
POLE H
POLE A
POLE C
POLE F
POLE E
POLE D

POLE BCIRCUIT

POLE OR
4-4
2 1-1
1-1
8-8
2 2-2
2 1-1
2 1-1
1-11-1
1-11-1
1-11-1
1-1
1-1 1-1
1-1
2-22-2 1-1
RUN No.
321 54 76 8

PROJECT NOTE
INSTALL A R34 (NO U-TURN) SIGN ON MAS

EXISTING TYPE III-CF SERVICE CABINET W
LOAD: TRAFFIC SIGNAL SYSTEM (120 V)
TOTAL LOAD: 1,300 +/- WATTS.
3 4
2 1
4-200 W. HPS LUMINARES
Ø1
Ø5
Ø7
A
B
C
D
E
F
G
EVC
F=15'
Ø1
Ø6
Ø6
3 H
9 6
3 4
7 5
8 2"C,2#6,2#10,2#10,3#14
PG&E SERVICE POINT.
9 1-1 1-1
1-1
1-1
1-1 1-1
1-1 1-1 1-1
1-1 1-1
1-1
22 2

INSTALL A STRAIGHT FIVE-SECTION HEAD
3 1
2 I
7J5U4I8U4I8L
INSTALL VIDEO DETECTION CAMERA.5
5 5
5 5
CILITATE AN EIGHT PHASE SIGNAL OPERATION.

SV-1-T
SV-2-T
eu e
Ø1 & Ø5
Ø3
SP 1 T 4
6SP-1-T
0VLA
1-1
1-1
1-1
1-1
1-1
0V
3 3
6 6
6 6
6 6
6 6
6 P
P
Ø8
Ø8
Ø4
Ø4
OHOHOH

ADD ALL THE NECESSARY ITEMS TO EXIS

LIKE ALL NEEDED CIRCUIT BREAKERS, P
EXIST. 2"C, WITH 3#12 (IR
ADD INERDUCT WITH 2#
CB
7 DH
2"C2I4L
5J1U
2I4U
2"C2I2L
2"C,5DLC
DH
2"C
6J4L
1I1U
6J4U
2"C,1DLC
2"C,4DLC
DH
2"C
8J8U
2"C,4DLC
3I5U 8J8L
DH
2"C
2"C,4DLC
2"C,1DLC
DH
12'
14'
12'
5'
12' 14' 12' 6'
12'
12'
12'
11'
4I6U4I6U
12'13'16'5'
8J6U8J6U
OH
6J2U
2"C,1DLC
2I2U
2I2U

REFERENCEBENCH MARK

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252
N

PHASE DIAGRAM

STEADY DEMAND SEQUENCE

EMERGENCY VEHICLE PREEMPTION
eva = Ø1 + Ø6
evb = Ø2 + Ø5
evc = Ø3 + Ø8
evd = Ø4 + Ø7
7 9. YOSEMITE AVE & R ST
SIGNAL MODIFICATION T-51" = 20'
GENERAL NOTES (THIS SHEET ONLY):

1. PROTECT ALL EXISTING PULL BOXES IN PLACE UNLESS OTHERWISE NOTED.

2. VIDEO DETECTION ZONES SHALL BE INSTALLED BY A NOTRAFFIC REPRESENTATIVE. ZONES SHOWN ARE ILLUSTRATIVE ONLY.

3. REMOVE EXISTING VIDEO DETECTION CAMERAS FROM MAST ARMS AND EXISTING VIDEO DETECTION

SYSTEM CABLES FROM CONDUITS, AND DISCONNECT AND REMOVE EXISTING VIDEO DETECTION SYSTEM EQUIPMENT FROM TRAFFIC SIGNAL CABINET.

4. ABANDON ALL EXISTING DETECTOR LOOPS IN PLACE. REMOVE ALL DLCs FROM EXISTING CONDUIT RUNS AND TRAFFIC SIGNAL CONTROLLER CABINET. DLCs MAY BE USED AS PULL WIRES TO INSTALL NEW CABLES AND CONDUCTORS IF NECESSARY.

PROJECT NOTES (THIS SHEET ONLY):

UPGRADE EXISTING CONTROLLER TO 2070 CONTROLLER (MCCAIN FLEX) REMOVE AND SALVAGE EXISTING CONTROLLER EQUIPMENT TO CITY CORP YARD.

UPDATED SIGNAL TIMING SHEET TO BE PROVIDED TO CONTRACTOR DURING CONSTRUCTION FOR CONTRACTOR TO IMPLEMENT.

FURNISH AND INSTALL NOTRAFFIC VIDEO DETECTION CAMERA ON MAST ARM PER CALTRANS STANDARD.

CONNECT NEW ROUTER TO THE NEW CONTROLLER USING CAT6E CABLE.

APPLY CITY-ISSUED ASSET TAGS TO CRADLEPOINT. PROVIDE INSTALLATION LOCATION TIED TO ASSET NUMBER IN DIGITAL SPREADSHEET.

EQUIPMENT SCHEDULE
POLE
No.

STANDARD MAST ARM

LUMINAIRE

VEHICLE SIGNAL

MOUNTING PED
SIGNAL

MOUNTING
PPB

IISNS SPECIAL REQUIREMENTS
TYPE HGT SIGNAL LUM. MAST
ARM POLE Ø ARROW
26-4-129 10' 45' 15' 200 w mat
mas sv-1-t sp-1-t 6 left yosemite ave FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON EXISTING MAST ARM.
type 15 30' - 15' 200 w - sv-1-t sp-1-t 8 right -
26-4-129 10' 45' 15' 200 w mat
mas sv-1-t sp-1-t 8 left r street FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON EXISTING MAST ARM.
type 15 30' - 15' 200 w - sv-2-t sp-1-t 2 right -
26-4-129 4' 40' 15' 200 w mat
mas sv-1-t sp-1-t 2 left yosemite ave FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON EXISTING MAST ARM.
type 15 10' - 15' 200 w - sv-2-t sp-1-t 4 right -
26-4-129 30' 45' 15' 200 w mat
mas sv-1-t sp-1-t 4 left r street FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON EXISTING MAST ARM.
type 15 4' - 15' 200 w - sv-2-t sp-1-t 6 right -
230' TO

LIMIT LINE
230' TO

LIMIT LINE
BID ALTERNATE 1 WORK

ACCURATE FOR ELECTRICAL WORK ONLY
60 REFERENCEBENCH MARK

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252
N

OLIVE AVE
M ST

EQUIPMENT SCHEDULE
POLE
No.

STANDARD MAST ARM

LUMINAIRE

VEHICLE SIGNAL

MOUNTING PED
SIGNAL

MOUNTING

APS PPB STREET NAME

SIGN SPECIAL REQUIREMENTS
TYPE HGT SIGNAL LUM. MAST
ARM POLE Ø ARROW QUAD.
1-b 10' -- - - tv-1-t sp-1-t -- - -
existing 30' - 12' -
mas
mas sv-1-t sp-1-t -- - -

FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON
EXISTING MAST ARM.
1-b 10' -- - - tv-2-t sp-1-t -- - -
existing 30' - 12' -
mas
mas sv-1-t sp-1-t -- - -

FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON
EXISTING MAST ARM.
pba 4' -- - - - - - - - -
1-b 10' -- - - tv-1-t sp-1-t -- - -
26-3-70 30' 40' 12' -
mas
mas sv-1-t sp-1-t -- - -

FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON
EXISTING MAST ARM.
pba 4' -- - - - - - - - -
1-b 10' -- - - tv-2-t sp-1-t -- - -
existing 30' - 12' -
mas
mas tv-1-t sp-1-t -- - -

FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON
EXISTING MAST ARM.

PHASE DIAGRAM

STEADY DEMAND SEQUENCE

EMERGENCY VEHICLE PREEMPTION
eva = Ø1 + Ø6
evb = Ø2 + Ø5
evc = Ø3 + Ø8
evd = Ø4 + Ø7
285' TO

LIMIT LINE
285' TO

LIMIT LINE
230' TO

LIMIT LINE
8 13. OLIVE AVE & M ST
SIGNAL MODIFICATION T-61" = 20'
PROJECT NOTES (THIS SHEET ONLY):

UPGRADE EXISTING CONTROLLER TO 2070 CONTROLLER (MCCAIN FLEX) REMOVE AND SALVAGE EXISTING CONTROLLER EQUIPMENT TO CITY CORP YARD.

UPDATED SIGNAL TIMING SHEET TO BE PROVIDED TO CONTRACTOR DURING CONSTRUCTION FOR CONTRACTOR TO IMPLEMENT.

FURNISH AND INSTALL NOTRAFFIC VIDEO DETECTION CAMERA ON MAST ARM PER CALTRANS STANDARD.

GENERAL NOTES (THIS SHEET ONLY):

1. PROTECT ALL EXISTING PULL BOXES IN PLACE UNLESS OTHERWISE NOTED.

2. VIDEO DETECTION ZONES SHALL BE INSTALLED BY A NOTRAFFIC REPRESENTATIVE. ZONES SHOWN ARE ILLUSTRATIVE ONLY.

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252
N
9 14. N BEAR CREEK DR & M ST
SIGNAL MODIFICATION T-71" = 20'

ACCURATE FOR ELECTRICAL WORK ONLY
185' TO

LIMIT LINE
185' TO

LIMIT LINE

PHASE DIAGRAM

STEADY DEMAND SEQUENCE
PROJECT NOTES (THIS SHEET ONLY):

UPGRADE EXISTING CONTROLLER TO 2070 CONTROLLER (MCCAIN FLEX) REMOVE AND SALVAGE EXISTING CONTROLLER EQUIPMENT TO CITY CORP YARD.

UPDATED SIGNAL TIMING SHEET TO BE PROVIDED TO CONTRACTOR DURING CONSTRUCTION FOR CONTRACTOR TO IMPLEMENT.

FURNISH AND INSTALL NOTRAFFIC VIDEO DETECTION CAMERA ON MAST ARM PER CALTRANS STANDARD.

GENERAL NOTES (THIS SHEET ONLY):

1. PROTECT ALL EXISTING PULL BOXES IN PLACE UNLESS OTHERWISE NOTED.

2. VIDEO DETECTION ZONES SHALL BE INSTALLED BY A NOTRAFFIC REPRESENTATIVE. ZONES SHOWN ARE ILLUSTRATIVE ONLY.

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252
23RD ST
M ST
N

EQUIPMENT SCHEDULE
POLE
No.

STANDARD MAST ARM

LUMINAIRE

VEHICLE SIGNAL

MOUNTING PED
SIGNAL

MOUNTING

APS PPB STREET NAME

SIGN SPECIAL REQUIREMENTS
TYPE HGT SIGNAL LUM. MAST
ARM POLE Ø ARROW QUAD.
1-b 10' -- - - tv-1-t sp-1-t -- - -
24-4-70 30' 35' 12' -
mas
mas sv-1-t sp-1-t -- - -

FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON
EXISTING MAST ARM.
1-b 10' -- - - tv-1-t sp-1-t -- - -
19-4-70 30' 30' 12' -
mas
mas sv-1-t sp-1-t -- - -

FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON
EXISTING MAST ARM.
1-b 10' -- - - tv-1-t sp-1-t -- - -
24-4-70 30' 35' 12' -
mas
mas sv-1-t sp-1-t -- - -

FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON
EXISTING MAST ARM.
1-b 10' -- - - tv-1-t sp-1-t -- - -
19-4-70 30' 30' 12' -
mas
mas tv-1-t sp-1-t -- - -

FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON
EXISTING MAST ARM.
185' TO

LIMIT LINE
185' TO

LIMIT LINE
10 15. 23RD ST & M ST
SIGNAL MODIFICATION T-81" = 20'
PROJECT NOTES (THIS SHEET ONLY):

UPGRADE EXISTING CONTROLLER TO 2070 CONTROLLER (MCCAIN FLEX) REMOVE AND SALVAGE EXISTING CONTROLLER EQUIPMENT TO CITY CORP YARD.

UPDATED SIGNAL TIMING SHEET TO BE PROVIDED TO CONTRACTOR DURING CONSTRUCTION FOR CONTRACTOR TO IMPLEMENT.

FURNISH AND INSTALL NOTRAFFIC VIDEO DETECTION CAMERA ON MAST ARM PER CALTRANS STANDARD.

CONNECT NEW ROUTER TO THE NEW CONTROLLER USING CAT6E CABLE.

APPLY CITY-ISSUED ASSET TAGS TO CRADLEPOINT. PROVIDE INSTALLATION LOCATION TIED TO ASSET NUMBER IN DIGITAL SPREADSHEET.

ACCURATE FOR ELECTRICAL WORK ONLY
GENERAL NOTES (THIS SHEET ONLY):

1. PROTECT ALL EXISTING PULL BOXES IN PLACE UNLESS OTHERWISE NOTED.

2. VIDEO DETECTION ZONES SHALL BE INSTALLED BY A NOTRAFFIC REPRESENTATIVE. ZONES SHOWN ARE ILLUSTRATIVE ONLY.

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252
N

EQUIPMENT SCHEDULE
POLE
No.

STANDARD MAST ARM

LUMINAIRE

VEHICLE SIGNAL

MOUNTING PED
SIGNAL

MOUNTING

APS PPB STREET NAME

SIGN SPECIAL REQUIREMENTS
TYPE HGT SIGNAL LUM. MAST
ARM POLE Ø ARROW QUAD.
existing 30' - 12' -
mas
mas sv-1-t sp-1-t -- - -

FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON
EXISTING MAST ARM.
1-b 10' -- - - tv-1-t sp-1-t -- - -
existing 30' - 12' -
mas
mas sv-1-t sp-1-t -- - -

FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON
EXISTING MAST ARM.
200' TO

LIMIT LINE
200' TO

LIMIT LINE
180' TO

LIMIT LINE
11 16. 21ST ST & M ST
SIGNAL MODIFICATION T-91" = 20'
PROJECT NOTES (THIS SHEET ONLY):

UPGRADE EXISTING CONTROLLER TO 2070 CONTROLLER (MCCAIN FLEX) REMOVE AND SALVAGE EXISTING CONTROLLER EQUIPMENT TO CITY CORP YARD.

UPDATED SIGNAL TIMING SHEET TO BE PROVIDED TO CONTRACTOR DURING CONSTRUCTION FOR CONTRACTOR TO IMPLEMENT.

FURNISH AND INSTALL NOTRAFFIC VIDEO DETECTION CAMERA ON MAST ARM PER CALTRANS STANDARD.

ACCURATE FOR ELECTRICAL WORK ONLY
GENERAL NOTES (THIS SHEET ONLY):

1. PROTECT ALL EXISTING PULL BOXES IN PLACE UNLESS OTHERWISE NOTED.

2. VIDEO DETECTION ZONES SHALL BE INSTALLED BY A NOTRAFFIC REPRESENTATIVE. ZONES SHOWN ARE ILLUSTRATIVE ONLY.

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252
12 SIGNAL MODIFICATION PLANS
LOCATIONS 17, 19, AND 20 T-101" = 40'
PROJECT NOTES (THIS SHEET ONLY):

UPGRADE EXISTING CONTROLLER TO 2070 CONTROLLER (MCCAIN FLEX) REMOVE AND SALVAGE EXISTING CONTROLLER EQUIPMENT TO CITY CORP YARD.

UPDATED SIGNAL TIMING SHEET TO BE PROVIDED TO CONTRACTOR DURING CONSTRUCTION FOR CONTRACTOR TO IMPLEMENT.

CONNECT NEW ROUTER TO THE NEW CONTROLLER USING CAT6E CABLE.

APPLY CITY-ISSUED ASSET TAGS TO CRADLEPOINT. PROVIDE INSTALLATION LOCATION TIED TO ASSET NUMBER IN DIGITAL SPREADSHEET.

ACCURATE FOR ELECTRICAL WORK ONLY
N

19. MAIN ST & M ST 20. BUENA VISTA DR & R ST

BUENA VISTA DR
N
R ST

17. 19TH ST & M ST
65 REFERENCEBENCH MARK

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252
N

EQUIPMENT SCHEDULE
POLE
No.

STANDARD MAST ARM

LUMINAIRE

VEHICLE SIGNAL

MOUNTING PED
SIGNAL

MOUNTING

APS PPB STREET NAME

SIGN SPECIAL REQUIREMENTS
TYPE HGT SIGNAL LUM. MAST
ARM POLE Ø ARROW QUAD.
existing 30' - 12' -
mas
mas sv-1-t sp-1-t -- - -

FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON
EXISTING MAST ARM.
1-b 10' -- - - tv-1-t sp-1-t -- - -
9-14-129 --- - - - - - - - -

FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON
EXISTING MAST ARM.
1-b 10' -- - - tv-1-t sp-1-t -- - -
existing 30' - 12' -
mas
mas sv-1-t sp-1-t -- - -

FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON
EXISTING MAST ARM.
1-b 10' -- - - tv-1-t sp-1-t -- - -
9-14-129 --- - - - - - - - -

FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON
EXISTING MAST ARM.
180' TO

LIMIT LINE
180' TO

LIMIT LINE
185' TO

LIMIT LINE
13 18. 18TH ST & M ST
SIGNAL MODIFICATION T-111" = 20'
PROJECT NOTES (THIS SHEET ONLY):

UPGRADE EXISTING CONTROLLER TO 2070 CONTROLLER (MCCAIN FLEX) REMOVE AND SALVAGE EXISTING CONTROLLER EQUIPMENT TO CITY CORP YARD.

UPDATED SIGNAL TIMING SHEET TO BE PROVIDED TO CONTRACTOR DURING CONSTRUCTION FOR CONTRACTOR TO IMPLEMENT.

FURNISH AND INSTALL NOTRAFFIC VIDEO DETECTION CAMERA ON MAST ARM PER CALTRANS STANDARD.

ACCURATE FOR ELECTRICAL WORK ONLY

CONDUCTOR SCHEDULE
AWG
POLE
OR

CIRCUIT
RUNS
3-12 WIRE

CONDUCTOR
CABLE
POLE A 1-1 1-1 1-1
POLE B 1-1 1-1 1-1
POLE C 1-1
POLE D 1-1 1-1
POLE E 2-1 2-1 2-1
POLE F 0-1 0-1 0-1 0-1
POLE G 1-1 1-1 1-1 1-1 1-1
POLE H 1-1 1-1 1-1 1-1 1-1 1-1
TOTAL CABLES 1-1 1-1 8-8 6-6 5-5 2-3 2-2 1-1
No. 10
I I S N S 2222222
G R O U N D 11211111
TOTAL CABLES 3 3 4 3 3 3 3 1
No. 8 LUMINAIRE 42222
VIDEO DETECTION CABLES 1 1 3 2211
E V P 114211
12-STRAND SMFO 1

CONDUIT SIZE
2" 4" 2-3" 4" 3" 3" 2 1
2"2 1
2"
PROPOSED CONDUIT FILL (%) 18% 7% 26% 22% 32% 19% 20% 9% CONDUCTOR SCHEDULE NOTES (THIS SHEET ONLY):

1. ALL CONDUITS ARE EXISTING UNLESS OTHERWISE NOTED.

2. ALL CONDUCTORS ARE NEW UNLESS OTHERWISE NOTED.
* NEW CONDUIT
7 8
6 5
4 3 2
1 *
GENERAL NOTES (THIS SHEET ONLY):

1. PROTECT ALL EXISTING PULL BOXES IN PLACE UNLESS OTHERWISE NOTED.

2. VIDEO DETECTION ZONES SHALL BE INSTALLED BY A NOTRAFFIC REPRESENTATIVE. ZONES SHOWN ARE ILLUSTRATIVE ONLY.

4. REMOVE EXISTING VIDEO DETECTION CAMERAS FROM MAST ARMS AND EXISTING VIDEO DETECTION

SYSTEM CABLES FROM CONDUITS, AND DISCONNECT AND REMOVE EXISTING VIDEO DETECTION SYSTEM EQUIPMENT FROM TRAFFIC SIGNAL CABINET.

5. ABANDON EXISTING TRAFFIC SIGNAL CONDUITS, REMOVE EXISTING CONDUCTORS TO MINIMIZE TRAFFIC SIGNAL DOWNTIME DURING SWITCHOVER TO NEW CONDUCTORS.
66 REFERENCEBENCH MARK

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252

LOUGHBOROUGH DR
R ST
N

EQUIPMENT SCHEDULE
POLE
No.

STANDARD MAST ARM

LUMINAIRE

VEHICLE SIGNAL

MOUNTING PED
SIGNAL

MOUNTING

APS PPB STREET NAME

SIGN SPECIAL REQUIREMENTS
TYPE HGT SIGNAL LUM. MAST
ARM POLE Ø ARROW QUAD.
1-b 10' -- - - tv-1-t sp-1-t -- - -
26-4-70 30' 40' 12' -
mas
mas sv-1-t sp-1-t -- - -

FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON
EXISTING MAST ARM.
1-b 10' -- - - tv-1-t sp-1-t -- - -
19-2-70 30' 25' 12' - mas sv-1-t sp-1-t -- - -

FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON
EXISTING MAST ARM.
1-b 10' -- - - tv-1-t sp-1-t -- - -
26-4-70 30' 40' 12' -
mas
mas sv-1-t sp-1-t -- - -

FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON
EXISTING MAST ARM.
1-b 10' -- - - tv-1-t sp-1-t -- - -
19-2-70 30' 25' 12' - mas sv-1-t sp-1-t -- - -

FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON
EXISTING MAST ARM.
140' TO

LIMIT LINE
140' TO

LIMIT LINE
230' TO

LIMIT LINE
14 21. LOUGHBOROUGH DR & R ST
SIGNAL MODIFICATION T-121" = 20'
PROJECT NOTES (THIS SHEET ONLY):

UPGRADE EXISTING CONTROLLER TO 2070 CONTROLLER (MCCAIN FLEX) REMOVE AND SALVAGE EXISTING CONTROLLER EQUIPMENT TO CITY CORP YARD.

UPDATED SIGNAL TIMING SHEET TO BE PROVIDED TO CONTRACTOR DURING CONSTRUCTION FOR CONTRACTOR TO IMPLEMENT.

FURNISH AND INSTALL NOTRAFFIC VIDEO DETECTION CAMERA ON MAST ARM PER CALTRANS STANDARD.

CONNECT NEW ROUTER TO THE NEW CONTROLLER USING CAT6E CABLE.

APPLY CITY-ISSUED ASSET TAGS TO CRADLEPOINT. PROVIDE INSTALLATION LOCATION TIED TO ASSET NUMBER IN DIGITAL SPREADSHEET.

GENERAL NOTES (THIS SHEET ONLY):

1. PROTECT ALL EXISTING PULL BOXES IN PLACE UNLESS OTHERWISE NOTED.

2. VIDEO DETECTION ZONES SHALL BE INSTALLED BY A NOTRAFFIC REPRESENTATIVE. ZONES SHOWN ARE ILLUSTRATIVE ONLY.

OWS AVE
7 F
2I4L
2I4L
Ø1 Ø4Ø4
EVB
E 3
D6
Ø2
Ø2
Ø4 C
5J9U
2I4U
EVC
Ø1
4 Ø5
EVA
F=18'4
Ø2
Ø6
Ø6

OLIVE AVE
G
8 1
9 Ø6
Ø8
H
Ø8
EVD
Ø8
A
B
3 Ø5
4I8U
J
I
2 5
4 3
CB
2"C,(FUTURE S.I.C)
2"C,2#6,2#10,2#10
7 7
7 7
6 6
6 6
6 6
6 6
6 8
6J4U
2"C
1I1U
2"C
DH
DH
2" C, 1DLC
6J4L
6J4L
2" C, 4DLC
2"C DH
2" C, 2DLC
DH
2"C
2" C, 2DLC
2" C, 1DLC 2" C, 4DLC
2"C
2"C
DH
DH

REFERENCEBENCH MARK

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252
15 T-13
N

22. OLIVE AVE & LOUGHBOROUGH DR 24. OLIVE AVE & MEADOWS AVE PROJECT NOTES (THIS SHEET ONLY):

UPGRADE EXISTING CONTROLLER TO 2070 CONTROLLER (MCCAIN FLEX) REMOVE AND SALVAGE EXISTING CONTROLLER EQUIPMENT TO CITY CORP YARD.

UPDATED SIGNAL TIMING SHEET TO BE PROVIDED TO CONTRACTOR DURING CONSTRUCTION FOR CONTRACTOR TO IMPLEMENT.

SIGNAL MODIFICATION PLANS
LOCATIONS 22, 24, AND 251" = 40'

ACCURATE FOR ELECTRICAL WORK ONLY

LOUGHBOROUGH DR

OLIVE AVE

MEADOWS AVE

OLIVE AVE

25. OLIVE AVE & R ST
N
R ST

OLIVE AVE
68 REFERENCEBENCH MARK

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252
N

AUSTIN AVE
300' TO

LIMIT LINE
16 23. OLIVE AVE & AUSTIN AVE
SIGNAL MODIFICATION T-141" = 20'
300' TO

LIMIT LINE

OLIVE AVE

ACCURATE FOR ELECTRICAL WORK ONLY
PROJECT NOTES (THIS SHEET ONLY):

UPGRADE EXISTING CONTROLLER TO 2070 CONTROLLER (MCCAIN FLEX) REMOVE AND SALVAGE EXISTING CONTROLLER EQUIPMENT TO CITY CORP YARD.

UPDATED SIGNAL TIMING SHEET TO BE PROVIDED TO CONTRACTOR DURING CONSTRUCTION FOR CONTRACTOR TO IMPLEMENT.

FURNISH AND INSTALL NOTRAFFIC VIDEO DETECTION CAMERA ON MAST ARM PER CALTRANS STANDARD.

GENERAL NOTES (THIS SHEET ONLY):

1. PROTECT ALL EXISTING PULL BOXES IN PLACE UNLESS OTHERWISE NOTED.

2. VIDEO DETECTION ZONES SHALL BE INSTALLED BY A NOTRAFFIC REPRESENTATIVE. ZONES SHOWN ARE ILLUSTRATIVE ONLY.

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252
N
200' TO

LIMIT LINE
200' TO

LIMIT LINE
17 26. OLIVE AVE & PARK AVE
SIGNAL MODIFICATION T-151" = 20'

ACCURATE FOR ELECTRICAL WORK ONLY
PROJECT NOTES (THIS SHEET ONLY):

UPGRADE EXISTING CONTROLLER TO 2070 CONTROLLER (MCCAIN FLEX) REMOVE AND SALVAGE EXISTING CONTROLLER EQUIPMENT TO CITY CORP YARD.

UPDATED SIGNAL TIMING SHEET TO BE PROVIDED TO CONTRACTOR DURING CONSTRUCTION FOR CONTRACTOR TO IMPLEMENT.

FURNISH AND INSTALL NOTRAFFIC VIDEO DETECTION CAMERA ON MAST ARM PER CALTRANS STANDARD.

CONNECT NEW ROUTER TO THE NEW CONTROLLER USING CAT6E CABLE.

APPLY CITY-ISSUED ASSET TAGS TO CRADLEPOINT. PROVIDE INSTALLATION LOCATION TIED TO ASSET NUMBER IN DIGITAL SPREADSHEET.

GENERAL NOTES (THIS SHEET ONLY):

1. PROTECT ALL EXISTING PULL BOXES IN PLACE UNLESS OTHERWISE NOTED.

2. VIDEO DETECTION ZONES SHALL BE INSTALLED BY A NOTRAFFIC REPRESENTATIVE. ZONES SHOWN ARE ILLUSTRATIVE ONLY.

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252
N
R ST

N BEAR CREEK DR
185' TO

LIMIT LINE
185' TO

LIMIT LINE
230' TO

LIMIT LINE
18 27. N BEAR CREEK DR & R ST
SIGNAL MODIFICATION T-161" = 20'

ACCURATE FOR ELECTRICAL WORK ONLY

PROJECT NOTES (THIS SHEET ONLY)
UPGRADE EXISTING CONTROLLER TO 2070 CONTROLLER (MCCAIN FLEX) REMOVE AND SALVAGE EXISTING CONTROLLER EQUIPMENT TO CITY CORP YARD.

UPDATED SIGNAL TIMING SHEET TO BE PROVIDED TO CONTRACTOR DURING CONSTRUCTION FOR CONTRACTOR TO IMPLEMENT.

FURNISH AND INSTALL NOTRAFFIC VIDEO DETECTION CAMERA ON MAST ARM PER CALTRANS STANDARD.

CONNECT NEW ROUTER TO THE NEW CONTROLLER USING CAT6E CABLE.

APPLY CITY-ISSUED ASSET TAGS TO CRADLEPOINT. PROVIDE INSTALLATION LOCATION TIED TO ASSET NUMBER IN DIGITAL SPREADSHEET.

GENERAL NOTES (THIS SHEET ONLY):

1. PROTECT ALL EXISTING PULL BOXES IN PLACE UNLESS OTHERWISE NOTED.

2. VIDEO DETECTION ZONES SHALL BE INSTALLED BY A NOTRAFFIC REPRESENTATIVE. ZONES SHOWN ARE ILLUSTRATIVE ONLY.

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252
19 T-17

28. 22ND & R ST 30. 18TH ST & R ST 32. 15TH & R ST

SIGNAL MODIFICATION PLANS
LOCATIONS 28, 30 AND 321" = 40'

ACCURATE FOR ELECTRICAL WORK ONLY
PROJECT NOTES (THIS SHEET ONLY):

UPGRADE EXISTING CONTROLLER TO 2070 CONTROLLER (MCCAIN FLEX) REMOVE AND SALVAGE EXISTING CONTROLLER EQUIPMENT TO CITY CORP YARD.

UPDATED SIGNAL TIMING SHEET TO BE PROVIDED TO CONTRACTOR DURING CONSTRUCTION FOR CONTRACTOR TO IMPLEMENT.

REPLACE EXISTING ADVANCED LOOP DETECTORS.

CONNECT NEW ROUTER TO THE NEW CONTROLLER USING CAT6E CABLE.

APPLY CITY-ISSUED ASSET TAGS TO CRADLEPOINT. PROVIDE INSTALLATION LOCATION TIED TO ASSET NUMBER IN DIGITAL SPREADSHEET.
15TH ST
N
N
R ST
22ND ST
R ST
18TH ST
R ST
N
72 REFERENCEBENCH MARK

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252
N

EQUIPMENT SCHEDULE
POLE
No.

STANDARD MAST ARM

LUMINAIRE

VEHICLE SIGNAL

MOUNTING PED
SIGNAL

MOUNTING

APS PPB STREET NAME

SIGN SPECIAL REQUIREMENTS
TYPE HGT SIGNAL LUM. MAST
ARM POLE Ø ARROW QUAD.
existing 30' - 12' - mas sv-1-t sp-1-t -- - -

FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON
EXISTING MAST ARM.
1-b 10' -- - - tv-1-t sp-1-t -- - -
existing 30' - 12' - mas sv-1-t sp-1-t -- - -

FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON
EXISTING MAST ARM.
1-b 10' -- - - tv-1-t sp-1-t -- - -
185' TO

LIMIT LINE
185' TO

LIMIT LINE
20 29. 2OTH ST & R ST
SIGNAL MODIFICATION T-181" = 20'
R ST
20TH ST
PROJECT NOTES (THIS SHEET ONLY):

UPGRADE EXISTING CONTROLLER TO 2070 CONTROLLER (MCCAIN FLEX) REMOVE AND SALVAGE EXISTING CONTROLLER EQUIPMENT TO CITY CORP YARD.

UPDATED SIGNAL TIMING SHEET TO BE PROVIDED TO CONTRACTOR DURING CONSTRUCTION FOR CONTRACTOR TO IMPLEMENT.

FURNISH AND INSTALL NOTRAFFIC VIDEO DETECTION CAMERA ON MAST ARM PER CALTRANS STANDARD.

CONNECT NEW ROUTER TO THE NEW CONTROLLER USING CAT6E CABLE.

APPLY CITY-ISSUED ASSET TAGS TO CRADLEPOINT. PROVIDE INSTALLATION LOCATION TIED TO ASSET NUMBER IN DIGITAL SPREADSHEET.

ACCURATE FOR ELECTRICAL WORK ONLY
GENERAL NOTES (THIS SHEET ONLY):

1. PROTECT ALL EXISTING PULL BOXES IN PLACE UNLESS OTHERWISE NOTED.

2. VIDEO DETECTION ZONES SHALL BE INSTALLED BY A NOTRAFFIC REPRESENTATIVE. ZONES SHOWN ARE ILLUSTRATIVE ONLY.

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252
N
R ST

EQUIPMENT SCHEDULE
POLE
No.

STANDARD MAST ARM

LUMINAIRE

VEHICLE SIGNAL

MOUNTING PED
SIGNAL

MOUNTING

APS PPB STREET NAME

SIGN SPECIAL REQUIREMENTS
TYPE HGT SIGNAL LUM. MAST
ARM POLE Ø ARROW QUAD.
1-b 10' -- - - tv-1-t sp-1-t -- - -
19-4-70 30' 30' 12' - mas sv-1-t -- - - -

FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON
EXISTING MAST ARM.
1-b 10' -- - - tv-1-t sp-1-t -- - -
19-4-70 30' 30' 12' - mas sv-1-t sp-1-t -- - -

FURNISH AND INSTALL NEW VIDEO DETECTION CAMERA ON
EXISTING MAST ARM.

MAIN ST
230' TO

LIMIT LINE
230' TO

LIMIT LINE
140' TO

LIMIT LINE
21 31. MAIN ST & R ST
SIGNAL MODIFICATION T-191" = 20'

ACCURATE FOR ELECTRICAL WORK ONLY
PROJECT NOTES (THIS SHEET ONLY):

UPGRADE EXISTING CONTROLLER TO 2070 CONTROLLER (MCCAIN FLEX) REMOVE AND SALVAGE EXISTING CONTROLLER EQUIPMENT TO CITY CORP YARD.

UPDATED SIGNAL TIMING SHEET TO BE PROVIDED TO CONTRACTOR DURING CONSTRUCTION FOR CONTRACTOR TO IMPLEMENT.

FURNISH AND INSTALL NOTRAFFIC VIDEO DETECTION CAMERA ON MAST ARM PER CALTRANS STANDARD.

CONNECT NEW ROUTER TO THE NEW CONTROLLER USING CAT6E CABLE.

APPLY CITY-ISSUED ASSET TAGS TO CRADLEPOINT. PROVIDE INSTALLATION LOCATION TIED TO ASSET NUMBER IN DIGITAL SPREADSHEET.

GENERAL NOTES (THIS SHEET ONLY):

1. PROTECT ALL EXISTING PULL BOXES IN PLACE UNLESS OTHERWISE NOTED.

2. VIDEO DETECTION ZONES SHALL BE INSTALLED BY A NOTRAFFIC REPRESENTATIVE. ZONES SHOWN ARE ILLUSTRATIVE ONLY.

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252
22 G ST AND OLIVE AVE SIGNALS
FIBER OPTIC LAYOUT FO-11" = 40'
G ST

MERCY AVE

CARDELLA RD
STREETLIGHT #C8410
(~800' SOUTH OF MERCY

AVE INTERSECTION)
M ST

LOUGHBOROUGH DR

OLIVE AVE

OLIVE AVE
N
R ST

MEADOWS AVEAUSTIN AVELOUGHBOROUGH DR

AUSTIN AVE

MEADOWS AVE R ST

G STREET CORRIDOR FIBER OPTIC PLAN

OLIVE AVENUE CORRIDOR FIBER OPTIC PLAN

COMMUNITY COLLEGE DR
N
PROJECT NOTES (THIS SHEET ONLY):

FURNISH AND INSTALL SPLICE CLOSURE IN FIBER OPTIC PULL BOX.

FURNISH AND INSTALL 12-STRAND SMFO BRANCH CABLE, PULL TAPE, TRACER WIRE AND THREE-CHAMBER FLEXIBLE INNERDUCT IN EXISTING CONDUIT.

NOT USED
FURNISH AND INSTALL 12-PORT FIBER TERMINATION PANEL, FIBER PIG TAILS, AND NEW ETHERNET SWITCH. TERMINATE ALL 12 FIBER STRANDS TO PANEL AND CONNECT TO NEW FIBER SWITCH. CONNECT NEW SWITCH TO CONTROLLER WITH CAT6E CABLE. - CISCO IE 3100 (IE-3100-8T2C-E NETWORK ESSENTIALS
- I-E3100 CISCO CATALYST CENTER ESSENTIONAL (UP TO 12 PORTS 1 YEAR TERM LICENSE (IE3100-DNA-E-L-1Y) - 2 CISCO SFP (GLC-LH-SM=)
- 1 CISCO 1GB SD CARD (SD-IE-1GB=)
- 19" DIN RAIL MOUNT KIT (STK-RACK-DINRAIL=)
- FIBER PATCH CABLES SC/APC TO LC 1 M SMF YELLOW DUPLEX CABLE

NOT USED

SPLICE NEW FIBER OPTIC CABLE(S) IN FIBER OPTIC PULL BOX SPLICE ENCLOSURE PER DETAILS ON SHEETS 24 TO 28.

PROTECT EXISTING CONDUITS AND FIBER IN PLACE.

NOT USED
REMOVE AND SALVAGE EXISTING 24-STRAND SMFO CABLE FROM EXISTING CONDUIT.

DISCONNECT FROM EXISTING PATCH PANELS IN EXISTING SIGNAL CABINETS.

NOT USED
FURNISH AND INSTALL 12-STRAND SMFO BRANCH CABLE, PULL TAPE, TRACER WIRE AND THREE-CHAMBER FLEXIBLE INNERDUCT IN NEW 4" HDPE CONDUIT.

M ST
GENERAL NOTES (THIS SHEET ONLY):

1. ALL BOXES SHALL BE TRAFFIC RATED.

2. ALL VAULTS SHALL BE GPS LOCATED USING RTK BASE STATION AND LOCATION DATA PROVIDED DIGITALLY.

3. ALL FIBER SPLICING AND TESTING (FLUKE) SHALL BE PERFORMED BY BICSI, FOA, CFOR, OR CFOS CERTIFIED PERSONNEL.

4. SWITCHES AND CRADLEPOINTS SHALL BE CONFIGURED BY CCNP CERTIFIED PERSONNEL.

5. 12-PORT FIBER TERMINATION PANELS MUST USE SC/APC CONNECTORS TO TERMINATE ALL STRANDS ON PANEL.

6. OTDR AND POWER TEST ALL FIBERS IN PROJECT AND PROVIDE DIGITAL REPORT WITH DETAILS OF RESULTS.

7. APPLY CITY-ISSUED ASSET TAGS TO SWITCHES. PROVIDE INSTALLATION LOCATION TIED TO ASSET NUMBER IN DIGITAL SPREADSHEET.

SEE SHEET 23 FOR FIBER

OPTIC LAYOUT DETAILS
75 23

M ST SIGNALS
FIBER OPTIC LAYOUT FO-21" = 40'
PROJECT NOTES (THIS SHEET ONLY):

NOT USED
FURNISH AND INSTALL 12-STRAND SMFO BRANCH CABLE, PULL TAPE, TRACER WIRE AND THREE-CHAMBER FLEXIBLE INNERDUCT IN EXISTING CONDUIT.

FURNISH AND INSTALL 12-PORT FIBER TERMINATION PANEL, FIBER PIG TAILS, AND NEW ETHERNET SWITCH. TERMINATE ALL 12 FIBER STRANDS TO PANEL AND CONNECT TO NEW FIBER SWITCH. CONNECT NEW SWITCH TO CONTROLLER WITH CAT6E CABLE.
- CISCO IE 3100 (IE-3100-8T2C-E NETWORK ESSENTIALS
- I-E3100 CISCO CATALYST CENTER ESSENTIONAL (UP TO 12 PORTS 1 YEAR TERM LICENSE (IE3100-DNA-E-L-1Y) - 2 CISCO SFP (GLC-LH-SM=)
- 1 CISCO 1GB SD CARD (SD-IE-1GB=)
- 19" DIN RAIL MOUNT KIT (STK-RACK-DINRAIL=)
- FIBER PATCH CABLES SC/APC TO LC 1 M SMF YELLOW DUPLEX CABLE SPLICE NEW FIBER OPTIC CABLE(S) IN FIBER OPTIC PULL BOX SPLICE ENCLOSURE PER DETAILS ON SHEETS 24 TO 28.

PROTECT EXISTING CONDUITS AND FIBER IN PLACE.

FURNISH, INSTALL, AND CONFIGURE 48-PORT CISCO SWITCH AT CITY HALL IDF ROOM. - C9300-48S-E
- C9300X-NM-8X
- PWR-C1-715WAC-P
- C9300-DNX-E-24S-3Y
- SMERTNET SUPPORT CON-SNTP-C930024E
- FIBER PATCH CABLES SC/APC TO LC 1 M SMF YELLOW DUPLEX CABLE

NOT USED
FURNISH AND INSTALL 12-PORT FIBER TERMINATION PANEL, FIBER PIG TAILS, AND NEW AGGREGATE ETHERNET SWITCH.

TERMINATE ALL 12 FIBER STRANDS TO PANEL AND CONNECT TO NEW FIBER SWITCH. CONNECT NEW SWITCH TO CONTROLLER WITH CAT6E CABLE.
- IE4010 WITH 12 GE SFP, 12GE COPPER POE+ AND 4GE SFP UPLINK PORTS (PART# IE-4010-16S12P) - CISCO CATALYST CENTER DNA ESSENTIALS LICENSE (PART# IE 4010-DNA-E-H) - POWER SUPPLY (PART# PWR-RGD-AC-DC-H)
- INSTALL 12 CISCO SFP (GLC-LH-SM=) AND 1 CISCO 1 GB SD CARD (SD-IE-1GB=)

REFERENCEBENCH MARK

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252
N
M ST

YOSEMITE AVE

COLLINS DR

LOUGHBOROUGH DR

OLIVE AVE

N BEAR CREEK DR
M ST
18TH ST

CITY HALL
MERCED
GENERAL NOTES (THIS SHEET ONLY):

1. ALL BOXES SHALL BE TRAFFIC RATED.

2. ALL VAULTS SHALL BE GPS LOCATED USING RTK BASE STATION AND LOCATION DATA PROVIDED DIGITALLY.

3. ALL FIBER SPLICING AND TESTING (FLUKE) SHALL BE PERFORMED BY BICSI, FOA, CFOR, OR CFOS CERTIFIED PERSONNEL.

4. SWITCHES AND CRADLEPOINTS SHALL BE CONFIGURED BY CCNP CERTIFIED PERSONNEL.

5. 12-PORT FIBER TERMINATION PANELS MUST USE SC/APC CONNECTORS TO TERMINATE ALL STRANDS ON PANEL.

6. OTDR AND POWER TEST ALL FIBERS IN PROJECT AND PROVIDE DIGITAL REPORT WITH DETAILS OF RESULTS.

7. APPLY CITY-ISSUED ASSET TAGS TO SWITCHES. PROVIDE INSTALLATION LOCATION TIED TO ASSET NUMBER IN DIGITAL SPREADSHEET.

OLIVE AVE

N BEAR CREEK DR

YOSEMITE AVE
SEE SHEET 22 FOR FIBER

OPTIC LAYOUT DETAILS
M ST
76 REFERENCEBENCH MARK

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252

EXISTING
144 SMFO

TRUNK CABLE TO BARCLAY WY
(CVIN)
BL
BL
123 4 5 6 789 10 11 12

PROPOSED FIBER PATCH PANEL
PROPOSED PIGTAIL (TYP.)

PROPOSED FIBER SPLICE TRAY
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ

EXISTING SPLICE CLOSURE

EXISTING FIBER OPTIC PULL BOX AT

MERCY AVE & G ST

EXISTING
144 SMFO

TRUNK CABLE
(CVIN)
123 4 5 6 789 10 11 12

PROPOSED FIBER PATCH PANEL
PROPOSED PIGTAIL (TYP.)

PROPOSED FIBER SPLICE TRAY
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ

EXISTING SPLICE CLOSURE

EXISTING FIBER OPTIC PULL BOX AT

CARDELLA RD & G ST

EXISTING
24 SMFO CABLE

TO CARDELLA RD

SIGNAL CABINET
(CITY TRAFFIC SIGNAL FIBER)
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL*
OR*
GR*
BR*
SL*
WT*
RD*
BK*
YL*
VL*
RS*
AQ*
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
BL
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ

EXISTING
144 SMFO

TRUNK CABLE
(CVIN)
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ

EXISTING SIGNAL CABINET AT

CARDELLA RD & G ST

EXISTING SIGNAL CABINET AT

MERCY AVE & G ST
MATCH LINE - SEE SHEET 26
BL
OR
BL
OR
24 FIBER SPLICING DIAGRAM 1
FS-1N/A
GENERAL NOTE (SHEETS 24 TO 28 ONLY):

1. SEVENTY TWO (72) HOURS PRIOR TO OPENING UP FIBER OPTIC CABLE, NOTIFICATIONS TO THE FOLLOWING EMAILS SHALL BE MADE:

1.a. [email protected]

1.b. [email protected]

1.c. [email protected]
77 EXISTING SPLICE CLOSURE

EXISTING FIBER OPTIC PULL BOX AT

YOSEMITE AVE & M ST
BL
BL
123 4 5 6 789 10 11 12

PROPOSED FIBER PATCH PANEL
PROPOSED PIGTAIL (TYP.)

PROPOSED FIBER SPLICE TRAY
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ

EXISTING
144 SMFO

TRUNK CABLE
(CVIN)
BL
BL
123 4 5 6 789 10 11 12

PROPOSED FIBER PATCH PANEL
PROPOSED PIGTAIL (TYP.)

PROPOSED FIBER SPLICE TRAY
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ

EXISTING SPLICE CLOSURE

EXISTING FIBER OPTIC PULL BOX AT

OLIVE AVE & M ST

EXISTING
144 SMFO

TRUNK CABLE
(CVIN)
123 4 5 6 789 10 11 12

PROPOSED FIBER PATCH PANEL
PROPOSED PIGTAIL (TYP.)

PROPOSED FIBER SPLICE TRAY
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ

EXISTING
144 SMFO

TRUNK CABLE
(CVIN)

EXISTING SIGNAL CABINET AT

LOUGHBOROUGH DR-COLLINS DR & M ST

EXISTING SIGNAL CABINET AT

YOSEMITE AVE & M ST

REFERENCEBENCH MARK

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252

EXISTING SIGNAL CABINET AT

OLIVE AVE & M ST

EXISTING
144 SMFO

TRUNK CABLE
(CVIN)
MATCH LINE - SEE SHEET 28
MATCH LINE - SEE SHEET 24

PROPOSED SPLICE CLOSURE

EXISTING FIBER OPTIC PULL BOX AT

LOUGHBOROUGH DR-COLLINS DR & M ST
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
25 FIBER SPLICING DIAGRAM 3
FS-3N/A

EXISTING
72 SMFO CABLE

TO LOUGHBOROUGH DR
(CITY TRAFFIC SIGNAL FIBER)
MATCH LINE - SEE SHEET 27
BL
OR
GR
BR
SL
WT
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
SL
WT
RD
BK
YL
VL
RS
AQ
SL
WT
RD
BK
YL
VL
RS
AQ
GENERAL NOTE (SHEETS 24 TO 28 ONLY):

1. SEVENTY TWO (72) HOURS PRIOR TO OPENING UP FIBER OPTIC CABLE, NOTIFICATIONS TO THE FOLLOWING EMAILS SHALL BE MADE:

1.a. [email protected]

1.b. [email protected]

1.c. [email protected]
78 REFERENCEBENCH MARK

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252
26 FIBER SPLICING DIAGRAM 4
FS-4N/A

PROPOSED SPLICE CLOSURE

EXISTING FIBER OPTIC PULL BOX AT

LOUGHBOROUGH DR & OLIVE AVE
1 23 4 5 67 8 9 10 11 12

PROPOSED FIBER PATCH PANEL
PROPOSED PIGTAIL (TYP.)

PROPOSED FIBER SPLICE TRAY
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ

EXISTING SIGNAL CABINET AT

LOUGHBOROUGH DR & OLIVE AVE

PROPOSED SPLICE CLOSURE
1 23 4 5 67 8 9 10 11 12

PROPOSED FIBER PATCH PANEL
PROPOSED PIGTAIL (TYP.)

PROPOSED FIBER SPLICE TRAY
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ

EXISTING SIGNAL CABINET AT

AUSTIN AVE & OLIVE AVE

EXISTING SPLICE CLOSURE
1 23 4 5 67 8 9 10 11 12

PROPOSED FIBER PATCH PANEL
PROPOSED PIGTAIL (TYP.)

PROPOSED FIBER SPLICE TRAY
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ

EXISTING SIGNAL CABINET AT

MEADOWS AVE & OLIVE AVE

PROPOSED SPLICE CLOSURE
1 23 4 5 67 8 9 10 11 12

PROPOSED FIBER PATCH PANEL
PROPOSED PIGTAIL (TYP.)

PROPOSED FIBER SPLICE TRAY
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ

EXISTING SIGNAL CABINET AT

R ST & OLIVE AVE
MATCH LINE - SEE SHEET 26
BL
OR
GR
BR
SL
WT
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
SL
WT
BL
OR
GR
BR
SL
WT
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
SL
WT
BL
OR
GR
BR
SL
WT
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
SL
WT
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
SL
WT

PROPOSED
72 SMFO CABLE
(CITY TRAFFIC SIGNAL FIBER)

EXISTING
72 SMFO CABLE
(CITY TRAFFIC SIGNAL FIBER)

EXISTING
72 SMFO CABLE
(CITY TRAFFIC SIGNAL FIBER)
GENERAL NOTE (SHEETS 24 TO 28 ONLY):

1. SEVENTY TWO (72) HOURS PRIOR TO OPENING UP FIBER OPTIC CABLE, NOTIFICATIONS TO THE FOLLOWING EMAILS SHALL BE MADE:

1.a. [email protected]

1.b. [email protected]

1.c. [email protected]

EXISTING FIBER OPTIC PULL BOX AT

AUSTIN AVE & OLIVE AVE

EXISTING FIBER OPTIC PULL BOX AT

MEADOWS AVE & OLIVE AVE

EXISTING FIBER OPTIC PULL BOX AT

R ST & OLIVE AVE
79 REFERENCEBENCH MARK

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CITY OF MERCED
CASE
DATE
SHEET __________ OF __________
DWG.

CITY ENGINEER

APPROVED BY
APP.BY
SCALE

REVISED

DESIGNED
NO.

CHECKED
DRAWN
DATE
R.SABINIANO
J. BHATTACHARYA
7/3/25

TRAFFIC SYNCHRONIZATION PROJECT
CP 220066
27 C.HIGBEEFINAL_REV
JBCH11/20/20252

BROWN BUFFER TUBE OF
EXISTING 144 SMFO

TRUNK CABLE (CVIN)
LEGEND

FIBER CONNECTION

EXISTING EQUIPMENT/CONNECTION

PROPOSED EQUIPMENT/CONNECTION

ETHERNET

SWITCH &

PATCH PANEL

FARMLAND AVE &
G ST

ETHERNET

SWITCH &

PATCH PANEL

BELLEVUE RD &
G ST

ETHERNET

SWITCH &

PATCH PANEL

FOOTHILL DR &
G ST

ETHERNET

SWITCH &

PATCH PANEL

CARDELLA RD &
G ST

ETHERNET

SWITCH &

PATCH PANEL

MERCY AVE &
G ST

ETHERNET

SWITCH &

PATCH PANEL

YOSEMITE AVE &
M ST

ETHERNET

SWITCH &

PATCH PANEL

LOUGHBOROUGH

DR-COLLINS DR &
M ST

ETHERNET

SWITCH &

PATCH PANEL

OLIVE AVE &
M ST

ETHERNET

SWITCH &

PATCH PANEL

N BEAR CREEK DR
& M ST

CITY OF MERCED

CITY HALL

IT IDF ROOM
27 FIBER SPLICING DIAGRAM 5
FS-5N/A
123 4 5 6 789 1 0 1 1 1 2

PROPOSED FIBER PATCH PANEL
PROPOSED PIGTAIL (TYP.)

PROPOSED FIBER SPLICE TRAY
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ
BL
OR
GR
BR
SL
WT
RD
BK
YL
VL
RS
AQ

EXISTING
144 SMFO

TRUNK CABLE
(CVIN)
MATCH LINE - SEE SHEET 26

EXISTING
144 SMFO

TRUNK CABLE
(CVIN)

EXISTING SIGNAL CABINET AT

N BEAR CREEK DR & M ST

EXISTING SPLICE CLOSURE

EXISTING FIBER OPTIC PULL BOX AT

N BEAR CREEK DR & M ST

ETHERNET

SWITCH &

PATCH PANEL

OLIVE AVE &
R ST

ETHERNET

SWITCH &

PATCH PANEL

OLIVE AVE &

MEADOWS AVE

ETHERNET

SWITCH &

PATCH PANEL

OLIVE AVE &

AUSTIN AVE

ETHERNET

SWITCH &

PATCH PANEL

OLIVE AVE &

LOUGHBOROUGH DR
GENERAL NOTE (SHEETS 24 TO 28 ONLY):

1. SEVENTY TWO (72) HOURS PRIOR TO OPENING UP FIBER OPTIC CABLE, NOTIFICATIONS TO THE FOLLOWING EMAILS SHALL BE MADE:

1.a. [email protected]

1.b. [email protected]

1.c. [email protected]

GREEN BUFFER TUBE OF
EXISTING 144 SMFO

TRUNK CABLE (CVIN)
80 EXHIBIT “C” - SPECIAL CONDITIONS

THIS PAGE INTENTIONALLY LEFT BLANK

81 82
83 EXHIBIT “F”- PAYMENT AND PERFORMANCE BONDS
Payment Bond (Labor and Materials).

KNOW ALL MEN BY THESE PRESENTS That
WHEREAS, the City of Merced (hereinafter designated as the “City”), by action taken or a resolution passed ___________________ , 20_____, has awarded to ________________________ hereinafter designated as the “Principal,” a contract for the work described as follows: Contract No.____________ (the “Project”); and WHEREAS, said Principal is required to furnish a bond in connection with said contract; providing that if said Principal or any of its Subcontractors shall fail to pay for any materials, provisions, provender, equipment, or other supplies used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Code or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of said Principal and its Subcontractors with respect to such work or labor the Surety on this bond will pay for the same to the extent hereinafter set forth.

NOW THEREFORE, we, the Principal and __________________________ as Surety, are held and firmly bound unto the City in the penal sum of ______________ Dollars ($___________) lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his or its subcontractors, heirs, executors, administrators, successors or assigns, shall fail to pay any of the persons named in Civil Code Section 9100, fail to pay for any materials, provi sions or other supplies, used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or amounts due under the Unemployment Insurance Code with respect to work or labor performed under the contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department or Franchise Tax Board from the wages of employees of the contractor and his subcontractors pursuant to Revenue and Taxation Code Section 18663, with respect to such work and labor the Surety or Sureties will pay for the same, in an amount not exceeding the sum herein above specified, and also, in case suit is brought upon this bond, all litigation expenses incurred by the City in such suit, i ncluding reasonable attorneys’ fees, court costs, expert witness fees and investigation expenses.

This bond shall inure to the benefit of any of the persons named in Civil Code Section 9100 so as to give a right of action to such persons or their assigns in any suit brought upon this bond.

It is further stipulated and agreed that the Surety on this bond shall not be exonerated or released from the obligation of this bond by any change, extension of time for performance, addition, alteration or modification in, to, or of any contract, plans, specifications, or agreement pertaining or relating to any scheme or work of improvement herein above described, or pertaining or relating to the furnishing of labor, materials, or equipment therefore, nor by any change or modification of any terms of paym ent or extension of the time for any payment pertaining or relating to any scheme or work of improvement herein above described, nor by any rescission or attempted 84 rescission or attempted rescission of the contract, agreement or bond, nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement or under the bond, nor by any fraud practiced by any person other than the claimant seeking to recover on the bond and that this bond be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is given, and under no circumstances shall Surety be released from liability to those for whose benefit such bond has been given, by reason of any breach of contract between the owner or City and original contractor or on the part of any obligee named in such bond, but the sole conditions of recovery shall be that claimant is a person described in Civil Code Section 9100, and has not been paid the full amount of his claim and that Surety does hereby waive notice of any such change, extension of time, addition, alteration or modific ation herein mentioned, including but not limited to the provisions of sections 2819 and 2845 of the California Civil Code.

By their signatures hereunder, Surety and Principal hereby confirm under penalty of perjury that surety is an admitted surety insurer authorized to do business in the State of California.

IN WITNESS WHEREOF, we have hereunto set our hands and seals this _______ day of ______________, 20__.
(Corporate Seal)
Contractor/ Principal
By

Title

(Corporate Seal)
Surety
By
Attorney-in-Fact
(Attach Attorney-in-Fact Certificate) Title

85 Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

STATE OF CALIFORNIA
COUNTY OF ______________
On , 20___, before me, _______________________________, Notary Public, personally

appeared , who proved to me on the basis of satisfactory

evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature of Notary Public

OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document.

CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT  Individual
 Corporate Officer

Title(s) Title or Type of Document
 Partner(s)
 Limited

 General Number of Pages
 Attorney-In-Fact
 Trustee(s)
 Guardian/Conservator Date of Document
 Other:

Signer is representing:

Name Of Person(s) Or Entity(ies)

Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for Contractor/Principal. 86 Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

STATE OF CALIFORNIA
COUNTY OF ______________
On , 20___, before me, _______________________________, Notary Public, personally

appeared , who proved to me on the basis of satisfactory

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature of Notary Public

CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT  Individual
 Corporate Officer

Title(s) Title or Type of Document
 Partner(s)
 Limited

 General Number of Pages
 Attorney-In-Fact
 Trustee(s)
 Guardian/Conservator Date of Document
 Other:

Signer is representing:

Name Of Person(s) Or Entity(ies)

Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for the Attorney-in-Fact. The Power-of-Attorney to local representatives of the bonding company must also be attached. 87 PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS:

THAT WHEREAS, the City of Merced, (hereinafter referred to as “City”) has awarded to _________________________, (hereinafter referred to as the “Contractor”) an agreement for Contract No._________, (hereinafter referred to as the “Project”).

WHEREAS, the work to be performed by the Contractor is more particularly set forth in the Contract Documents for the Project dated ________________, (hereinafter referred to as “Contract Documents”), the terms and conditions of which are expressly incorpor ated herein by reference; and
WHEREAS, the Contractor is required by said Contract Documents to perform the terms thereof and to furnish a bond for the faithful performance of said Contract Documents.

NOW, THEREFORE, we, ______________________, the undersigned Contractor and ________________________________________________ as Surety, a corporation organized and duly authorized to transact business under the laws of the State of California, are held and firmly bound unto the City in the sum of ___________________________ DOLLARS, ($____________), said sum being not less than one hundred percent (100%) of the total amount of the Contract, for which amount well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Contractor, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements i n the Contract Documents and any alteration thereof made as therein provided, on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill all obligations including the one (1) year guarantee of all materials and workmanship; and shall indemnify and save harmless the City, its officials, officers, employees, and authorized volunteers, as stipulated in said Contract Documents, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

As a part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees including reasonable attorney’s fees, incurred by City in enforcing such obligation.

As a condition precedent to the satisfactory completion of the Contract Documents, unless otherwise provided for in the Contract Documents, the above obligation shall hold good for a period of one (1) year after the acceptance of the work by City, during w hich time if Contractor shall fail to make full, complete, and satisfactory repair and replacements and totally protect the City from loss or damage resulting from or caused by defective materials or faulty workmanship.

The obligations of Surety hereunder shall continue so long as any obligation of Contractor remains. Nothing herein shall limit the City’s rights or the Contractor or Surety’s obligations under the Contract, law or equity, including, but not limited to, California Code of Civil Procedure Section 337.15.
88 Whenever Contractor shall be, and is declared by the City to be, in default under the Contract Documents, the Surety shall remedy the default pursuant to the Contract Documents, or shall promptly, at the City’s option:
• Take over and complete the Project in accordance with all terms and conditions in the Contract Documents; or
• Obtain a bid or bids for completing the Project in accordance with all terms and conditions in the Contract Documents and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a Contract between such bidder, the Surety and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract p rice” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents.
• Permit the City to complete the Project in any manner consistent with California law and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents.

Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Contractor.

Surety shall not utilize Contractor in completing the Project nor shall Surety accept a bid from Contractor for completion of the Project if the City, when declaring the Contractor in default, notifies Surety of the City’s objection to Contractor’s further participation in the completion of the Project.

The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project to be performed thereunder shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project.

By their signatures hereunder, Surety and Contractor hereby confirm under penalty of perjury that surety is an admitted surety insurer authorized to do business in the State of California. [REMAINDER OF PAGE LEFT INTENTIONALLY BLANK]

89 IN WITNESS WHEREOF, we have hereunto set our hands and seals this _______ day of ______________, 20___.
(Corporate Seal)
Contractor/ Principal
By

Title

(Corporate Seal)
Surety
By
Attorney-in-Fact
(Attach Attorney-in-Fact Certificate) Title

The rate of premium on this bond is ____________ per thousand. The total amount of premium charges is $_______________________________.
(The above must be filled in by corporate attorney.)

THIS IS A REQUIRED FORM
Any claims under this bond may be addressed to:
(Name and Address of Surety) ___________________________________________ ___________________________________________
___________________________________________
(Name and Address of Agent or ___________________________________________ Representative for service of ___________________________________________ process in California, if different ___________________________________________ from above)
(Telephone number of Surety ___________________________________________ and Agent or Representative for
service of process in California)

90 Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

STATE OF CALIFORNIA
COUNTY OF ______________
On , 20___, before me, _______________________________, Notary Public, personally

appeared , who proved to me on the basis of satisfactory

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature of Notary Public

CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT  Individual
 Corporate Officer

Title(s) Title or Type of Document
 Partner(s)
 Limited

 General Number of Pages
 Attorney-In-Fact
 Trustee(s)
 Guardian/Conservator Date of Document
 Other:

Signer is representing:

Name Of Person(s) Or Entity(ies)

Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for Contractor/Principal.

91 Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

STATE OF CALIFORNIA
COUNTY OF ______________
On , 20___, before me, _______________________________, Notary Public, personally

appeared , who proved to me on the basis of satisfactory

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature of Notary Public

CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT  Individual
 Corporate Officer

Title(s) Title or Type of Document
 Partner(s)
 Limited

 General Number of Pages
 Attorney-In-Fact
 Trustee(s)
 Guardian/Conservator Date of Document
 Other:

Signer is representing:

Name Of Person(s) Or Entity(ies)

Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for the Attorney-in-Fact. The Power-of Attorney to local representatives of the bonding company must also be attached.

92 EXHIBIT “G”-FEDERAL MINIMUM WAGE RATES

See the U.S. General Services Administration on the internet for the current wage rates at https://sam.gov/content/wage-determinations or contact the City of Merced Engineering Department for a hard copy.

SEE CURRENT FEDERAL WAGE DETERMINATIONS BELOW. WAGE
DETERMINATIONS WILL BE UPDATED ACCORDING TO THE FEDERAL 10 DAY RULE (29 CFR, Section 1.6(c)(2))

93 "General Decision Number: CA20260018 01/16/2026

Superseded General Decision Number: CA20250018

State: California

Construction Types: Building, Heavy (Heavy and Dredging) and Highway

Counties: Alameda, Calaveras, Contra Costa, Fresno, Kings, Madera, Mariposa, Merced, Monterey, San Benito, San Francisco, San Joaquin, San Mateo, Santa Clara, Santa Cruz, Stanislaus and Tuolumne Counties in California.

BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS

Modification Number Publication Date

0 01/02/2026

1 01/09/2026

2 01/16/2026

ASBE0016
-
004 05/01/2025

AREA 1: CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED,

MONTEREY, SAN BENITO, SAN JOAQUIN, SANTA CRUZ, STANISLAUS &

TOULMNE COUNTIES

AREA 2: ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO & SANTA

CLARA COUNTIES

Rates Fringes

Asbestos Removal
worker/hazardous material
handler (Includes
preparation, wetting,
stripping, removal,
scrapping, vacuuming, bagging
and disposing of all
insulation materials from
mechanical systems, whether
they contain asbestos or not)

Area 1......................$ 34.56 11.40

Area 2......................$ 44.73 12.75
----------------------------------------------------------------

ASBE0016
-
008 01/01/2024
94 AREA 1: ALAMEDA, CONTRA COSTA, MONTEREY, SAN BENITO, SAN

FRANCISCO, SAN MATEO, SANTA CLARA, & SANTA CRUZ

AREA 2: CALAVERAS, COLUSA, FRESNO, KINGS, MADERA, MARIPOSA,

MERCED, SAN JOAQUIN, STANISLAUS, & TUOLUMNE

Rates Fringes

Asbestos Workers/Insulator
(Includes the application of
all insulating materials,
Protective Coverings,
Coatings, and Finishes to all
types of mechanical systems)

Area 1......................$ 84.76 25.07

Area 2......................$ 64.56 25.07
----------------------------------------------------------------

BOIL0549
-
001 01/01/2021

AREA 1: ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO & SANTA

CLARA COUNTIES

AREA 2: REMAINING COUNTIES

Rates Fringes

BOILERMAKER

Area 1......................$ 49.62 41.27

Area 2......................$ 45.60 38.99
----------------------------------------------------------------

BRCA0003
-
001 08/01/2024

Rates Fringes

MARBLE FINISHER..................$ 42.06 19.80 ----------------------------------------------------------------

BRCA0003
-
003 08/01/2024

Rates Fringes

MARBLE MASON.....................$ 61.72 30.31 ----------------------------------------------------------------

BRCA0003
-
005 05/01/2024

Rates Fringes

BRICKLAYER

( 1) Fresno, Kings,

Madera, Mariposa, Merced....$ 51.17 25.80
95 ( 7) San Francisco, San

Mateo.......................$ 57.02 28.50

( 8) Alameda, Contra

Costa, San Benito, Santa

Clara.......................$ 56.94 26.28

( 9) Calaveras, San

Joaquin, Stanislaus,

Toulumne....................$ 52.76 25.01

(16) Monterey, Santa Cruz...$ 54.18 27.82
----------------------------------------------------------------

BRCA0003
-
008 07/01/2024

Rates Fringes

TERRAZZO FINISHER................$ 44.93 20.98 TERRAZZO WORKER/SETTER...........$ 60.58 29.79 ----------------------------------------------------------------

BRCA0003
-
011 04/01/2024

AREA 1: Alameda, Contra Costa, Monterey, San Benito, San Francisco, San Mateo, Santa Clara, Santa Cruz

AREA 2: Calaveras, San Joaquin, Stanislaus, Tuolumne

AREA 3: Fresno, Kings, Madera, Mariposa, Merced

Rates Fringes

TILE FINISHER

Area 1......................$ 37.75 19.28

Area 2......................$ 34.76 19.22

Area 3......................$ 32.68 18.32
Tile Layer

Area 1......................$ 59.92 22.62

Area 2......................$ 55.17 22.52

Area 3......................$ 50.28 22.05
----------------------------------------------------------------

CARP0022
-
001 07/01/2023

San Francisco County

Rates Fringes

Carpenters

Bridge Builder/Highway

Carpenter...................$ 60.39 33.52

Hardwood Floorlayer,

Shingler, Power Saw

Operator, Steel Scaffold &

Steel Shoring Erector, Saw

Filer.......................$ 60.54 33.52
96 Journeyman Carpenter........$ 60.39 33.52

Millwright..................$ 60.49 35.11
----------------------------------------------------------------

CARP0034
-
001 07/01/2021

Rates Fringes

Diver

Assistant Tender, ROV

Tender/Technician...........$ 54.10 34.69

Diver standby...............$ 60.51 34.69

Diver Tender................$ 59.51 34.69

Diver wet...................$ 103.62 34.69

Manifold Operator (mixed

gas)........................$ 64.51 34.69

Manifold Operator (Standby).$ 59.51 34.69

DEPTH PAY (Surface Diving):
050 to 100 ft $2.00 per foot
101 to 150 ft $3.00 per foot
151 to 220 ft $4.00 per foot
221 ft.
-
deeper $5.00 per foot

SATURATION DIVING:

The standby rate shall apply until saturation starts. The

saturation diving rate applies when divers are under

pressure continuously until work task and decompression are

complete. The diver rate shall be paid for all saturation

hours.

DIVING IN ENCLOSURES:

Where it is necessary for Divers to enter pipes or tunnels,

or other enclosures where there is no vertical ascent, the

following premium shall be paid: Distance traveled from

entrance 26 feet to 300 feet: $1.00 per foot. When it is

necessary for a diver to enter any pipe, tunnel or other

enclosure less than 48"" in height, the premium will be

$1.00 per foot.

WORK IN COMBINATION OF CLASSIFICATIONS:

Employees working in any combination of classifications

within the diving crew (except dive supervisor) in a shift

are paid in the classification with the highest rate for

that shift.

----------------------------------------------------------------

CARP0034
-
003 07/01/2021

Rates Fringes

Piledriver.......................$ 54.10 34.69 ---------------------------------------------------------------- 97 CARP0035
-
007 07/01/2020

AREA 1: Alameda, Contra Costa, San Francisco, San Mateo, Santa Clara counties

AREA 2: Monterey, San Benito, Santa Cruz Counties

AREA 3: Calaveras, Fresno, Kings, Madera, Mariposa, Merced, San Joaquin, Stanislaus, Tuolumne Counties

Rates Fringes

Modular Furniture Installer

Area 1

Installer..................$ 28.76 22.53

Lead Installer.............$ 32.21 23.03

Master Installer...........$ 36.43 23.03

Area 2

Installer..................$ 26.11 22.53

Lead Installer.............$ 29.08 23.03

Master Installer...........$ 32.71 23.03

Area 3

Installer..................$ 25.16 22.53

Lead Installer.............$ 27.96 23.03

Master Installer...........$ 31.38 23.03
----------------------------------------------------------------

CARP0035
-
008 08/01/2020

AREA 1: Alameda, Contra Costa, San Francisco, San Mateo, Santa Clara counties

AREA 2: Monterey, San Benito, Santa Cruz Counties

AREA 3: San Joaquin

AREA 4: Calaveras, Fresno, Kings, Madera, Mariposa, Merced, Stanislaus, Tuolumne Counties

Rates Fringes

Drywall Installers/Lathers:

Area 1......................$ 52.65 31.26

Area 2......................$ 46.77 31.26

Area 3......................$ 47.27 31.26

Area 4......................$ 45.92 31.26
Drywall Stocker/Scrapper

Area 1......................$ 26.33 18.22

Area 2......................$ 23.39 18.22

Area 3......................$ 23.64 18.22

Area 4......................$ 22.97 18.22
98 ----------------------------------------------------------------

CARP0152
-
001 07/01/2020

Contra Costa County

Rates Fringes

Carpenters

Bridge Builder/Highway

Carpenter...................$ 52.65 30.82

Hardwood Floorlayer,

Shingler, Power Saw

Operator, Steel Scaffold &

Steel Shoring Erector, Saw

Filer.......................$ 52.80 30.82

Journeyman Carpenter........$ 52.65 30.82

Millwright..................$ 52.75 32.41
----------------------------------------------------------------

CARP0152
-
002 07/01/2020

San Joaquin County

Rates Fringes

Carpenters

Bridge Builder/Highway

Carpenter...................$ 52.65 30.82

Hardwood Floorlayer,

Shingler, Power Saw

Operator, Steel Scaffold &

Steel Shoring Erector, Saw

Filer.......................$ 46.92 30.82

Journeyman Carpenter........$ 46.77 30.82

Millwright..................$ 49.27 32.41
----------------------------------------------------------------

CARP0152
-
004 07/01/2020

Calaveras, Mariposa, Merced, Stanislaus and Tuolumne Counties

Rates Fringes

Carpenters

Bridge Builder/Highway

Carpenter...................$ 52.65 30.82

Hardwood Floorlayer,

Shingler, Power Saw

Operator, Steel Scaffold &

Steel Shoring Erector, Saw

Filer.......................$ 45.57 30.82

Journeyman Carpenter........$ 45.42 30.82

Millwright..................$ 47.92 32.41
---------------------------------------------------------------- 99 CARP0217
-
001 07/01/2023

San Mateo County

Rates Fringes

Carpenters

Bridge Builder/Highway

Carpenter...................$ 60.39 33.52

Hardwood Floorlayer,

Shingler, Power Saw

Operator, Steel Scaffold &

Steel Shoring Erector, Saw

Filer.......................$ 60.54 33.52

Journeyman Carpenter........$ 60.39 33.52

Millwright..................$ 60.49 35.11
----------------------------------------------------------------

CARP0405
-
001 07/01/2021

Santa Clara County

Rates Fringes

Carpenters

Bridge Builder/Highway

Carpenter...................$ 54.85 31.49

Hardwood Floorlayer,

Shingler, Power Saw

Operator, Steel Scaffold &

Steel Shoring Erector, Saw

Filer.......................$ 55.00 31.49

Journeyman Carpenter........$ 54.85 31.49

Millwright..................$ 54.95 33.08
----------------------------------------------------------------

CARP0405
-
002 07/01/2021

San Benito County

Rates Fringes

Carpenters

Bridge Builder/Highway

Carpenter...................$ 54.85 31.49

Hardwood Floorlayer,

Shingler, Power Saw

Operator, Steel Scaffold &

Steel Shoring Erector, Saw

Filer.......................$ 49.12 31.49

Journeyman Carpenter........$ 48.97 31.49

Millwright..................$ 51.47 33.08
----------------------------------------------------------------

CARP0505
-
001 07/01/2021
100

Santa Cruz County

Rates Fringes

Carpenters

Bridge Builder/Highway

Carpenter...................$ 54.85 31.49

Hardwood Floorlayer,

Shingler, Power Saw

Operator, Steel Scaffold &

Steel Shoring Erector, Saw

Filer.......................$ 49.12 31.49

Journeyman Carpenter........$ 48.97 31.49

Millwright..................$ 51.47 33.08
----------------------------------------------------------------

CARP0605
-
001 07/01/2021

Monterey County

Rates Fringes

Carpenters

Bridge Builder/Highway

Carpenter...................$ 54.85 31.49

Hardwood Floorlayer,

Shingler, Power Saw

Operator, Steel Scaffold &

Steel Shoring Erector, Saw

Filer.......................$ 49.12 31.49

Journeyman Carpenter........$ 48.97 31.49

Millwright..................$ 51.47 33.08
----------------------------------------------------------------

CARP0701
-
001 07/01/2021

Fresno and Madera Counties

Rates Fringes

Carpenters

Bridge Builder/Highway

Carpenter...................$ 54.85 31.49

Hardwood Floorlayer,

Shingler, Power Saw

Operator, Steel Scaffold &

Steel Shoring Erector, Saw

Filer.......................$ 47.77 31.49

Journeyman Carpenter........$ 47.62 31.49

Millwright..................$ 50.12 33.08
----------------------------------------------------------------

CARP0713
-
001 07/01/2021

101

Alameda County

Rates Fringes

Carpenters

Bridge Builder/Highway

Carpenter...................$ 54.85 31.49

Hardwood Floorlayer,

Shingler, Power Saw

Operator, Steel Scaffold &

Steel Shoring Erector, Saw

Filer.......................$ 55.00 31.49

Journeyman Carpenter........$ 54.85 31.49

Millwright..................$ 54.95 33.08
----------------------------------------------------------------

CARP1109
-
001 07/01/2021

Kings County

Rates Fringes

Carpenters

Bridge Builder/Highway

Carpenter...................$ 54.85 31.49

Hardwood Floorlayer,

Shingler, Power Saw

Operator, Steel Scaffold &

Steel Shoring Erector, Saw

Filer.......................$ 47.77 31.49

Journeyman Carpenter........$ 47.62 31.49

Millwright..................$ 50.12 33.08
----------------------------------------------------------------

ELEC0006
-
004 12/01/2025

SAN FRANCISCO COUNTY

Rates Fringes

Sound & Communications

Installer...................$ 58.83 3%+29.75

Technician..................$ 67.65 3%+29.75

SCOPE OF WORK: Including any data system whose only function

is to transmit or receive information; excluding all other

data systems or multiple systems which include control

function or power supply; inclusion or exclusion of

terminations and testings of conductors determined by

their function;
excluding fire alarm work when installed

in raceways (including wire and cable pulling) and when

performed on new or major remodel building projects or

jobs for which the conductors for the fire alarm system are

installed in conduit; excluding installation of raceway 102

systems, line voltage work, industrial work, life
-
safety

systems (all buildings having floors located more than 75'

above the lowest floor level having building access);

excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways

(including wire and cable pulling), on projects which

involve new or major remodel building construction, for

which the conductors for the fire alarm system are

installed in the conduit, shall be performed by the inside

electrician.

----------------------------------------------------------------

ELEC0006
-
007 06/01/2024

SAN FRANCISCO COUNTY

Rates Fringes

ELECTRICIAN......................$ 91.25 3%+45.315 ----------------------------------------------------------------

ELEC0100
-
002 09/01/2025

FRESNO, KINGS, AND MADERA COUNTIES

Rates Fringes

ELECTRICIAN......................$ 50.00 30.15 ----------------------------------------------------------------

ELEC0100
-
005 12/01/2024

FRESNO, KINGS, MADERA

Rates Fringes

Communications System

Installer...................$ 45.28 28.01

Technician..................$ 52.07 28.21

SCOPE OF WORK

Includes the installation testing, service and maintenance,

of the following systems which utilize the transmission

and/or transference of voice, sound, vision and digital for

commercial, education, security and entertainment purposes

for the following: TV monitoring and surveillance,

background
-
foreground music, intercom and telephone

interconnect, inventory control systems, microwave

transmission, multi
-
media, multiplex, nurse call system,

radio page, school intercom and sound, burglar alarms, and

low voltage master clock systems.

A. SOUND AND VOICE TRANSMISSION/TRANSFERENCE SYSTEMS
103

Background foreground music, Intercom and telephone

interconnect systems, Telephone systems Nurse call systems,

Radio page systems, School intercom and sound systems,

Burglar alarm systems, Low voltage, master clock systems,

Multi
-
media/multiplex systems, Sound and musical

entertainment systems, RF systems, Antennas and Wave Guide,

B. FIRE ALARM SYSTEMS Installation, wire pulling and testing

C. TELEVISION AND VIDEO SYSTEMS Television monitoring and

surveillance systems Video security systems, Video

entertainment systems, Video educational systems, Microwave

transmission systems, CATV and CCTV

D. SECURITY SYSTEMS Perimeter security systems Vibration

sensor systems Card access systems Access control systems,

Sonar/infrared monitoring equipment

E. COMMUNICATIONS SYSTEMS THAT TRANSMIT OR RECEIVE

INFORMATION AND/OR CONTROL SYSTEMS THAT ARE INTRINSIC TO

THE ABOVE LISTED SYSTEMS SCADA (Supervisory Control and

Data Acquisition) PCM (Pulse Code Modulation) Inventory

Control Systems, Digital Data Systems Broadband and

Baseband and Carriers Point of Sale Systems, VSAT Data

Systems Data Communication Systems RF and Remote Control

Systems, Fiber Optic Data Systems

WORK EXCLUDED Raceway systems are not covered (excluding

Ladder
-
Rack for the purpose of the above listed systems).

Chases and/or nipples (not to exceed 10 feet) may be

installed on open wiring systems. Energy management

systems. SCADA (Supervisory Control and Data Acquisition)

when not intrinsic to the above listed systems (in the

scope). Fire alarm systems when installed in raceways

(including wire and cable pulling) shall be performed at

the electrician wage rate, when either of the following two

(2) conditions apply:

1. The project involves new or major remodel building trades

construction.

2. The conductors for the fire alarm system are installed in

conduit.

----------------------------------------------------------------

ELEC0234
-
001 12/30/2025

MONTEREY, SAN BENITO AND SANTA CRUZ COUNTIES

Rates Fringes

ELECTRICIAN

Zone A......................$ 70.41 33.76

Zone B......................$ 77.45 33.97
104

Zone A: All of Santa Cruz, Monterey, and San Benito Counties

within 25 air miles of Highway 1 and Dolan Road in Moss

Landing, and an area extending 5 miles east and west of

Highway 101 South to the San Luis Obispo County Line

Zone B: Any area outside of Zone A

----------------------------------------------------------------

ELEC0234
-
003 12/01/2021

MONTEREY, SAN BENITO, AND SANTA CRUZ COUNTIES

Rates Fringes

Sound & Communications

Installer...................$ 47.93 24.09

Technician..................$ 55.12 24.30

SCOPE OF WORK: Including any data system whose only function

is to transmit or receive information; excluding all other

data systems or multiple systems which include control

function or power supply; inclusion or exclusion of

terminations and testings of conductors determined by

their function; excluding fire alarm work when installed

in raceways (including wire and cable pulling) and when

performed on new or major remodel building projects or

jobs for which the conductors for the fire alarm system are

installed in conduit; excluding installation of raceway

systems, line voltage work, industrial work, life
-
safety

systems (all buildings having floors located more than 75'

above the lowest floor level having building access);

excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways

(including wire and cable pulling), on projects which

involve new or major remodel building construction, for

which the conductors for the fire alarm system are

installed in the conduit, shall be performed by the inside

electrician.

----------------------------------------------------------------

ELEC0302
-
001 03/01/2025

CONTRA COSTA COUNTY

Rates Fringes

CABLE SPLICER....................$ 74.54 36.09 ELECTRICIAN......................$ 66.26 35.84 ----------------------------------------------------------------

ELEC0302
-
003 12/01/2025
105

CONTRA COSTA COUNTY

Rates Fringes

Sound & Communications

Installer...................$ 53.08 3%+29.25

Technician..................$ 61.04 3%+29.25

SCOPE OF WORK: Including any data system whose only function

is to transmit or receive information;
excluding all other

data systems or multiple systems which include control

function or power supply; inclusion or exclusion of

terminations and testings of conductors determined by

their function; excluding fire alarm work when installed

in raceways (including wire and cable pulling) and when

performed on new or major remodel building projects or

jobs for which the conductors for the fire alarm system are

installed in conduit; excluding installation of raceway

systems, line voltage work, industrial work, life
-
safety

systems (all buildings having floors located more than 75'

above the lowest floor level having building access);

excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways

(including wire and cable pulling), on projects which

involve new or major remodel building construction, for

which the conductors for the fire alarm system are

installed in the conduit, shall be performed by the inside

electrician.

----------------------------------------------------------------

ELEC0332
-
001 06/01/2025

SANTA CLARA COUNTY

Rates Fringes

CABLE SPLICER....................$ 104.68 49.46 ELECTRICIAN......................$ 91.03 49.05

FOOTNOTES: Work under compressed air or where gas masks are

required, orwork on ladders, scaffolds, stacks, ""Bosun's

chairs,"" or other structures and where the workers are not

protected by permanent guard rails at a distance of 40 to

60 ft. from the ground or supporting structures: to be paid

one and one
-
half times the straight
-
time rate of pay.

Work on structures of 60 ft. or over (as described above):

to be paid twice the straight
-
time rate of pay.

----------------------------------------------------------------

ELEC0332
-
003 12/01/2025
106

SANTA CLARA COUNTY

Rates Fringes

Sound & Communications

Installer...................$ 58.33 31.00

Technician..................$ 67.08 31.26

SCOPE OF WORK: Including any data system whose only function

is to transmit or receive information;
excluding all other

data systems or multiple systems which include control

function or power supply; inclusion or exclusion of

terminations and testings of conductors determined by

their function; excluding fire alarm work
when installed

in raceways (including wire and cable pulling) and when

performed on new or major remodel building projects or

jobs for which the conductors for the fire alarm system are

installed in conduit; excluding installation of raceway

systems, line voltage work, industrial work, life
-
safety

systems (all buildings having floors located more than 75'

above the lowest floor level having building access);

excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways

(including wire and cable pulling), on projects which

involve new or major remodel building construction, for

which the conductors for the fire alarm system are

installed in the conduit, shall be performed by the inside

electrician.

----------------------------------------------------------------

ELEC0595
-
001 06/01/2025

ALAMEDA COUNTY

Rates Fringes

CABLE SPLICER....................$ 87.40 3%+46.79 ELECTRICIAN......................$ 76.00 3%+46.79 ----------------------------------------------------------------

ELEC0595
-
002 06/01/2024

CALAVERAS AND SAN JOAQUIN COUNTIES

Rates Fringes

CABLE SPLICER....................$ 59.34 3%+30.48

ELECTRICIAN

(1) Tunnel work.............$ 51.92 3%+30.48

(2) All other work.........$ 49.45 3%+30.48
---------------------------------------------------------------- 107

ELEC0595
-
006 12/01/2024

ALAMEDA COUNTY

Rates Fringes

Sound & Communications

Installer...................$ 56.68 3%+26.65

Technician..................$ 65.18 3%+26.65

SCOPE OF WORK: Including any data system whose only function

is to transmit or receive information; excluding all other

data systems or multiple systems which include control

function or power supply; inclusion or exclusion of

terminations and testings
of conductors determined by

their function; excluding fire alarm work when installed

in raceways (including wire and cable pulling) and when

performed on new or major remodel building projects or

jobs for which the conductors for the fire alarm system are

installed in conduit; excluding installation of raceway

systems, line voltage work, industrial work, life
-
safety

systems (all buildings having floors located more than 75'

above the lowest floor level having building access);

excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways

(including wire and cable pulling), on projects which

involve new or major remodel building construction, for

which the conductors for the fire alarm system are

installed in the conduit, shall be performed by the inside

electrician.

----------------------------------------------------------------

ELEC0595
-
008 12/01/2024

CALAVERAS AND SAN JOAQUIN COUNTIES

Rates Fringes

Communications System

Installer...................$ 45.28 3%+26.65

Technician..................$ 52.07 3%+26.65

SCOPE OF WORK: Including
any data system whose only function

is to transmit or receive information; excluding all other

data systems or multiple systems which include control

function or power supply; inclusion or exclusion of

terminations and testings of conductors determined by

their function; excluding fire alarm work when installed

in raceways (including wire and cable pulling) and when

performed on new or major remodel building projects or

jobs for which the conductors for the fire alarm system are 108

installed in conduit; excluding installation of raceway

systems, line voltage work, industrial work, life
-
safety

systems (all buildings having floors located more than 75'

above the lowest floor level having building access);

excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways

(including wire and cable pulling), on projects which

involve new or major remodel building construction, for

which the conductors for the fire alarm system are

installed in the conduit, shall be performed by the inside

electrician.

----------------------------------------------------------------

ELEC0617
-
001 06/01/2025

SAN MATEO COUNTY

Rates Fringes

ELECTRICIAN......................$ 86.00 51.07 ----------------------------------------------------------------

ELEC0617
-
003 12/01/2025

SAN MATEO COUNTY

Rates Fringes

Sound & Communications

Installer...................$ 58.33 31.00

Technician..................$ 67.08 31.26

SCOPE OF WORK: Including any data system whose only function

is to transmit or receive information; excluding all other

data systems or multiple systems which include control

function or power supply; inclusion or exclusion of

terminations and testings of conductors determined by

their function; excluding fire alarm work when installed

in raceways (including wire and cable pulling) and when

performed on new or major remodel building projects or

jobs for which the conductors for the fire alarm system are

installed in conduit; excluding installation of raceway

systems, line voltage work, industrial work, life
-
safety

systems (all buildings having floors located more than 75'

above the lowest floor level having building access);

excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways

(including wire and cable pulling), on projects which

involve new or major remodel building construction, for

which the conductors for the fire alarm system are

installed in the conduit, shall be performed by the inside 109

electrician.

----------------------------------------------------------------

ELEC0684
-
001 12/01/2024

MARIPOSA, MERCED, STANISLAUS AND TUOLUMNE COUNTIES

Rates Fringes

ELECTRICIAN......................$ 48.50 30.09

CABLE SPLICER = 110% of Journeyman Electrician
----------------------------------------------------------------

ELEC0684
-
004 12/01/2024

MARIPOSA, MERCED, STANISLAUS AND TUOLUMNE COUNTIES

Rates Fringes

Communications System

Installer...................$ 45.28 28.01

Technician..................$ 52.07 28.21

SCOPE OF WORK: Including any data system whose only function

is to transmit or receive information; excluding all other

data systems or multiple systems which include control

function or power supply; inclusion or exclusion of

terminations and testings of conductors determined by

their function; excluding fire alarm work when installed

in raceways (including wire and cable pulling) and when

performed on new or major remodel building projects or

jobs for which the conductors for the fire alarm system are

installed in conduit; excluding installation of raceway

systems, line voltage work, industrial work, life
-
safety

systems (all buildings having floors located more than 75'

above the lowest floor level having building access);

excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways

(including wire and cable pulling), on projects which

involve new or major remodel building construction, for

which the conductors for the fire alarm system are

installed in the conduit, shall be performed by the inside

electrician.

----------------------------------------------------------------

ELEC1245
-
001 01/01/2025

Rates Fringes

LINE CONSTRUCTION

(1) Lineman; Cable splicer..$ 70.16 24.71
110

(2) Equipment specialist

(operates crawler

tractors, commercial motor

vehicles, backhoes,

trenchers, cranes (50 tons

and below), overhead &

underground distribution

line equipment).............$ 53.30 22.26

(3) Groundman...............$ 40.76 21.76

(4) Powderman...............$ 51.87 18.79

HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day,

Independence Day, Labor Day, Veterans Day, Thanksgiving Day

and day after Thanksgiving, Christmas Day

----------------------------------------------------------------

ELEV0008
-
001 01/01/2025

Rates Fringes

ELEVATOR MECHANIC................$ 84.05 38.435+a+b

FOOTNOTE:

a. PAID VACATION: Employer contributes 8% of regular hourly

rate as vacation pay credit for employees with more than 5

years of service, and 6% for 6 months to 5 years of service.

b. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence

Day, Labor Day, Veterans' Day, Thanksgiving Day, Friday

after Thanksgiving, and Christmas Day.

----------------------------------------------------------------

ENGI0003
-
001 06/30/2025

""AREA 1"" WAGE RATES ARE LISTED BELOW

""AREA 2"" RECEIVES AN ADDITIONAL $2.00 PER HOUR ABOVE AREA 1 RATES.

SEE AREA DEFINITIONS BELOW

Rates Fringes

OPERATOR: Power Equipment
(AREA 1:)

GROUP 1.....................$ 66.96 32.53

GROUP 2.....................$ 65.43 32.53

GROUP 3.....................$ 63.95 32.53

GROUP 4.....................$ 62.57 32.53

GROUP 5.....................$ 61.30 32.53

GROUP 6.....................$ 59.98 32.53

GROUP 7.....................$ 58.84 32.53
111

GROUP 8.....................$ 57.70 32.53

GROUP 8
-
A...................$ 55.49 32.53
OPERATOR: Power Equipment
(Cranes and Attachments
-

AREA 1:)

GROUP 1

Cranes.....................$ 68.59 32.53

Oiler......................$ 43.79 31.15

Truck crane oiler..........$ 46.08 31.15

GROUP 2

Cranes.....................$ 66.08 32.53

Oiler......................$ 42.83 31.15

Truck crane oiler..........$ 45.07 31.15

GROUP 3

Cranes.....................$ 64.34 32.53

Hydraulic..................$ 59.98 32.53

Oiler......................$ 42.55 31.15

Truck crane oiler..........$ 44.83 31.15

GROUP 4

Cranes.....................$ 61.30 32.53
OPERATOR: Power Equipment
(Piledriving
-
AREA 1:)

GROUP 1

Lifting devices............$ 52.64 31.15

Oiler......................$ 43.38 31.15

Truck Crane Oiler..........$ 45.66 31.15

GROUP 2

Lifting devices............$ 50.82 31.15

Oiler......................$ 43.11 31.15

Truck Crane Oiler..........$ 45.41 31.15

GROUP 3

Lifting devices............$ 49.14 31.15

Oiler......................$ 42.89 31.15

Truck Crane Oiler..........$ 45.12 31.15

GROUP 4

Lifting devices............$ 47.37 31.15

GROUP 5

Lifting devices............$ 44.73 31.15

GROUP 6

Lifting devices............$ 42.50 31.15
OPERATOR: Power Equipment
(Steel Erection
-
AREA 1:)

GROUP 1

Cranes.....................$ 68.81 32.53

Oiler......................$ 43.72 31.15

Truck Crane Oiler..........$ 45.95 31.15

GROUP 2

Cranes.....................$ 67.04 32.53

Oiler......................$ 43.45 31.15

Truck Crane Oiler..........$ 45.73 31.15

GROUP 3

Cranes.....................$ 65.56 32.53
112

Hydraulic..................$ 45.07 31.15

Oiler......................$ 43.23 31.15

Truck Crane Oiler..........$ 45.46 31.15

GROUP 4

Cranes.....................$ 63.54 32.53

GROUP 5

Cranes.....................$ 62.24 32.53
OPERATOR: Power Equipment
(Tunnel and Underground Work
-
AREA 1:)

SHAFTS, STOPES, RAISES:

GROUP 1....................$ 63.06 32.53

GROUP 1
-
A..................$ 65.53 32.53

GROUP 2....................$ 61.80 32.53

GROUP 3....................$ 60.47 32.53

GROUP 4....................$ 59.33 32.53

GROUP 5....................$ 58.19 32.53

UNDERGROUND:

GROUP 1....................$ 62.96 32.53

GROUP 1
-
A..................$ 65.43 32.53

GROUP 2....................$ 61.70 32.53

GROUP 3....................$ 60.37 32.53

GROUP 4....................$ 59.23 32.53

GROUP 5....................$ 58.09 32.53

FOOTNOTE: Work suspended by ropes or cables, or work on a

Yo
-
Yo Cat: $.60 per hour additional.

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 1: Operator of helicopter (when used in erection work);

Hydraulic excavator, 7 cu. yds. and over; Power shovels,

over 7 cu. yds.

GROUP 2: Highline cableway; Hydraulic excavator, 3
-
1/2 cu.

yds. up to 7 cu. yds.; Licensed construction work boat

operator, on site; Power blade operator (finish); Power

shovels, over 1 cu. yd. up to and including 7 cu. yds.

m.r.c.

GROUP 3: Asphalt milling machine; Cable backhoe; Combination

backhoe and loader over 3/4 cu. yds.; Continuous flight tie

back machine assistant to engineer or mechanic; Crane

mounted continuous flight tie back machine, tonnage to

apply; Crane mounted drill attachment, tonnage to apply;

Dozer, slope brd; Gradall; Hydraulic excavator, up to 3 1/2

cu. yds.; Loader 4 cu. yds. and over; Long reach excavator;

Multiple engine scraper (when used as push pull); Power

shovels, up to and including 1 cu. yd.; Pre
-
stress wire

wrapping machine; Side boom cat, 572 or larger; Track

loader 4 cu. yds. and over; Wheel excavator (up to and
113

including 750 cu. yds. per hour)

GROUP 4: Asphalt plant engineer/box person; Chicago boom;

Combination backhoe and loader up to and including 3/4 cu.

yd.; Concrete batch plant (wet or dry); Dozer and/or push

cat; Pull
-
type elevating loader; Gradesetter, grade

checker (GPS, mechanical or otherwise); Grooving and

grinding machine; Heading shield operator; Heavy
-
duty

drilling equipment, Hughes, LDH, Watson 3000 or similar;

Heavy
-
duty repairperson and/or welder; Lime spreader;

Loader under 4 cu. yds.; Lubrication and service engineer

(mobile and grease rack); Mechanical finishers or spreader

machine (asphalt, Barber
-
Greene and similar); Miller

Formless M
-
9000 slope paver or similar; Portable crushing

and screening plants; Power blade support; Roller operator,

asphalt; Rubber
-
tired scraper, self
-
loading (paddle
-
wheels,

etc.); Rubber
-
tired earthmoving equipment (scrapers); Slip

form paver (concrete); Small tractor with drag; Soil

stabilizer (P & H or equal); Spider plow and spider puller;

Tubex pile rig; Unlicensed constuction work boat operator,

on site; Timber skidder; Track loader up to 4 yds.;

Tractor
-
drawn scraper; Tractor, compressor drill

combination; Welder; Woods
-
Mixer (and other similar Pugmill

equipment)

GROUP 5: Cast
-
in
-
place pipe laying machine; Combination

slusher and motor operator; Concrete conveyor or concrete

pump, truck or equipment mounted; Concrete conveyor,

building site; Concrete pump or pumpcrete gun; Drilling

equipment, Watson 2000, Texoma 700 or similar; Drilling and

boring machinery, horizontal (not to apply to waterliners,

wagon drills or jackhammers); Concrete mixer/all; Person

and/or material hoist; Mechanical finishers (concrete)

(Clary, Johnson, Bidwell Bridge Deck or similar types);

Mechanical burm, curb and/or curb and gutter machine,

concrete or asphalt); Mine or shaft hoist; Portable

crusher; Power jumbo operator (setting slip
-
forms, etc., in

tunnels); Screed (automatic or manual); Self
-
propelled

compactor with dozer; Tractor with boom D6 or smaller;

Trenching machine, maximum digging capacity over 5 ft.

depth; Vermeer T
-
600B rock cutter or similar

GROUP 6: Armor
-
Coater (or similar); Ballast jack tamper;

Boom
-
type backfilling machine; Assistant plant engineer;

Bridge and/or gantry crane; Chemical grouting machine,

truck
-
mounted; Chip spreading machine operator; Concrete

saw (self
-
propelled unit on streets, highways, airports and

canals); Deck engineer; Drilling equipment Texoma 600,

Hughes 200 Series or similar up to and including 30 ft.

m.r.c.; Drill doctor; Helicopter radio operator;

Hydro
-
hammer or similar; Line master; Skidsteer loader,

Bobcat larger than 743 series or similar (with
114

attachments); Locomotive; Lull hi
-
lift or similar; Oiler,

truck mounted equipment; Pavement breaker, truck
-
mounted,

with compressor combination; Paving fabric installation

and/or laying machine; Pipe bending machine (pipelines

only); Pipe wrapping machine (tractor propelled and

supported); Screed (except asphaltic concrete paving);

Self
-
propelled pipeline wrapping machine; Tractor;

Self
-
loading chipper; Concrete barrier moving machine

GROUP 7: Ballast regulator; Boom truck or dual
-
purpose

A
-
frame truck, non
-
rotating
-
under 15 tons; Cary lift or

similar; Combination slurry mixer and/or cleaner; Drilling

equipment, 20 ft. and under m.r.c.; Firetender (hot plant);

Grouting machine operator; Highline cableway signalperson;

Stationary belt loader (Kolman or similar); Lift slab

machine (Vagtborg and similar types); Maginnes internal

full slab vibrator; Material hoist (1 drum); Mechanical

trench shield; Pavement breaker with or without compressor

combination); Pipe cleaning machine (tractor propelled and

supported); Post driver; Roller (except asphalt); Chip

Seal; Self
-
propelled automatically applied concrete curing

mahcine (on streets, highways, airports and canals);

Self
-
propelled compactor (without dozer); Signalperson;

Slip
-
form pumps (lifting device for concrete forms); Tie

spacer; Tower mobile; Trenching machine, maximum digging

capacity up to and including 5 ft. depth; Truck
-
type loader

GROUP 8: Bit sharpener; Boiler tender; Box operator;

Brakeperson; Combination mixer and compressor

(shotcrete/gunite); Compressor operator; Deckhand; Fire

tender; Forklift (under 20 ft.); Generator;

Gunite/shotcrete equipment operator; Hydraulic monitor; Ken

seal machine (or similar); Mixermobile; Oiler; Pump

operator; Refrigeration plant; Reservoir
-
debris tug (self
-

propelled floating); Ross Carrier (construction site);

Rotomist operator; Self
-
propelled tape machine; Shuttlecar;

Self
-
propelled power sweeper operator (includes vacuum

sweeper); Slusher operator; Surface heater; Switchperson;

Tar pot firetender; Tugger hoist, single drum; Vacuum

cooling plant;
Welding machine (powered other than by

electricity)

GROUP 8
-
A: Elevator operator; Skidsteer loader
-
Bobcat 743

series or smaller, and similar (without attachments); Mini

excavator under 25 H.P. (backhoe
-
trencher); Tub grinder

wood chipper

----------------------------------------------------------

ALL CRANES AND ATTACHMENTS

GROUP 1: Clamshell and dragline over 7 cu. yds.; Crane, over 115

100 tons; Derrick, over 100 tons; Derrick barge

pedestal
-
mounted, over 100 tons; Self
-
propelled boom
-
type

lifting device, over 100 tons

GROUP 2: Clamshell and dragline over 1 cu. yd. up to and

including 7 cu. yds.; Crane, over 45 tons up to and

including 100 tons; Derrick barge, 100 tons and under;

Self
-
propelled boom
-
type lifting device, over 45 tons;

Tower crane

GROUP 3: Clamshell and dragline up to and including 1 cu.

yd.; Cranes 45 tons and under; Self
-
propelled boom
-
type

lifting device 45 tons and under;

GROUP 4: Boom Truck or dual purpose A
-
frame truck,

non
-
rotating over 15 tons; Truck
-
mounted rotating

telescopic boom type lifting device, Manitex or similar

(boom truck) over 15 tons; Truck
-
mounted rotating

telescopic boom type lifting device, Manitex or similar

(boom truck)
-
under 15 tons;

-----------------------------------------------------------

PILEDRIVERS

GROUP 1: Derrick barge pedestal mounted over 100 tons;

Clamshell over 7 cu. yds.; Self
-
propelled boom
-
type lifting

device over 100 tons; Truck crane or crawler, land or barge

mounted over 100 tons

GROUP 2: Derrick barge pedestal mounted 45 tons to and

including 100 tons; Clamshell up to and including 7 cu.

yds.; Self
-
propelled boom
-
type lifting device over 45 tons;

Truck crane or crawler, land or barge mounted, over 45 tons

up to and including 100 tons; Fundex F
-
12 hydraulic pile rig

GROUP 3: Derrick barge pedestal mounted under 45 tons; Self -

propelled boom
-
type lifting device 45 tons and under;

Skid/scow piledriver, any tonnage; Truck crane or crawler,

land or barge mounted 45 tons and under

GROUP 4: Assistant operator in lieu of assistant to engineer;

Forklift, 10 tons and over; Heavy
-
duty repairperson/welder

GROUP 5: Deck engineer

GROUP 6: Deckhand; Fire tender

-------------------------------------------------------------

STEEL ERECTORS

116

GROUP 1: Crane over 100 tons; Derrick over 100 tons; Self -

propelled boom
-
type lifting device over 100 tons

GROUP 2: Crane over 45 tons to 100 tons; Derrick under 100

tons; Self
-
propelled boom
-
type lifting device over 45 tons

to 100 tons; Tower crane

GROUP 3: Crane, 45 tons and under; Self
-
propelled boom
-
type

lifting device, 45 tons and under

GROUP 4: Chicago boom; Forklift, 10 tons and over; Heavy -
duty

repair person/welder

GROUP 5: Boom cat

--------------------------------------------------------------

TUNNEL AND UNDERGROUND WORK

GROUP 1
-
A: Tunnel bore machine operator, 20' diameter or more

GROUP 1: Heading shield operator; Heavy
-
duty repairperson;

Mucking machine (rubber tired, rail or track type); Raised

bore operator (tunnels); Tunnel mole bore operator

GROUP 2: Combination slusher and motor operator; Concrete

pump or pumpcrete gun; Power jumbo operator

GROUP 3: Drill doctor; Mine or shaft hoist

GROUP 4: Combination slurry mixer cleaner; Grouting Machine

operator; Motorman

GROUP 5: Bit Sharpener; Brakeman; Combination mixer and

compressor (gunite); Compressor operator; Oiler; Pump

operator; Slusher operator
-----------------------------------------------------------

AREA DESCRIPTIONS:

POWER EQUIPMENT OPERATORS, CRANES AND ATTACHMENTS,TUNNEL AND

UNDERGROUND [These areas do not apply to Piledrivers and

Steel Erectors]

AREA 1: ALAMEDA, CALAVERAS, CONTRA COSTA, FRESNO, KINGS,

MADERA, MARIPOSA, MERCED, MONTEREY, SAN BENITO, SAN

FRANCISCO, SAN JOAQUIN, SAN MATEO, SANTA CLARA, SANTA CRUZ,

STANISLAUS, TUOLUMNE
AREA 2
-

NOTED BELOW

117

THE REMAINING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2 AS

NOTED BELOW:

CALAVERAS COUNTY:

Area 1: Remainder
Area 2: Eastern Part

FRESNO COUNTY:

Area 1: Remainder
Area 2: Eastern Part

MADERA COUNTY:

Area 1: Remainder
Area 2: Eastern Part

MARIPOSA COUNTY:

Area 1: Remainder
Area 2: Eastern Part

MONTEREY COUNTY:

Area 1: Remainder
Area 2: Southwestern part

TUOLUMNE COUNTY:

Area 1: Remainder
Area 2: Eastern Part

----------------------------------------------------------------

ENGI0003
-
008 08/01/2024

Rates Fringes

Dredging: (DREDGING:

CLAMSHELL & DIPPER DREDGING;
HYDRAULIC SUCTION DREDGING:)

AREA 1:

(1) Leverman...............$ 60.61 39.55

(2) Dredge Dozer; Heavy

duty repairman.............$ 55.65 39.55

(3) Booster Pump

Operator; Deck

Engineer; Deck mate;

Dredge Tender; Winch

Operator...................$ 54.53 39.55

(4) Bargeman; Deckhand;

Fireman; Leveehand; Oiler..$ 51.23 39.55

AREA 2:

(1) Leverman...............$ 62.61 39.55

(2) Dredge Dozer; Heavy

duty repairman.............$ 57.65 39.55

(3) Booster Pump

Operator; Deck
118

Engineer; Deck mate;

Dredge Tender; Winch

Operator...................$ 56.53 39.55

(4) Bargeman; Deckhand;

Fireman; Leveehand; Oiler..$ 53.23 39.55

AREA DESCRIPTIONS

AREA 1: ALAMEDA,BUTTE
, CONTRA COSTA, KINGS, MARIN, MERCED,

NAPA, SACRAMENTO, SAN BENITO, SAN FRANCISCO, SAN JOAQUIN,

SAN MATEO, SANTA CLARA, SANTA CRUZ, SOLANO, STANISLAUS,

SUTTER, YOLO, AND YUBA COUNTIES

AREA 2: MODOC COUNTY

THE REMAINGING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2

AS NOTED BELOW:

ALPINE COUNTY:

Area 1: Northernmost part
Area 2: Remainder

CALAVERAS COUNTY:

Area 1: Remainder
Area 2: Eastern part

COLUSA COUNTY:

Area 1: Eastern part
Area 2: Remainder

ELDORADO COUNTY:

Area 1
: North Central part
Area 2: Remainder

FRESNO COUNTY:

Area 1: Remainder
Area 2: Eastern part

GLENN COUNTY:

Area 1: Eastern part
Area 2: Remainder

LASSEN COUNTY:

Area 1: Western part along the Southern portion of border

with Shasta County
Area 2: Remainder

MADERA COUNTY:

Area 1: Except Eastern part
Area 2: Eastern part

MARIPOSA COUNTY
119

Area 1: Except Eastern part
Area 2: Eastern part

MONTERREY COUNTY
Area 1: Except Southwestern part
Area 2: Southwestern part

NEVADA COUNTY:

Area 1: All but the Northern portion along the border of

Sierra County
Area 2: Remainder

PLACER COUNTY:

Area 1: Al but the Central portion
Area 2: Remainder

PLUMAS COUNTY:

Area 1: Western
portion
Area 2: Remainder

SHASTA COUNTY:

Area 1: All but the Northeastern corner
Area 2: Remainder

SIERRA COUNTY:

Area 1: Western part
Area 2: Remainder

SISKIYOU COUNTY:

Area 1: Central part
Area 2: Remainder

SONOMA COUNTY:

Area 1: All but the Northwestern corner
Area 2: Remainder

TEHAMA COUNTY:

Area 1: All but the Western border with Mendocino & Trinity

Counties
Area 2: Remainder

TRINITY COUNTY:

Area 1: East
Central part and the Northeastern border with

Shasta County
Area 2: Remainder

TUOLUMNE COUNTY:

Area 1: Except Eastern part
Area 2: Eastern part

----------------------------------------------------------------

ENGI0003
-
019 06/30/2025
120

SEE AREA DESCRIPTIONS BELOW

Rates Fringes

OPERATOR: Power Equipment
(LANDSCAPE WORK ONLY)

GROUP 1

AREA 1.....................$ 55.85 28.56

AREA 2.....................$ 57.85 28.56

GROUP 2

AREA 1.....................$ 52.25 28.56

AREA 2.....................$ 54.25 28.56

GROUP 3

AREA 1.....................$ 47.64 28.56

AREA 2.....................$ 49.64 28.56

GROUP DESCRIPTIONS:

GROUP 1: Landscape Finish Grade Operator: All finish grade

work regardless of equipment used, and all equipment with a

rating more than 65 HP.

GROUP 2: Landscape Operator up to 65 HP: All equipment with

a manufacturer's rating of 65 HP or less except equipment

covered by Group 1 or Group 3. The following equipment

shall be included except when used for finish work as long

as manufacturer's rating is 65 HP or less: A
-
Frame and

Winch Truck, Backhoe, Forklift, Hydragraphic Seeder

Machine, Roller, Rubber
-
Tired and Track Earthmoving

Equipment, Skiploader, Straw Blowers, and Trencher 31 HP up

to 65 HP.

GROUP 3: Landscae Utility Operator: Small Rubber
-
Tired

Tractor, Trencher Under 31 HP.

AREA DESCRIPTIONS:

AREA 1: ALAMEDA, BUTTE, CONTRA COSTA, KINGS, MARIN, MERCED,

NAPA, SACRAMENTO, SAN BENITO, SAN FRANCISCO, SAN JOAQUIN,

SAN MATEO, SANTA CLARA, SANTA CRUZ, SOLANO, STANISLAUS,

SUTTER, YOLO, AND YUBA COUNTIES

AREA 2
-

MODOC COUNTY

THE REMAINING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2 AS

NOTED BELOW:

ALPINE COUNTY:

Area 1: Northernmost part
Area 2: Remainder

121

CALAVERAS COUNTY:

Area 1: Except Eastern part
Area 2: Eastern part

COLUSA COUNTY:

Area 1: Eastern part
Area 2: Remainder

DEL NORTE COUNTY:

Area 1: Extreme Southwestern corner
Area 2: Remainder

ELDORADO COUNTY:

Area 1: North Central part
Area 2: Remainder

FRESNO COUNTY
Area 1: Except Eastern part
Area 2: Eastern part

GLENN COUNTY:

Area 1: Eastern part
Area 2: Remainder

HUMBOLDT COUNTY:

Area 1: Except Eastern and Southwestern parts
Area 2: Remainder

LAKE COUNTY:

Area 1: Southern part
Area 2: Remainder

LASSEN COUNTY:

Area 1: Western part along the Southern portion of border

with Shasta County
Area 2: Remainder

MADERA COUNTY
Area 1: Remainder
Area 2: Eastern part

MARIPOSA COUNTY
Area 1: Remainder
Area 2: Eastern part

MENDOCINO COUNTY:

Area 1: Central and Southeastern parts
Area 2: Remainder

MONTEREY COUNTY
Area 1: Remainder
Area 2: Southwestern part
122

NEVADA COUNTY:

Area 1: All but the Northern portion along the border of

Sierra County
Area 2: Remainder

PLACER COUNTY:

Area 1: All but the Central portion
Area 2: Remainder

PLUMAS COUNTY:

Area 1: Western portion
Area 2: Remainder

SHASTA COUNTY:

Area 1: All but the Northeastern corner
Area 2: Remainder

SIERRA COUNTY:

Area 1: Western part
Area 2: Remainder

SISKIYOU COUNTY:

Area 1: Central part
Area 2: Remainder

SONOMA COUNTY:

Area 1: All but the Northwestern corner
Area 2: Reaminder

TEHAMA COUNTY:

Area 1: All but the Western border with mendocino & Trinity

Counties
Area 2: Remainder

TRINITY COUNTY:

Area 1: East Central part and the Northeaster border with

Shasta County
Area 2: Remainder

TULARE COUNTY;
Area 1: Remainder
Area 2: Eastern part

TUOLUMNE COUNTY:

Area 1: Remainder
Area 2: Eastern Part

----------------------------------------------------------------

IRON0377
-
001 01/01/2025

ALAMEDA, CONTRA COSTA, SAN MATEO, SANTA CLARA COUNTIES
123

Rates Fringes

Ironworkers:

Fence Erector...............$ 45.78 26.51

Ornamental, Reinforcing

and Structural..............$ 55.33 35.15

PREMIUM PAY:

$6.00 additional per hour at the following locations:

China Lake Naval Test Station, Chocolate Mountains Naval Reserve
-
Niland,
Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center
-
Goldstone, San Clemente Island, San Nicholas Island,
Susanville Federal Prison, 29 Palms
-
Marine Corps, U.S. Marine
Base
-
Barstow, U.S. Naval Air Facility
-
Sealey, Vandenberg AFB

$4.00 additional per hour at the following locations:

Army Defense Language Institute
-
Monterey, Fallon Air Base,
Naval Post Graduate School
-
Monterey, Yermo Marine Corps
Logistics Center

$2.00 additional per hour at the following locations:

Port Hueneme, Port Mugu, U.S. Coast Guard Station
-
Two Rock

----------------------------------------------------------------

IRON0377
-
003 01/01/2025

SAN FRANCISCO CITY and COUNTY

Rates Fringes

Ironworkers:

Fence Erector...............$ 45.78 26.51

Ornamental, Reinforcing

and Structural..............$ 55.83 35.15

PREMIUM PAY:

$6.00 additional per hour at the following locations:

$4.00 additional per hour at the following locations:

Army Defense Language Institute
-
Monterey, Fallon Air Base,
Naval Post Graduate School
-
Monterey, Yermo Marine Corps
Logistics Center

$2.00 additional per hour at the following locations:

Port Hueneme, Port Mugu, U.S. Coast Guard Station
-
Two Rock

----------------------------------------------------------------

IRON0433
-
005 01/01/2025

REMAINING COUNTIES

Rates Fringes

IRONWORKER

Fence Erector...............$ 45.78 26.51

Ornamental, Reinforcing

and Structural..............$ 50.70 35.15

PREMIUM PAY:

$6.00 additional per hour at the following locations:

$4.00 additional per hour at the following locations:

Army Defense Language Institute
-
Monterey, Fallon Air Base,
Naval Post Graduate School
-
Monterey, Yermo Marine Corps
Logistics Center

$2.00 additional per hour at the following locations:

Port Hueneme, Port Mugu, U.S. Coast Guard Station
-
Two Rock

----------------------------------------------------------------

LABO0067
-
006 06/30/2025

AREA ""1""
-

ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO AND

SANTA CLARA COUNTIES

125

AREA ""2""
-

CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA,

MERCED, MONTEREY, SAN BENITO, SAN JOAQUIN, STANISLAUS, AND

TUOLUMNE COUNTIES

Rates Fringes

LABORER (ASBESTOS/MOLD/LEAD

LABORER)

Area 1......................$ 39.15 30.03

Area 2......................$ 38.15 30.03

ASBESTOS REMOVAL
-
SCOPE OF WORK: Site mobilization; initial

site clean
-
up; site preparation; removal of

asbestos
-
containing materials from walls and ceilings; or

from pipes, boilers and mechanical systems only if they are

being scrapped; encapsulation, enclosure and disposal of

asbestos
-
containing materials by hand or with equipment or

machinery; scaffolding; fabrication of temporary wooden

barriers; and assembly of decontamination stations.

----------------------------------------------------------------

LABO0073
-
002 07/01/2023

CALAVERAS AND SAN JOAQUIN COUNTIES

Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)

Escort Driver, Flag Person..$ 36.26 27.30

Traffic Control Person I....$ 36.56 27.30

Traffic Control Person II...$ 34.06 27.30

TRAFFIC CONTROL PERSON I: Layout of traffic control, crash

cushions, construction area and roadside signage.

TRAFFIC CONTROL PERSON II: Installation and removal of

temporary/permanent signs, markers, delineators and crash

cushions.

----------------------------------------------------------------

LABO0073
-
003 07/01/2023

SAN JOAQUIN COUNTY

Rates Fringes

LABORER

Mason Tender
-
Brick..........$ 36.29 25.55
----------------------------------------------------------------

LABO0073
-
005 06/26/2023
126

Rates Fringes

Tunnel and Shaft Laborers:

GROUP 1.....................$ 45.89 27.72

GROUP 2.....................$ 45.66 27.72

GROUP 3.....................$ 45.41 27.72

GROUP 4.....................$ 44.96 27.72

GROUP 5.....................$ 44.42 27.72

Shotcrete Specialist........$ 46.41 27.72

TUNNEL AND SHAFT CLASSIFICATIONS

GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete

nozzlemen

GROUP 2: Rodmen; Shaft work & raise (below actual or

excavated ground level)

GROUP 3: Bit grinder; Blaster, driller, powdermen, heading;

Cherry pickermen
-
where car is lifted; Concrete finisher

in tunnel; Concrete screedman; Grout pumpman and potman;

Gunite & shotcrete gunman & potman; Headermen; High

pressure nozzleman; Miner
-
tunnel, including top and

bottom man on shaft and raise work; Nipper; Nozzleman on

slick line; Sandblaster
-
potman, Robotic Shotcrete Placer,

Segment Erector, Tunnel Muck Hauler, Steel Form raiser and

setter; Timberman, retimberman (wood or steel or substitute

materials therefore); Tugger (for tunnel laborer work);

Cable tender; Chuck tender; Powderman
-
primer house

GROUP 4: Vibrator operator, pavement breaker; Bull gang -

muckers, trackmen; Concrete crew
-
includes rodding and

spreading, Dumpmen (any method)

GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman

----------------------------------------------------------------

LABO0073
-
007 06/26/2023

CALAVERAS AND SAN JOAQUIN COUNTIES

Rates Fringes

LABORER (CONSTRUCTION CRAFT

LABORERS)

Construction Specialist

Group.......................$ 36.20 27.30

GROUP 1.....................$ 35.50 27.30

GROUP 1
-
a...................$ 35.72 27.30

GROUP 1
-
c...................$ 35.55 27.30

GROUP 1
-
e...................$ 36.05 27.30
127

GROUP 1
-
f...................$ 30.37 23.20

GROUP 2.....................$ 35.35 27.30

GROUP 3.....................$ 35.25 27.30

GROUP 4.....................$ 28.94 27.30

See groups 1
-
b and 1
-
d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE

LABORERS)

(1) New Construction........$ 35.25 27.30

(2) Establishment Warranty

Period......................$ 28.94 27.30

LABORER (GUNITE)

GROUP 1.....................$ 36.46 27.30

GROUP 2.....................$ 35.96 27.30

GROUP 3.....................$ 35.37 27.30

GROUP 4.....................$ 35.25 27.30

LABORER (WRECKING)

GROUP 1.....................$ 35.50 27.30

GROUP 2.....................$ 35.35 27.30

FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging

scaffolds, belts shall receive $0.25 per hour above the

applicable wage rate. This shall not apply to workers

entitled to receive the wage rate set forth in Group 1
-
a

below.

---------------------------------------------------------

LABORER CLASSIFICATIONS

CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker;

Chainsaw; Laser beam in connection with laborers' work;

Cast
-
in
-
place manhole form setter; Pressure pipelayer;

Davis trencher
-
300 or similar type (and all small

trenchers); Blaster; Diamond driller; Multiple unit drill;

Hydraulic drill

GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker

and similar type tampers; Buggymobile; Caulker, bander,

pipewrapper, conduit layer, plastic pipelayer; Certified

hazardous waste worker including Leade Abatement;

Compactors of all types; Concrete and magnesite mixer, 1/2

yd. and under; Concrete pan work; Concrete sander; Concrete

saw; Cribber and/or shoring; Cut granite curb setter;

Dri
-
pak
-
it machine; Faller, logloader and bucker; Form

raiser, slip forms; Green cutter; Headerboard, Hubsetter,

aligner, by any method; High pressure blow pipe (1
-
1/2"" or

over, 100 lbs. pressure/over); Hydro seeder and similar

type; Jackhammer operator; Jacking of pipe over 12 inches;

Jackson and similar type compactor; Kettle tender, pot and 128

worker applying asphalt, lay
-
kold, creosote, lime, caustic

and similar type materials (applying means applying,

dipping or handling of such materials); Lagging, sheeting,

whaling, bracing, trenchjacking, lagging hammer; Magnesite,

epoxyresin, fiberglass, mastic worker (wet or dry); No

joint pipe and stripping of same, including repair of

voids; Pavement breaker and spader, including tool grinder;

Perma curb; Pipelayer (including grade checking in

connection with pipelaying); Precast
-
manhole setter;

Pressure pipe tester; Post hole digger, air, gas and

electric; Power broom sweeper; Power tampers of all types

(except as shown in Group 2); Ram set gun and stud gun;

Riprap stonepaver and rock
-
slinger, including placing of

sacked concrete and/or sand (wet or dry) and gabions and

similar type; Rotary scarifier or multiple head concrete

chipping scarifier; Roto and Ditch Witch; Rototiller;

Sandblaster, pot, gun, nozzle operators; Signalling and

rigging; Tank cleaner; Tree climber; Turbo blaster;

Vibrascreed, bull float in connection with laborers' work;

Vibrator; Hazardous waste worker (lead removal); Asbestos

and mold removal worker

GROUP 1
-
a: Joy drill model TWM
-
2A; Gardner
-
Denver model DH143

and similar type drills; Track driller; Jack leg driller;

Wagon driller; Mechanical drillers, all types regardless of

type or method of power; Mechanical pipe layers, all types

regardless of type or method of power; Blaster and powder;

All work of loading, placing and blasting of all powder and

explosives of whatever type regardless of method used for

such loading and placing; High scalers (including drilling

of same); Tree topper; Bit grinder

GROUP 1
-
b: Sewer cleaners shall receive $4.00 per day above

Group 1 wage rates. ""Sewer cleaner"" means any worker who

handles or comes in contact with raw sewage in small

diameter sewers. Those who work inside recently active,

large diameter sewers, and all recently active sewer

manholes shal receive $5.00 per day above Group 1 wage

rates.

GROUP 1
-
c: Burning and welding in connection with laborers'

work; Synthetic thermoplastics and similar type welding

GROUP 1
-
d: Maintenance and repair track and road beds. All

employees performing work covered herein shall receive $

.25 per hour above their regular rate for all work

performed on underground structures not specifically

covered herein. This paragraph shall not be construed to

apply to work below ground level in open cut. It shall

apply to cut and cover work of subway construction after

the temporary cover has been placed.

129

GROUP 1
-
e: Work on and/or in bell hole footings and shafts

thereof, and work on and in deep footings. (A deep footing

is a hole 15 feet or more in depth.) In the event the

depth of the footing is unknown at the commencement of

excavation, and the final depth exceeds 15 feet, the deep

footing wage rate would apply to all employees for each and

every day worked on or in the excavation of the footing

from the date of inception.

GROUP 1
-
f: Wire winding machine in connection with guniting

or shot crete

GROUP 2: Asphalt shoveler; Cement dumper and handling dry

cement or gypsum; Choke
-
setter and rigger (clearing work);

Concrete bucket dumper and chute; Concrete chipping and

grinding; Concrete laborer (wet or dry); Driller tender,

chuck tender, nipper; Guinea chaser (stake), grout crew;

High pressure nozzle, adductor; Hydraulic monitor (over 100

lbs. pressure); Loading and unloading, carrying and hauling

of all rods and materials for use in reinforcing concrete

construction; Pittsburgh chipper and similar type brush

shredders; Sloper; Single foot, hand
-
held, pneumatic

tamper; All pneumatic, air, gas and electric tools not

listed in Groups 1 through 1
-
f; Jacking of pipe
-
under 12

inches

GROUP 3: Construction laborers, including bridge and general

laborer; Dump, load spotter; Flag person; Fire watcher;

Fence erector; Guardrail erector; Gardener, horticultural

and landscape laborer; Jetting; Limber, brush loader and

piler; Pavement marker (button setter); Maintenance, repair

track and road beds; Streetcar and railroad construction

track laborer; Temporary air and water lines, Victaulic or

similar; Tool room attendant (jobsite only)

GROUP 4: Final clean
-
up work of debris, grounds and building

including but not limited to: street cleaner; cleaning and

washing windows; brick cleaner (jobsite only); material

cleaner (jobsite only). The classification ""material

cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be

salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or

temporary jobsite yard.

The material cleaner classification should not be used in

the performance of ""form stripping, cleaning and oiling

and moving to the next point of erection"".

--------------------------------------------------------

130

GUNITE LABORER CLASSIFICATIONS

GROUP 1: Structural Nozzleman

GROUP 2: Nozzleman, Gunman, Potman, Groundman

GROUP 3: Reboundman

GROUP 4: Gunite laborer

----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS

GROUP 1: Skilled wrecker (removing and salvaging of sash,

windows and materials)

GROUP 2: Semi
-
skilled wrecker (salvaging of other building

materials)

----------------------------------------------------------------

LABO0073
-
009 07/01/2023

CALAVERAS AND SAN JOAQUIN COUNTIES

Rates Fringes

LABORER (Plaster
Tender).........$ 39.77 28.54

Work on a swing stage scaffold: $1.00 per hour additional. ----------------------------------------------------------------

LABO0261
-
003 07/01/2023

SAN FRANCISCO AND SAN MATEO COUNTIES

Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)

Escort Driver, Flag Person..$ 37.26 27.30

Traffic Control Person I....$ 37.56 27.30

Traffic Control Person II...$ 35.06 27.30

TRAFFIC CONTROL PERSON I: Layout of traffic control, crash

cushions, construction area and roadside signage.

TRAFFIC CONTROL PERSON II: Installation and removal of

temporary/permanent signs, markers, delineators and crash

cushions.

----------------------------------------------------------------

LABO0261
-
005 06/26/2023
131

SAN FRANCISCO AND SAN MATEO COUNTIES

Rates Fringes

Tunnel and Shaft Laborers:

GROUP 1.....................$ 45.89 27.72

GROUP 2.....................$ 45.66 27.72

GROUP 3.....................$ 45.41 27.72

GROUP 4.....................$ 44.96 27.72

GROUP 5.....................$ 44.42 27.72

Shotcrete Specialist........$ 46.41 27.72

TUNNEL AND SHAFT CLASSIFICATIONS

GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete

nozzlemen

GROUP 2: Rodmen; Shaft work & raise (below actual or

excavated ground level)

GROUP 3: Bit grinder; Blaster, driller, powdermen, heading;

Cherry pickermen
-
where car is lifted; Concrete finisher

in tunnel; Concrete screedman; Grout pumpman and potman;

Gunite & shotcrete gunman & potman; Headermen; High

pressure nozzleman; Miner
-
tunnel, including top and

bottom man on shaft and raise work; Nipper; Nozzleman on

slick line; Sandblaster
-
potman, Robotic Shotcrete Placer,

Segment Erector, Tunnel Muck Hauler, Steel Form raiser and

setter; Timberman, retimberman (wood or steel or substitute

materials therefore); Tugger (for tunnel laborer work);

Cable tender; Chuck tender; Powderman
-
primer house

GROUP 4: Vibrator operator, pavement breaker; Bull gang -

muckers, trackmen; Concrete crew
-
includes rodding and

spreading, Dumpmen (any method)

GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman

----------------------------------------------------------------

LABO0261
-
009 06/26/2023

SAN FRANCISCO, AND SAN MATEO COUNTIES

Rates Fringes

LABORER (CONSTRUCTION CRAFT

LABORERS
-
AREA A:)

Construction Specialist

Group.......................$ 37.20 27.30

GROUP 1.....................$ 36.50 27.30

GROUP 1
-
a...................$ 36.72 27.30
132

GROUP 1
-
c...................$ 36.55 27.30

GROUP 1
-
e...................$ 37.05 27.30

GROUP 1
-
f...................$ 31.37 23.20

GROUP 2.....................$ 36.35 27.30

GROUP 3.....................$ 36.25 27.30

GROUP 4.....................$ 29.94 27.30

See groups 1
-
b and 1
-
d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE

LABORERS
-
AREA A:)

(1) New Construction........$ 36.25 27.30

(2) Establishment Warranty

Period......................$ 29.94 27.30

LABORER (WRECKING
-
AREA A:)

GROUP 1.....................$ 36.50 27.30

GROUP 2.....................$ 36.35 27.30
Laborers: (GUNITE
-
AREA A:)

GROUP 1.....................$ 37.46 27.30

GROUP 2.....................$ 36.96 27.30

GROUP 3.....................$ 36.37 27.30

GROUP 4.....................$ 36.25 27.30

FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging

scaffolds, belts shall receive $0.25 per hour above the

applicable wage rate. This shall not apply to workers

entitled to receive the wage rate set forth in Group 1
-
a

below.

---------------------------------------------------------

LABORER CLASSIFICATIONS

CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker;

Chainsaw; Laser beam in connection with laborers' work;

Cast
-
in
-
place manhole form setter; Pressure pipelayer;

Davis trencher
-
300 or similar type (and all small

trenchers); Blaster; Diamond driller; Multiple unit drill;

Hydraulic drill

GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker

and similar type tampers; Buggymobile; Caulker, bander,

pipewrapper, conduit layer, plastic pipelayer; Certified

hazardous waste worker including Leade Abatement;

Compactors of all types; Concrete and magnesite mixer, 1/2

yd. and under; Concrete pan work; Concrete sander; Concrete

saw; Cribber and/or shoring; Cut granite curb setter;

Dri
-
pak
-
it machine; Faller, logloader and bucker; Form

raiser, slip forms; Green cutter; Headerboard, Hubsetter,

aligner, by any method; High pressure blow pipe (1
-
1/2"" or

over, 100 lbs. pressure/over); Hydro seeder and similar 133

type; Jackhammer operator; Jacking of pipe over 12 inches;

Jackson and similar type compactor; Kettle tender, pot and

worker applying asphalt, lay
-
kold, creosote, lime, caustic

and similar type materials (applying means applying,

dipping or handling of such materials); Lagging, sheeting,

whaling, bracing, trenchjacking, lagging hammer; Magnesite,

epoxyresin, fiberglass, mastic worker (wet or dry); No

joint pipe and stripping of same, including repair of

voids; Pavement breaker and spader
, including tool grinder;

Perma curb; Pipelayer (including grade checking in

connection with pipelaying); Precast
-
manhole setter;

Pressure pipe tester; Post hole digger, air, gas and

electric; Power broom sweeper; Power tampers of all types

(except as shown in Group 2); Ram set gun and stud gun;

Riprap stonepaver and rock
-
slinger, including placing of

sacked concrete and/or sand (wet or dry) and gabions and

similar type; Rotary scarifier or multiple head concrete

chipping scarifier; Roto and Ditch Witch; Rototiller;

Sandblaster, pot, gun, nozzle operators; Signalling and

rigging; Tank cleaner; Tree climber; Turbo blaster;

Vibrascreed, bull float in connection with laborers' work;

Vibrator; Hazardous waste worker (lead removal); Asbestos

and mold removal worker

GROUP 1
-
a: Joy drill model TWM
-
2A; Gardner
-
Denver model DH143

and similar type drills; Track driller; Jack leg driller;

Wagon driller; Mechanical drillers, all types regardless of

type or method of power; Mechanical pipe layers, all types

regardless of type or method of power; Blaster and powder;

All work of loading, placing and blasting of all powder and

explosives of whatever type regardless of method used for

such loading and placing; High scalers (including drilling

of same); Tree topper; Bit grinder

GROUP 1
-
b: Sewer cleaners shall receive $4.00 per day above

Group 1 wage rates. ""Sewer cleaner"" means any worker who

handles or comes in contact with raw sewage in small

diameter sewers. Those who work inside recently active,

large diameter sewers, and all recently active sewer

manholes shal receive $5.00 per day above Group 1 wage

rates.

GROUP 1
-
c: Burning and welding in connection with laborers'

work; Synthetic thermoplastics and similar type welding

GROUP 1
-
d: Maintenance and repair track and road beds. All

employees performing work covered herein shall receive $

.25 per hour above their regular rate for all work

performed on underground structures not specifically

covered herein. This paragraph shall not be construed to

apply to work below ground level in open cut. It shall

apply to cut and cover work of subway construction after 134

the temporary cover has been placed.

GROUP 1
-
e: Work on and/or in bell hole footings and shafts

thereof, and work on and in deep footings. (A deep footing

is a hole 15 feet or more in depth.) In the event the

depth of the footing is unknown at the commencement of

excavation, and the final depth exceeds 15 feet, the deep

footing wage rate would apply to all employees for each and

every day worked on or in the excavation of the footing

from the date of inception.

GROUP 1
-
f: Wire winding machine in connection with guniting

or shot crete

GROUP 2: Asphalt shoveler; Cement dumper and handling dry

cement or gypsum; Choke
-
setter and rigger (clearing work);

Concrete bucket dumper and chute; Concrete chipping and

grinding; Concrete laborer (wet or dry); Driller tender,

chuck tender, nipper; Guinea chaser (stake), grout crew;

High pressure nozzle, adductor; Hydraulic monitor (over 100

lbs. pressure); Loading and unloading, carrying and hauling

of all rods and materials for use in reinforcing concrete

construction; Pittsburgh chipper and similar type brush

shredders; Sloper; Single foot, hand
-
held, pneumatic

tamper; All pneumatic, air, gas and electric tools not

listed in Groups 1 through 1
-
f; Jacking of pipe
-
under 12

inches

GROUP 3: Construction laborers, including bridge and general

laborer; Dump, load spotter; Flag person; Fire watcher;

Fence erector; Guardrail erector; Gardener, horticultural

and landscape laborer; Jetting; Limber, brush loader and

piler; Pavement marker (button setter); Maintenance, repair

track and road beds; Streetcar and railroad construction

track laborer; Temporary air and water lines, Victaulic or

similar; Tool room attendant (jobsite only)

GROUP 4: Final clean
-
up work of debris, grounds and building

including but not limited to: street cleaner; cleaning and

washing windows; brick cleaner (jobsite only); material

cleaner (jobsite only). The classification ""material

cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be

salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or

temporary jobsite yard.

The material cleaner classification should not be used in

the performance of ""form stripping, cleaning and oiling

and moving to the next point of erection"".

135

--------------------------------------------------------

GUNITE LABORER CLASSIFICATIONS

GROUP 1: Structural Nozzleman

GROUP 2: Nozzleman, Gunman, Potman, Groundman

GROUP 3: Reboundman

GROUP 4: Gunite laborer

----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS

GROUP 1: Skilled wrecker (removing and salvaging of sash,

windows and materials)

GROUP 2: Semi
-
skilled wrecker (salvaging of other building

materials)

----------------------------------------------------------------

LABO0261
-
011 07/01/2023

SAN FRANCISCO AND SAN MATEO COUNTIES:

Rates Fringes

MASON TENDER, BRICK..............$ 37.05 27.45

FOOTNOTES: Underground work such as sewers, manholes, catch

basins, sewer pipes, telephone conduits, tunnels and cut

trenches: $5.00 per day additional. Work in live sewage:

$2.50 per day additional.

----------------------------------------------------------------

LABO0261
-
014 07/01/2023

SAN FRANCISCO AND SAN MATEO COUNTIES:

Rates Fringes

PLASTER TENDER...................$ 41.93 30.32

Work on a swing stage scaffold: $1.00 per hour additional. ----------------------------------------------------------------

LABO0270
-
003 07/01/2023

AREA A: SANTA CLARA

AREA B: MONTEREY, SAN BENITO AND SANTA CRUZ COUNTIES
136

Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)

Escort Driver, Flag Person

Area A.....................$ 37.26 27.30

Area B.....................$ 36.26 27.30

Traffic Control Person I

Area A.....................$ 37.56 27.30

Area B.....................$ 36.56 27.30

Traffic Control Person II

Area A.....................$ 35.06 27.30

Area B.....................$ 34.06 27.30

TRAFFIC CONTROL PERSON I: Layout of traffic control, crash

cushions, construction area and roadside signage.

TRAFFIC CONTROL PERSON II: Installation and removal of

temporary/permanent signs, markers, delineators and crash

cushions.

----------------------------------------------------------------

LABO0270
-
004 06/26/2023

MONTEREY, SAN BENITO, SANTA CLARA, AND SANTA CRUZ COUNTIES

Rates Fringes

Tunnel and Shaft Laborers:

GROUP 1.....................$ 45.89 27.72

GROUP 2.....................$ 45.66 27.72

GROUP 3.....................$ 45.41 27.72

GROUP 4.....................$ 44.96 27.72

GROUP 5.....................$ 44.42 27.72

Shotcrete Specialist........$ 46.41 27.72

TUNNEL AND SHAFT CLASSIFICATIONS

GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete

nozzlemen

GROUP 2: Rodmen; Shaft work & raise (below actual or

excavated ground level)

GROUP 3: Bit grinder; Blaster, driller, powdermen, heading;

Cherry pickermen
-
where car is lifted;
Concrete finisher

in tunnel; Concrete screedman; Grout pumpman and potman;

Gunite & shotcrete gunman & potman; Headermen; High

pressure nozzleman; Miner
-
tunnel, including top and

bottom man on shaft and raise work; Nipper; Nozzleman on 137

slick line; Sandblaster
-
potman, Robotic Shotcrete Placer,

Segment Erector, Tunnel Muck Hauler, Steel Form raiser and

setter; Timberman, retimberman (wood or steel or substitute

materials therefore); Tugger (for tunnel laborer work);

Cable tender; Chuck tender; Powderman
-
primer house

GROUP 4: Vibrator operator, pavement breaker; Bull gang -

muckers, trackmen; Concrete crew
-
includes rodding and

spreading, Dumpmen (any method)

GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman

----------------------------------------------------------------

LABO0270
-
005 07/01/2023

MONTEREY AND SAN BENITO COUNTIES

Rates Fringes

LABORER

Mason Tender
-
Brick..........$ 36.29 25.55
----------------------------------------------------------------

LABO0270
-
007 06/26/2023

MONTEREY, SAN BENITO AND SANTA CRUZ COUNTIES

Rates Fringes

LABORER (CONSTRUCTION CRAFT

LABORERS
-

AREA B)

Construction Specialist

Group.......................$ 36.20 27.30

GROUP 1.....................$ 35.50 27.30

GROUP 1
-
a...................$ 35.72 27.30

GROUP 1
-
c...................$ 35.55 27.30

GROUP 1
-
e...................$ 36.05 27.30

GROUP 1
-
f...................$ 36.08 27.30

GROUP 2.....................$ 35.35 27.30

GROUP 3.....................$ 35.25 27.30

GROUP 4.....................$ 28.94 27.30

See groups 1
-
b and 1
-
d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE

LABORERS
-

AREA B)

(1) New Construction........$ 35.25 27.30

(2) Establishment Warranty

Period......................$ 28.94 27.30

LABORER (GUNITE
-

AREA B)

GROUP 1.....................$ 36.46 27.30

GROUP 2.....................$ 35.96 27.30

GROUP 3.....................$ 35.37 27.30

GROUP 4.....................$ 35.25 27.30
138

LABORER (WRECKING
-

AREA B)

GROUP 1.....................$ 35.50 27.30

GROUP 2.....................$ 35.35 27.30

FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging

scaffolds, belts shall receive $0.25 per hour above the

applicable wage rate. This shall not apply to workers

entitled to receive the wage rate set forth in Group 1
-
a

below.

---------------------------------------------------------

LABORER CLASSIFICATIONS

CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker;

Chainsaw; Laser beam in connection with laborers' work;

Cast
-
in
-
place manhole form setter; Pressure pipelayer;

Davis trencher
-
300 or similar type (and all small

trenchers); Blaster; Diamond driller; Multiple unit drill;

Hydraulic drill

GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker

and similar type tampers; Buggymobile; Caulker, bander,

pipewrapper, conduit layer, plastic pipelayer; Certified

hazardous waste worker including Leade Abatement;

Compactors of all types; Concrete and magnesite mixer, 1/2

yd. and under; Concrete pan work; Concrete sander; Concrete

saw; Cribber and/or shoring; Cut granite curb setter;

Dri
-
pak
-
it machine; Faller, logloader and bucker; Form

raiser, slip forms; Green cutter; Headerboard, Hubsetter,

aligner, by any method; High pressure blow pipe (1
-
1/2"" or

over, 100 lbs. pressure/over); Hydro seeder and similar

type; Jackhammer operator; Jacking of pipe over 12 inches;

Jackson and similar type compactor; Kettle tender, pot and

worker applying asphalt, lay
-
kold, creosote, lime, caustic

and similar type materials (applying means applying,

dipping or handling of such materials); Lagging, sheeting,

whaling, bracing, trenchjacking, lagging hammer; Magnesite,

epoxyresin, fiberglass, mastic worker (wet or dry); No

joint pipe and stripping of same, including repair of

voids; Pavement breaker and spader, including tool grinder;

Perma curb; Pipelayer (including grade checking in

connection with pipelaying); Precast
-
manhole setter;

Pressure pipe tester; Post hole digger, air, gas and

electric; Power broom sweeper; Power tampers of all types

(except as shown in Group 2); Ram set gun and stud gun;

Riprap stonepaver
and rock
-
slinger, including placing of

sacked concrete and/or sand (wet or dry) and gabions and

similar type; Rotary scarifier or multiple head concrete

chipping scarifier; Roto and Ditch Witch; Rototiller;
139

Sandblaster, pot, gun, nozzle operators; Signalling and

rigging; Tank cleaner; Tree climber; Turbo blaster;

Vibrascreed, bull float in connection with laborers' work;

Vibrator; Hazardous waste worker (lead removal); Asbestos

and mold removal worker

GROUP 1
-
a: Joy drill model TWM
-
2A; Gardner
-
Denver model DH143

and similar type drills; Track driller; Jack leg driller;

Wagon driller; Mechanical drillers, all types regardless of

type or method of power; Mechanical pipe layers, all types

regardless of type or method of power; Blaster and powder;

All work of loading, placing and blasting of all powder and

explosives of whatever type regardless of method used for

such loading and placing; High scalers (including drilling

of same); Tree topper; Bit grinder

GROUP 1
-
b: Sewer cleaners shall receive $4.00 per day above

Group 1 wage rates. ""Sewer cleaner"" means any worker who

handles or comes in contact with raw sewage in small

diameter sewers. Those who work inside recently active,

large diameter sewers, and all recently active sewer

manholes shal receive $5.00 per day above Group 1 wage

rates.

GROUP 1
-
c: Burning and welding in connection with laborers'

work; Synthetic thermoplastics and similar type welding

GROUP 1
-
d: Maintenance and repair track and road beds. All

employees performing work covered herein shall receive $

.25 per hour above their regular rate for all work

performed on underground structures not specifically

covered herein. This paragraph shall not be construed to

apply to work below ground level in open cut. It shall

apply to cut and cover work of subway construction after

the temporary cover has been placed.

GROUP 1
-
e: Work on and/or in bell hole footings and shafts

thereof, and work on and in deep footings. (A deep footing

is a hole 15 feet or more in depth.) In the event the

depth of the footing is unknown at the commencement of

excavation, and the final depth exceeds 15 feet, the deep

footing wage rate would apply to all employees for each and

every day worked on or in the excavation of the footing

from the date of inception.

GROUP 1
-
f: Wire winding machine in connection with guniting

or shot crete

GROUP 2: Asphalt shoveler; Cement dumper and handling dry

cement or gypsum; Choke
-
setter and rigger (clearing work);

Concrete bucket dumper and chute; Concrete chipping and

grinding; Concrete laborer (wet or dry); Driller tender, 140

chuck tender, nipper; Guinea chaser (stake), grout crew;

High pressure nozzle, adductor; Hydraulic monitor (over 100

lbs. pressure); Loading and unloading, carrying and hauling

of all rods and materials for use in reinforcing concrete

construction; Pittsburgh chipper and similar type brush

shredders; Sloper; Single foot, hand
-
held, pneumatic

tamper; All pneumatic, air, gas and electric tools not

listed in Groups 1 through 1
-
f; Jacking of pipe
-
under 12

inches

GROUP 3: Construction laborers, including bridge and general

laborer; Dump, load spotter; Flag person; Fire watcher;

Fence erector; Guardrail erector; Gardener, horticultural

and landscape laborer; Jetting; Limber, brush loader and

piler; Pavement marker (button setter); Maintenance, repair

track and road beds; Streetcar and railroad construction

track laborer; Temporary air and water lines, Victaulic or

similar; Tool room attendant (jobsite only)

GROUP 4: Final clean
-
up work of debris, grounds and building

including but not limited to: street cleaner; cleaning and

washing windows; brick cleaner (jobsite only); material

cleaner (jobsite only). The classification ""material

cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be

salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or

temporary jobsite yard.

The material cleaner classification should not be used in

the performance of ""form stripping, cleaning and oiling

and moving to the next point of erection"".

--------------------------------------------------------

GUNITE LABORER CLASSIFICATIONS

GROUP 1: Structural Nozzleman

GROUP 2: Nozzleman, Gunman, Potman, Groundman

GROUP 3: Reboundman

GROUP 4: Gunite laborer

----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS

GROUP 1: Skilled wrecker (removing and salvaging of sash,

windows and materials)
141

GROUP 2: Semi
-
skilled wrecker (salvaging of other building

materials)

----------------------------------------------------------------

LABO0270
-
010 06/26/2023

SANTA CLARA COUNTY

Rates Fringes

LABORER (CONSTRUCTION CRAFT

LABORERS
-
AREA A:)

Construction Specialist

Group.......................$ 37.20 27.30

GROUP 1.....................$ 36.50 27.30

GROUP 1
-
a...................$ 36.72 27.30

GROUP 1
-
c...................$ 36.55 27.30

GROUP 1
-
e...................$ 37.05 27.30

GROUP 1
-
f...................$ 37.08 27.30

GROUP 2.....................$ 36.35 27.30

GROUP 3.....................$ 36.25 27.30

GROUP 4.....................$ 29.94 27.30

See groups 1
-
b and 1
-
d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE

LABORERS
-
AREA A:)

(1) New Construction........$ 36.25 27.30

(2) Establishment Warranty

Period......................$ 29.94 27.30

LABORER (GUNITE
-
AREA A:)

GROUP 1.....................$ 37.46 27.30

GROUP 2.....................$ 36.96 27.30

GROUP 3.....................$ 36.37 27.30

GROUP 4.....................$ 36.25 27.30

LABORER (WRECKING
-
AREA A:)

GROUP 1.....................$ 36.50 27.30

GROUP 2.....................$ 36.35 27.30

FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging

scaffolds, belts shall receive $0.25 per hour above the

applicable wage rate. This shall not apply to workers

entitled to receive the wage rate set forth in Group 1
-
a

below.

---------------------------------------------------------

LABORER CLASSIFICATIONS

CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; 142

Chainsaw; Laser beam in connection with laborers' work;

Cast
-
in
-
place manhole form setter; Pressure pipelayer;

Davis trencher
-
300 or similar type (and all small

trenchers); Blaster; Diamond driller; Multiple unit drill;

Hydraulic drill

GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker

and similar type tampers; Buggymobile; Caulker, bander,

pipewrapper, conduit layer, plastic pipelayer; Certified

hazardous waste worker including Leade Abatement;

Compactors of all types; Concrete and magnesite mixer, 1/2

yd. and under; Concrete pan work; Concrete sander; Concrete

saw; Cribber and/or shoring; Cut granite curb setter;

Dri
-
pak
-
it machine; Faller, logloader and bucker; Form

raiser, slip forms; Green cutter; Headerboard, Hubsetter,

aligner, by any method; High pressure blow pipe (1
-
1/2"" or

over, 100 lbs. pressure/over); Hydro seeder and similar

type; Jackhammer operator; Jacking of pipe over 12 inches;

Jackson and similar type compactor; Kettle tender, pot and

worker applying asphalt, lay
-
kold, creosote, lime, caustic

and similar type materials (applying means applying,

dipping or handling of such materials); Lagging, sheeting,

whaling, bracing, trenchjacking, lagging hammer; Magnesite,

epoxyresin, fiberglass, mastic worker (wet or dry); No

joint pipe and stripping of same, including repair of

voids; Pavement breaker and spader, including tool grinder;

Perma curb; Pipelayer (including grade checking in

connection with pipelaying); Precast
-
manhole setter;

Pressure pipe tester; Post hole digger, air, gas and

electric; Power broom sweeper; Power tampers of all types

(except as shown in Group 2); Ram set gun and stud gun;

Riprap stonepaver and rock
-
slinger, including placing of

sacked concrete and/or sand (wet or dry) and gabions and

similar type; Rotary scarifier or multiple head concrete

chipping scarifier; Roto and Ditch Witch; Rototiller;

Sandblaster, pot, gun, nozzle operators; Signalling and

rigging; Tank cleaner; Tree climber; Turbo blaster;

Vibrascreed, bull float in connection with laborers' work;

Vibrator; Hazardous waste worker (lead removal); Asbestos

and mold removal worker

GROUP 1
-
a: Joy drill model TWM
-
2A; Gardner
-
Denver model DH143

and similar type drills; Track driller; Jack leg driller;

Wagon driller; Mechanical drillers, all types regardless of

type or method of power; Mechanical pipe layers, all types

regardless of type or method of power; Blaster and powder;

All work of loading, placing and blasting of all powder and

explosives of whatever type regardless of method used for

such loading and placing; High scalers (including drilling

of same); Tree topper; Bit grinder

GROUP 1
-
b: Sewer cleaners shall receive $4.00 per day above
143

Group 1 wage rates. ""Sewer cleaner"" means any worker who

handles or comes in contact with raw sewage in small

diameter sewers. Those who work inside recently active,

large diameter sewers, and all recently active sewer

manholes shal receive $5.00 per day above Group 1 wage

rates.

GROUP 1
-
c: Burning and welding in connection with laborers'

work; Synthetic thermoplastics and similar type welding

GROUP 1
-
d: Maintenance and repair track and road beds. All

employees performing work covered herein shall receive $

.25 per hour above their regular rate for all work

performed on underground structures not specifically

covered herein. This paragraph shall not be construed to

apply to work below ground level in open cut. It shall

apply to cut and cover work of subway construction after

the temporary cover has been placed.

GROUP 1
-
e: Work on and/or in bell hole footings and shafts

thereof, and work on and in deep footings. (A deep footing

is a hole 15 feet or more in depth.) In the event the

depth of the footing is unknown at the commencement of

excavation, and the final depth exceeds 15 feet, the deep

footing wage rate would apply to all employees for each and

every day worked on or in the excavation of the footing

from the date of inception.

GROUP 1
-
f: Wire winding machine in connection with guniting

or shot crete

GROUP 2: Asphalt shoveler; Cement dumper and handling dry

cement or gypsum; Choke
-
setter and rigger (clearing work);

Concrete bucket dumper and chute; Concrete chipping and

grinding; Concrete laborer (wet or dry); Driller tender,

chuck tender, nipper; Guinea chaser (stake), grout crew;

High pressure nozzle, adductor; Hydraulic monitor (over 100

lbs. pressure); Loading and unloading, carrying and hauling

of all rods and materials for use in reinforcing concrete

construction; Pittsburgh chipper and similar type brush

shredders; Sloper; Single foot, hand
-
held, pneumatic

tamper; All pneumatic, air, gas and electric tools not

listed in Groups 1 through 1
-
f; Jacking of pipe
-
under 12

inches

GROUP 3: Construction laborers, including bridge and general

laborer; Dump, load spotter; Flag person; Fire watcher;

Fence erector; Guardrail erector; Gardener, horticultural

and landscape laborer; Jetting; Limber, brush loader and

piler; Pavement marker (button setter); Maintenance, repair

track and road beds; Streetcar and railroad construction

track laborer; Temporary air and water lines, Victaulic or 144

similar; Tool room attendant (jobsite only)

GROUP 4: Final clean
-
up work of debris, grounds and building

including but not limited to: street cleaner; cleaning and

washing windows; brick cleaner (jobsite only); material

cleaner (jobsite only). The classification ""material

cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be

salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or

temporary jobsite yard.

The material cleaner classification should not be used in

the performance of ""form stripping, cleaning and oiling

and moving to the next point of erection"".

--------------------------------------------------------

GUNITE LABORER CLASSIFICATIONS

GROUP 1: Structural Nozzleman

GROUP 2: Nozzleman, Gunman, Potman, Groundman

GROUP 3: Reboundman

GROUP 4: Gunite laborer

----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS

GROUP 1: Skilled wrecker (removing and salvaging of sash,

windows and materials)

GROUP 2: Semi
-
skilled wrecker (salvaging of other building

materials)

----------------------------------------------------------------

LABO0270
-
011 07/01/2023

MONTEREY, SAN BENITO, SANTA CRUZ, SANTA CLARA COUNTIES

Rates Fringes

LABORER (Plaster Tender).........$ 40.68 29.68

Work on a swing stage scaffold: $1.00 per hour additional. ----------------------------------------------------------------

LABO0294
-
001 07/01/2023

145

FRESNO, KINGS AND MADERA COUNTIES

Rates Fringes

LABORER (Brick)

Mason Tender
-
Brick..........$ 36.29 25.55
----------------------------------------------------------------

LABO0294
-
002 07/01/2023

FRESNO, KINGS, AND MADERA COUNTIES

Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)

Escort Driver, Flag Person..$ 36.26 27.30

Traffic Control Person I....$ 36.56 27.30

Traffic Control Person II...$ 34.06 27.30

TRAFFIC CONTROL PERSON I: Layout of traffic control, crash

cushions, construction area and roadside signage.

TRAFFIC CONTROL PERSON II: Installation and removal of

temporary/permanent signs, markers, delineators and crash

cushions.

----------------------------------------------------------------

LABO0294
-
005 06/26/2023

FRESNO, KINGS, AND MADERA COUNTIES

Rates Fringes

Tunnel and Shaft Laborers:

GROUP 1.....................$ 45.89 27.72

GROUP 2.....................$ 45.66 27.72

GROUP 3.....................$ 45.41 27.72

GROUP 4.....................$ 44.96 27.72

GROUP 5.....................$ 44.42 27.72

Shotcrete Specialist........$ 46.41 27.72

TUNNEL AND SHAFT CLASSIFICATIONS

GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete

nozzlemen

GROUP 2: Rodmen; Shaft work & raise (below actual or

excavated ground level)

GROUP 3: Bit grinder; Blaster, driller, powdermen, heading;

Cherry pickermen
-
where car is lifted; Concrete finisher

in tunnel; Concrete screedman; Grout pumpman and potman; 146

Gunite & shotcrete gunman & potman; Headermen; High

pressure nozzleman; Miner
-
tunnel, including top and

bottom man on shaft and raise work; Nipper; Nozzleman on

slick line; Sandblaster
-
potman, Robotic Shotcrete Placer,

Segment Erector, Tunnel Muck Hauler, Steel Form raiser and

setter; Timberman, retimberman (wood or steel or substitute

materials therefore); Tugger (for tunnel laborer work);

Cable tender; Chuck tender; Powderman
-
primer house

GROUP 4: Vibrator operator, pavement breaker; Bull gang -

muckers, trackmen; Concrete crew
-
includes rodding and

spreading, Dumpmen (any method)

GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman

----------------------------------------------------------------

LABO0294
-
008 06/26/2023

FRESNO, KINGS, AND MADERA COUNTIES

Rates Fringes

LABORER (CONSTRUCTION CRAFT

LABORERS
-
AREA B:)

Construction Specialist

Group.......................$ 36.20 27.30

GROUP 1.....................$ 35.50 27.30

GROUP 1
-
a...................$ 35.72 27.30

GROUP 1
-
c...................$ 35.55 27.30

GROUP 1
-
e...................$ 36.05 27.30

GROUP 1
-
f...................$ 36.08 27.30

GROUP 2.....................$ 35.35 27.30

GROUP 3.....................$ 35.25 27.30

GROUP 4.....................$ 28.94 27.30

See groups 1
-
b and 1
-
d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE

LABORERS
-
AREA B:)

(1) New Construction........$ 35.25 27.30

(2) Establishment Warranty

Period......................$ 28.94 27.30

LABORER (GUNITE
-
AREA B:)

GROUP 1.....................$ 36.46 27.30

GROUP 2.....................$ 35.96 27.30

GROUP 3.....................$ 35.37 27.30

GROUP 4.....................$ 35.25 27.30

LABORER (WRECKING
-
AREA B:)

GROUP 1.....................$ 35.50 27.30

GROUP 2.....................$ 35.35 27.30

FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging 147

scaffolds, belts shall receive $0.25 per hour above the

applicable wage rate. This shall not apply to workers

entitled to receive the wage rate set forth in Group 1
-
a

below.

---------------------------------------------------------

LABORER CLASSIFICATIONS

CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker;

Chainsaw; Laser beam in connection with laborers' work;

Cast
-
in
-
place manhole form setter; Pressure pipelayer;

Davis trencher
-
300 or similar type (and all small

trenchers); Blaster; Diamond driller; Multiple unit drill;

Hydraulic drill

GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker

and similar type tampers; Buggymobile; Caulker, bander,

pipewrapper, conduit layer, plastic pipelayer; Certified

hazardous waste worker including Leade Abatement;

Compactors of all types; Concrete and magnesite mixer, 1/2

yd. and under; Concrete pan work; Concrete sander; Concrete

saw; Cribber and/or shoring; Cut granite curb setter;

Dri
-
pak
-
it machine; Faller, logloader and bucker; Form

raiser, slip forms; Green cutter; Headerboard, Hubsetter,

aligner, by any method; High pressure blow pipe (1
-
1/2"" or

over, 100 lbs. pressure/over); Hydro seeder and similar

type; Jackhammer operator; Jacking of pipe over 12 inches;

Jackson and similar type compactor; Kettle tender, pot and

worker applying asphalt, lay
-
kold, creosote, lime, caustic

and similar type materials (applying means applying,

dipping or handling of such materials); Lagging, sheeting,

whaling, bracing, trenchjacking, lagging hammer; Magnesite,

epoxyresin, fiberglass, mastic worker (wet or dry); No

joint pipe and stripping of same, including repair of

voids; Pavement breaker and spader, including tool grinder;

Perma curb; Pipelayer (including grade checking in

connection with pipelaying); Precast
-
manhole setter;

Pressure pipe tester; Post hole digger, air, gas and

electric; Power broom sweeper; Power tampers of all types

(except as shown in Group 2); Ram set gun and stud gun;

Riprap stonepaver and rock
-
slinger, including placing of

sacked concrete and/or sand (wet or dry) and gabions and

similar type; Rotary scarifier or multiple head concrete

chipping scarifier; Roto and Ditch Witch; Rototiller;

Sandblaster, pot, gun, nozzle operators; Signalling and

rigging; Tank cleaner; Tree climber; Turbo blaster;

Vibrascreed, bull float in connection with laborers' work;

Vibrator; Hazardous waste worker (lead removal); Asbestos

and mold removal worker

148

GROUP 1
-
a: Joy drill model TWM
-
2A; Gardner
-
Denver model DH143

and similar type drills; Track driller; Jack leg driller;

Wagon driller; Mechanical drillers, all types regardless of

type or method of power; Mechanical pipe layers, all types

regardless of type or method of power; Blaster and powder;

All work of loading, placing and blasting of all powder and

explosives of whatever type regardless of method used for

such loading and placing; High scalers (including drilling

of same); Tree topper; Bit grinder

GROUP 1
-
b: Sewer cleaners shall receive $4.00 per day above

Group 1 wage rates. ""Sewer cleaner"" means any worker who

handles or comes in contact with raw sewage in small

diameter sewers. Those who work inside recently active,

large diameter sewers, and all recently active sewer

manholes shal receive $5.00 per day above Group 1 wage

rates.

GROUP 1
-
c: Burning and welding in connection with laborers'

work; Synthetic thermoplastics and similar type welding

GROUP 1
-
d: Maintenance and repair track and road beds. All

employees performing work covered herein shall receive $

.25 per hour above their regular rate for all work

performed on underground structures not specifically

covered herein. This paragraph shall not be construed to

apply to work below ground level in open cut. It shall

apply to cut and cover work of subway construction after

the temporary cover has been placed.

GROUP 1
-
e: Work on and/or in bell hole footings and shafts

thereof, and work on and in deep footings. (A deep footing

is a hole 15 feet or more in depth.) In the event the

depth of the footing is unknown at the commencement of

excavation, and the final depth exceeds 15 feet, the deep

footing wage rate would apply to all employees for each and

every day worked on or in the excavation of the footing

from the date of inception.

GROUP 1
-
f: Wire winding machine in connection with guniting

or shot crete

GROUP 2: Asphalt shoveler; Cement dumper and handling dry

cement or gypsum; Choke
-
setter and rigger (clearing work);

Concrete bucket dumper and chute; Concrete chipping and

grinding; Concrete laborer (wet or dry); Driller tender,

chuck tender, nipper; Guinea chaser (stake), grout crew;

High pressure nozzle, adductor; Hydraulic monitor (over 100

lbs. pressure); Loading and unloading, carrying and hauling

of all rods and materials for use in reinforcing concrete

construction; Pittsburgh chipper and similar type brush

shredders; Sloper; Single foot, hand
-
held, pneumatic
149

tamper; All pneumatic, air, gas and electric tools not

listed in Groups 1 through 1
-
f; Jacking of pipe
-
under 12

inches

GROUP 3: Construction laborers, including bridge and general

laborer; Dump, load spotter; Flag person; Fire watcher;

Fence erector; Guardrail erector; Gardener, horticultural

and landscape laborer; Jetting; Limber, brush loader and

piler; Pavement marker (button setter); Maintenance, repair

track and road beds; Streetcar and railroad construction

track laborer; Temporary air and water lines, Victaulic or

similar; Tool room attendant (jobsite only)

GROUP 4: Final clean
-
up work of debris, grounds and building

including but not limited to: street cleaner; cleaning and

washing windows; brick cleaner (jobsite only); material

cleaner (jobsite only). The classification ""material

cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be

salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or

temporary jobsite yard.

The material cleaner classification should not be used in

the performance of ""form stripping, cleaning and oiling

and moving to the next point of erection"".

--------------------------------------------------------

GUNITE LABORER CLASSIFICATIONS

GROUP 1: Structural Nozzleman

GROUP 2: Nozzleman, Gunman, Potman, Groundman

GROUP 3: Reboundman

GROUP 4: Gunite laborer

----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS

GROUP 1: Skilled wrecker (removing and salvaging of sash,

windows and materials)

GROUP 2: Semi
-
skilled wrecker (salvaging of other building

materials)

----------------------------------------------------------------

LABO0294
-
010 07/01/2023
150

CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED, SAN

JOAQUIN, STANISLAUS & TUOLUMNE

Rates Fringes

Plasterer tender.................$ 39.77 28.54

Work on a swing stage scaffold: $1.00 per hour additional. ----------------------------------------------------------------

LABO0294
-
011 07/01/2023

FRESNO, KINGS, AND MADERA COUNTIES

Rates Fringes

LABORER (Plaster Tender).........$ 39.77 28.54

Work on a swing stage scaffold: $1.00 per hour additional. ----------------------------------------------------------------

LABO0304
-
002 07/01/2023

ALAMEDA COUNTY

Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)

Escort Driver, Flag Person..$ 37.26 27.30

Traffic Control Person I....$ 37.56 27.30

Traffic Control Person II...$ 35.06 27.30

TRAFFIC CONTROL PERSON I: Layout of traffic control, crash

cushions, construction area and roadside signage.

TRAFFIC CONTROL PERSON II: Installation and removal of

temporary/permanent signs, markers, delineators and crash

cushions.

----------------------------------------------------------------

LABO0304
-
003 06/26/2023

ALAMEDA COUNTY

Rates Fringes

Tunnel and Shaft Laborers:

GROUP 1.....................$ 45.89 27.72

GROUP 2.....................$ 45.66 27.72

GROUP 3.....................$ 45.41 27.72

GROUP 4.....................$ 44.96 27.72
151

GROUP 5.....................$ 44.42 27.72

Shotcrete Specialist........$ 46.41 27.72

TUNNEL AND SHAFT CLASSIFICATIONS

GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete

nozzlemen

GROUP 2: Rodmen; Shaft work & raise (below actual or

excavated ground level)

GROUP 3: Bit grinder; Blaster, driller, powdermen, heading;

Cherry pickermen
-
where car is lifted; Concrete finisher

in tunnel; Concrete screedman; Grout pumpman and potman;

Gunite & shotcrete gunman & potman; Headermen; High

pressure nozzleman; Miner
-
tunnel, including top and

bottom man on shaft and raise work; Nipper; Nozzleman on

slick line; Sandblaster
-
potman, Robotic Shotcrete Placer,

Segment Erector, Tunnel Muck Hauler, Steel Form raiser and

setter; Timberman, retimberman (wood or steel or substitute

materials therefore); Tugger (for tunnel laborer work);

Cable tender; Chuck tender; Powderman
-
primer house

GROUP 4: Vibrator operator, pavement breaker; Bull gang -

muckers, trackmen; Concrete crew
-
includes rodding and

spreading, Dumpmen (any method)

GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman

----------------------------------------------------------------

LABO0304
-
004 06/26/2023

ALAMEDA COUNTY

Rates Fringes

LABORER (CONSTRUCTION CRAFT

LABORERS
-
AREA A:)

Construction Specialist

Group.......................$ 37.20 27.30

GROUP 1.....................$ 36.50 27.30

GROUP 1
-
a...................$ 36.72 27.30

GROUP 1
-
c...................$ 36.55 27.30

GROUP 1
-
e...................$ 37.05 27.30

GROUP 1
-
f...................$ 37.08 27.30

GROUP 2.....................$ 36.35 27.30

GROUP 3.....................$ 36.25 27.30

GROUP 4.....................$ 29.94 27.30

See groups 1
-
b and 1
-
d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE

LABORERS
-
AREA A:)
152

(1) New Construction........$ 36.25 27.30

(2) Establishment Warranty

Period......................$ 29.94 27.30

LABORER (GUNITE
-
AREA A:)

GROUP 1.....................$ 37.46 27.30

GROUP 2.....................$ 36.96 27.30

GROUP 3.....................$ 36.37 27.30

GROUP 4.....................$ 36.25 27.30

LABORER (WRECKING
-
AREA A:)

GROUP 1.....................$ 36.50 27.30

GROUP 2.....................$ 36.35 27.30

FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging

scaffolds, belts shall receive $0.25 per hour above the

applicable wage rate. This shall not apply to workers

entitled to receive the wage rate set forth in Group 1
-
a

below.

---------------------------------------------------------

LABORER CLASSIFICATIONS

CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker;

Chainsaw; Laser beam in connection with laborers' work;

Cast
-
in
-
place manhole form setter; Pressure pipelayer;

Davis trencher
-
300 or similar type (and all small

trenchers); Blaster; Diamond driller; Multiple unit drill;

Hydraulic drill

GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker

and similar type tampers; Buggymobile; Caulker, bander,

pipewrapper, conduit layer, plastic pipelayer; Certified

hazardous waste worker including Leade Abatement;

Compactors of all types; Concrete and magnesite mixer, 1/2

yd. and under; Concrete pan work; Concrete sander; Concrete

saw; Cribber and/or shoring; Cut granite curb setter;

Dri
-
pak
-
it machine; Faller, logloader and bucker; Form

raiser, slip forms; Green cutter; Headerboard, Hubsetter,

aligner, by any method; High pressure blow pipe (1
-
1/2"" or

over, 100 lbs. pressure/over); Hydro seeder and similar

type; Jackhammer operator; Jacking of pipe over 12 inches;

Jackson and similar type compactor; Kettle tender, pot and

worker applying asphalt, lay
-
kold, creosote, lime, caustic

and similar type materials (applying means applying,

dipping or handling of such materials); Lagging, sheeting,

whaling, bracing, trenchjacking, lagging hammer; Magnesite,

epoxyresin, fiberglass, mastic worker (wet or dry); No

joint pipe and stripping of same, including repair of

voids; Pavement breaker and spader, including tool grinder;

Perma curb; Pipelayer (including grade checking in
153

connection with pipelaying); Precast
-
manhole setter;

Pressure pipe tester; Post hole digger, air, gas and

electric; Power broom sweeper; Power tampers of all types

(except as shown in Group 2); Ram set gun and stud gun;

Riprap stonepaver and rock
-
slinger, including placing of

sacked concrete and/or sand (wet or dry) and gabions and

similar type; Rotary scarifier or multiple head concrete

chipping scarifier; Roto and Ditch Witch; Rototiller;

Sandblaster, pot, gun, nozzle operators; Signalling and

rigging; Tank cleaner; Tree climber; Turbo blaster;

Vibrascreed, bull float in connection with laborers' work;

Vibrator; Hazardous waste worker (lead removal); Asbestos

and mold removal worker

GROUP 1
-
a: Joy drill model TWM
-
2A; Gardner
-
Denver model DH143

and similar type drills; Track driller; Jack leg driller;

Wagon driller; Mechanical drillers, all types regardless of

type or method of power; Mechanical pipe layers, all types

regardless of type or method of power; Blaster and powder;

All work of loading, placing and blasting of all powder and

explosives of whatever type regardless of method used for

such loading and placing; High scalers (including drilling

of same); Tree topper; Bit grinder

GROUP 1
-
b: Sewer cleaners shall receive $4.00 per day above

Group 1 wage rates. ""Sewer cleaner"" means any worker who

handles or comes in contact with raw sewage in small

diameter sewers. Those who work inside recently active,

large diameter sewers, and all recently active sewer

manholes shal receive $5.00 per day above Group 1 wage

rates.

GROUP 1
-
c: Burning and welding in connection with laborers'

work; Synthetic thermoplastics and similar type welding

GROUP 1
-
d: Maintenance and repair track and road beds. All

employees performing work covered herein shall receive $

.25 per hour above their regular rate for all work

performed on underground structures not specifically

covered herein. This paragraph shall not be construed to

apply to work below ground level in open cut. It shall

apply to cut and cover work of subway construction after

the temporary cover has been placed.

GROUP 1
-
e: Work on and/or in bell hole footings and shafts

thereof, and work on and in deep footings. (A deep footing

is a hole 15 feet or more in depth.) In the event the

depth of the footing is unknown at the commencement of

excavation, and the final depth exceeds 15 feet, the deep

footing wage rate would apply to all employees for each and

every day worked on or in the excavation of the footing

from the date of inception.
154

GROUP 1
-
f: Wire winding machine in connection with guniting

or shot crete

GROUP 2: Asphalt shoveler; Cement dumper and handling dry

cement or gypsum; Choke
-
setter and rigger (clearing work);

Concrete bucket dumper and chute; Concrete chipping and

grinding; Concrete laborer (wet or dry); Driller tender,

chuck tender, nipper; Guinea chaser (stake), grout crew;

High pressure nozzle, adductor; Hydraulic monitor (over 100

lbs. pressure); Loading and unloading, carrying and hauling

of all rods and materials for use in reinforcing concrete

construction; Pittsburgh chipper and similar type brush

shredders; Sloper; Single foot, hand
-
held, pneumatic

tamper; All pneumatic, air, gas and electric tools not

listed in Groups 1 through 1
-
f; Jacking of pipe
-
under 12

inches

GROUP 3: Construction laborers, including bridge and general

laborer; Dump, load spotter; Flag person; Fire watcher;

Fence erector; Guardrail erector; Gardener, horticultural

and landscape laborer; Jetting; Limber, brush loader and

piler; Pavement marker (button setter); Maintenance, repair

track and road beds; Streetcar and railroad construction

track laborer; Temporary air and water lines, Victaulic or

similar; Tool room attendant (jobsite only)

GROUP 4: Final clean
-
up work of debris, grounds and building

including but not limited to: street cleaner; cleaning and

washing windows; brick cleaner (jobsite only); material

cleaner (jobsite only). The classification ""material

cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be

salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or

temporary jobsite yard.

The material cleaner classification should not be used in

the performance of ""form stripping, cleaning and oiling

and moving to the next point of erection"".

--------------------------------------------------------

GUNITE LABORER CLASSIFICATIONS

GROUP 1: Structural Nozzleman

GROUP 2: Nozzleman, Gunman, Potman, Groundman

GROUP 3: Reboundman

155

GROUP 4: Gunite laborer

----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS

GROUP 1: Skilled wrecker (removing and salvaging of sash,

windows and materials)

GROUP 2: Semi
-
skilled wrecker (salvaging of other building

materials)

----------------------------------------------------------------

LABO0304
-
005 07/01/2023

ALAMEDA COUNTY

Rates Fringes

Brick Tender.....................$ 37.05 27.45

FOOTNOTES: Work on jobs where heat
-
protective clothing is

required: $2.00 per hour additional. Work at grinders: $.25

per hour additional. Manhole work: $2.00 per day additional.

----------------------------------------------------------------

LABO0304
-
008 07/01/2023

ALAMEDA AND CONTRA COSTA COUNTIES:

Rates Fringes

Plasterer tender.................$ 41.93 30.32

Work on a swing stage scaffold: $1.00 per hour additional. ----------------------------------------------------------------

LABO0324
-
002 07/01/2023

CONTRA COSTA COUNTY

Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)

Escort Driver, Flag Person..$ 37.26 27.30

Traffic Control Person I....$ 37.56 27.30

Traffic Control Person II...$ 35.06 27.30

TRAFFIC CONTROL PERSON I: Layout of traffic control, crash

cushions, construction area and roadside signage.

TRAFFIC CONTROL PERSON II: Installation and removal of
156

temporary/permanent signs, markers, delineators and crash

cushions.

----------------------------------------------------------------

LABO0324
-
006 06/26/2023

CONTRA COSTA COUNTY

Rates Fringes

Tunnel and Shaft Laborers:

GROUP 1.....................$ 45.89 27.72

GROUP 2.....................$ 45.66 27.72

GROUP 3.....................$ 45.41 27.72

GROUP 4.....................$ 44.96 27.72

GROUP 5.....................$ 44.42 27.72

Shotcrete Specialist........$ 46.41 27.72

TUNNEL AND SHAFT CLASSIFICATIONS

GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete

nozzlemen

GROUP 2: Rodmen; Shaft work & raise (below actual or

excavated ground level)

GROUP 3: Bit grinder; Blaster, driller, powdermen, heading;

Cherry pickermen
-
where car is lifted; Concrete finisher

in tunnel; Concrete screedman; Grout pumpman and potman;

Gunite & shotcrete gunman & potman; Headermen; High

pressure nozzleman; Miner
-
tunnel, including top and

bottom man on shaft and raise work; Nipper; Nozzleman on

slick line; Sandblaster
-
potman, Robotic Shotcrete Placer,

Segment Erector, Tunnel Muck Hauler, Steel Form raiser and

setter; Timberman, retimberman (wood or steel or substitute

materials therefore); Tugger (for tunnel laborer work);

Cable tender; Chuck tender; Powderman
-
primer house

GROUP 4: Vibrator operator, pavement breaker; Bull gang -

muckers, trackmen; Concrete crew
-
includes rodding and

spreading, Dumpmen (any method)

GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman

----------------------------------------------------------------

LABO0324
-
012 06/26/2023

CONTRA COSTA COUNTY

Rates Fringes

LABORER (CONSTRUCTION CRAFT
157

LABORERS
-
AREA A:)

Construction Specialist

Group.......................$ 37.20 27.30

GROUP 1.....................$ 36.50 27.30

GROUP 1
-
a...................$ 36.72 27.30

GROUP 1
-
c...................$ 36.55 27.30

GROUP 1
-
e...................$ 37.05 27.30

GROUP 1
-
f...................$ 37.08 27.30

GROUP 1
-
g...................$ 36.70 27.30

GROUP 2.....................$ 36.35 27.30

GROUP 3.....................$ 36.25 27.30

GROUP 4.....................$ 29.94 27.30

See groups 1
-
b and 1
-
d under laborer classifications.

LABORER (GARDENERS,

HORTICULURAL & LANDSCAPE

LABORERS
-
AREA A:)

(1) New Construction........$ 36.25 27.30

(2) Establishment Warranty

Period......................$ 29.94 27.30

LABORER (GUNITE
-
AREA A:)

GROUP 1.....................$ 37.46 27.30

GROUP 2.....................$ 36.96 27.30

GROUP 3.....................$ 36.37 27.30

GROUP 4.....................$ 36.25 27.30

LABORER (WRECKING
-
AREA A:)

GROUP 1.....................$ 36.50 27.30

GROUP 2.....................$ 36.35 27.30

FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging

scaffolds, belts shall receive $0.25 per hour above the

applicable wage rate. This shall not apply to workers

entitled to receive the wage rate set forth in Group 1
-
a

below.

---------------------------------------------------------

LABORER CLASSIFICATIONS

CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker;

Chainsaw; Laser beam in connection with laborers' work;

Cast
-
in
-
place manhole form setter; Pressure pipelayer;

Davis trencher
-
300 or similar type (and all small

trenchers); Blaster; Diamond driller; Multiple unit drill;

Hydraulic drill

GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker

and similar type tampers; Buggymobile; Caulker, bander,

pipewrapper, conduit layer, plastic pipelayer; Certified

hazardous waste worker including Leade Abatement;

Compactors of all types; Concrete and magnesite mixer, 1/2 158

yd. and under; Concrete pan work; Concrete sander; Concrete

saw; Cribber and/or shoring; Cut granite curb setter;

Dri
-
pak
-
it machine; Faller, logloader and bucker; Form

raiser, slip forms; Green cutter; Headerboard, Hubsetter,

aligner, by any method; High pressure blow pipe (1
-
1/2"" or

over, 100 lbs. pressure/over); Hydro seeder and similar

type; Jackhammer operator; Jacking of pipe over 12 inches;

Jackson and similar type compactor; Kettle tender, pot and

worker applying asphalt, lay
-
kold, creosote, lime, caustic

and similar type materials (applying means applying,

dipping or handling of such materials); Lagging, sheeting,

whaling, bracing, trenchjacking, lagging hammer; Magnesite,

epoxyresin, fiberglass, mastic worker (wet or dry); No

joint pipe and stripping of same, including repair of

voids; Pavement breaker and spader, including tool grinder;

Perma curb; Pipelayer (including grade checking in

connection with pipelaying); Precast
-
manhole setter;

Pressure pipe tester; Post hole digger, air, gas and

electric; Power broom sweeper; Power tampers of all types

(except as shown in Group 2); Ram set gun and stud gun;

Riprap stonepaver and rock
-
slinger, including placing of

sacked concrete and/or sand (wet or dry) and gabions and

similar type; Rotary scarifier or multiple head concrete

chipping scarifier; Roto and Ditch Witch; Rototiller;

Sandblaster, pot, gun, nozzle operators; Signalling and

rigging; Tank cleaner; Tree climber; Turbo blaster;

Vibrascreed
, bull float in connection with laborers' work;

Vibrator; Hazardous waste worker (lead removal); Asbestos

and mold removal worker

GROUP 1
-
a: Joy drill model TWM
-
2A; Gardner
-
Denver model DH143

and similar type drills; Track driller; Jack leg driller;

Wagon driller; Mechanical drillers, all types regardless of

type or method of power; Mechanical pipe layers, all types

regardless of type or method of power; Blaster and powder;

All work of loading, placing and blasting of all powder and

explosives of whatever type regardless of method used for

such loading and placing; High scalers (including drilling

of same); Tree topper; Bit grinder

GROUP 1
-
b: Sewer cleaners shall receive $4.00 per day above

Group 1 wage rates. ""Sewer cleaner"" means any worker who

handles or comes in contact with raw sewage in small

diameter sewers. Those who work inside recently active,

large diameter sewers, and all recently active sewer

manholes shal receive $5.00 per day above Group 1 wage

rates.

GROUP 1
-
c: Burning and welding in connection with laborers'

work; Synthetic thermoplastics and similar type welding

GROUP 1
-
d: Maintenance and repair track and road beds. All
159

employees performing work covered herein shall receive $

.25 per hour above their regular rate for all work

performed on underground structures not specifically

covered herein. This paragraph shall not be construed to

apply to work below ground level in open cut. It shall

apply to cut and cover work of subway construction after

the temporary cover has been placed.

GROUP 1
-
e: Work on and/or in bell hole footings and shafts

thereof, and work on and in deep footings. (A deep footing

is a hole 15 feet or more in depth.) In the event the

depth of the footing is unknown at the commencement of

excavation, and the final depth exceeds 15 feet, the deep

footing wage rate would apply to all employees for each and

every day worked on or in the excavation of the footing

from the date of inception.

GROUP 1
-
f: Wire winding machine in connection with guniting

or shot crete

GROUP 1
-
g, CONTRA COSTA COUNTY: Pipelayer (including grade

checking in connection with pipelaying); Caulker; Bander;

Pipewrapper; Conduit layer; Plastic pipe layer; Pressure

pipe tester; No joint pipe and stripping of same, including

repair of voids; Precast manhole setters, cast in place

manhole form setters

GROUP 2: Asphalt shoveler; Cement dumper and handling dry

cement or gypsum; Choke
-
setter and rigger (clearing work);

Concrete bucket dumper and chute; Concrete chipping and

grinding; Concrete laborer (wet or dry); Driller tender,

chuck tender, nipper; Guinea chaser (stake), grout crew;

High pressure nozzle, adductor; Hydraulic monitor (over 100

lbs. pressure); Loading and unloading, carrying and hauling

of all rods and materials for use in reinforcing concrete

construction; Pittsburgh chipper and similar type brush

shredders; Sloper; Single foot, hand
-
held, pneumatic

tamper; All pneumatic, air, gas and electric tools not

listed in Groups 1 through 1
-
f; Jacking of pipe
-
under 12

inches

GROUP 3: Construction laborers, including bridge and general

laborer; Dump, load spotter; Flag person; Fire watcher;

Fence erector; Guardrail erector; Gardener, horticultural

and landscape laborer; Jetting; Limber, brush loader and

piler; Pavement marker (button setter); Maintenance, repair

track and road beds; Streetcar and railroad construction

track laborer; Temporary air and water lines, Victaulic or

similar; Tool room attendant (jobsite only)

GROUP 4: Final clean
-
up work of debris, grounds and building

including but not limited to: street cleaner; cleaning and 160

washing windows; brick cleaner (jobsite only); material

cleaner (jobsite only). The classification ""material

cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be

salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or

temporary jobsite yard.

The material cleaner classification should not be used in

the performance of ""form stripping, cleaning and oiling

and moving to the next point of erection"".

--------------------------------------------------------

GUNITE LABORER CLASSIFICATIONS

GROUP 1: Structural Nozzleman

GROUP 2: Nozzleman, Gunman, Potman, Groundman

GROUP 3: Reboundman

GROUP 4: Gunite laborer

----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS

GROUP 1: Skilled wrecker (removing and salvaging of sash,

windows and materials)

GROUP 2: Semi
-
skilled wrecker (salvaging of other building

materials)

GROUP 1
-
g, CONTRA COSTA COUNTY: Pipelayer (including grade

checking in connection with pipelaying); Caulker; Bander;

Pipewrapper; Conduit layer; Plastic pipe layer; Pressure

pipe tester; No joint pipe and stripping of same, including

repair of voids; Precast manhole setters, cast in place

manhole form setters

----------------------------------------------------------------

LABO0324
-
014 07/01/2023

CONTRA COSTA COUNTY:

Rates Fringes

Brick Tender.....................$ 37.05 27.45

161

FOOTNOTES: Work on jobs where heat
-
protective clothing is

required: $2.00 per hour additional. Work at grinders: $.25

per hour additional. Manhole work: $2.00 per day additional.

----------------------------------------------------------------

LABO0324
-
018 07/01/2023

ALAMEDA AND CONTRA COSTA COUNTIES:

Rates Fringes

Plasterer tender.................$ 41.93 30.32

Work on a swing stage scaffold: $1.00 per hour additional. ----------------------------------------------------------------

LABO1130
-
002 07/01/2023

MARIPOSA, MERCED, STANISLAUS, AND TUOLUMNE COUNTIES

Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)

Escort Driver, Flag Person..$ 36.26 27.30

Traffic Control Person I....$ 36.56 27.30

Traffic Control Person II...$ 34.06 27.30

TRAFFIC CONTROL PERSON I: Layout of traffic control, crash

cushions, construction area and roadside signage.

TRAFFIC CONTROL PERSON II: Installation and removal of

temporary/permanent signs, markers, delineators and crash

cushions.

----------------------------------------------------------------

LABO1130
-
003 06/26/2023

MARIPOSA, MERCED, STANISLAUS, AND TUOLUMNE COUNTIES

Rates Fringes

Tunnel and Shaft Laborers:

GROUP 1.....................$ 45.89 27.72

GROUP 2.....................$ 45.66 27.72

GROUP 3.....................$ 45.41 27.72

GROUP 4.....................$ 44.96 27.72

GROUP 5.....................$ 44.42 27.72

Shotcrete Specialist........$ 46.41 27.72

TUNNEL AND SHAFT CLASSIFICATIONS

GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete 162

nozzlemen

GROUP 2: Rodmen; Shaft work & raise (below actual or

excavated ground level)

GROUP 3: Bit grinder; Blaster, driller, powdermen, heading;

Cherry pickermen
-
where car is lifted; Concrete finisher

in tunnel; Concrete screedman; Grout pumpman and potman;

Gunite & shotcrete gunman & potman; Headermen; High

pressure nozzleman; Miner
-
tunnel, including top and

bottom man on shaft and raise work; Nipper; Nozzleman on

slick line; Sandblaster
-
potman, Robotic Shotcrete Placer,

Segment Erector, Tunnel Muck Hauler, Steel Form raiser and

setter; Timberman, retimberman (wood or steel or substitute

materials therefore); Tugger (for tunnel laborer work);

Cable tender; Chuck tender; Powderman
-
primer house

GROUP 4: Vibrator operator, pavement breaker; Bull gang -

muckers, trackmen; Concrete crew
-
includes rodding and

spreading, Dumpmen (any method)

GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman

----------------------------------------------------------------

LABO1130
-
005 07/01/2023

MARIPOSA, MERCED, STANISLAUS AND TUOLUMNE COUNTIES

Rates Fringes

LABORER

Mason Tender
-
Brick..........$ 36.29 25.55
----------------------------------------------------------------

LABO1130
-
007 06/26/2023

MARIPOSA, MERCED, STANISLAUS, AND TUOLUMNE , COUNTIES

Rates Fringes

LABORER (CONSTRUCTION CRAFT

LABORERS
-
AREA B:)

Construction Specialist

Group.......................$ 36.20 27.30

GROUP 1.....................$ 35.50 27.30

GROUP 1
-
a...................$ 35.72 27.30

GROUP 1
-
c...................$ 35.55 27.30

GROUP 1
-
e...................$ 36.05 27.30

GROUP 1
-
f...................$ 36.08 27.30

GROUP 2.....................$ 35.35 27.30

GROUP 3.....................$ 35.25 27.30

GROUP 4.....................$ 28.94 27.30

See groups 1
-
b and 1
-
d under laborer classifications.
163

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE

LABORERS
-
AREA B:)

(1) New Construction........$ 35.25 27.30

(2) Establishment Warranty

Period......................$ 28.94 27.30

LABORER (GUNITE
-
AREA B:)

GROUP 1.....................$ 36.46 27.30

GROUP 2.....................$ 35.96 27.30

GROUP 3.....................$ 35.37 27.30

GROUP 4.....................$ 35.25 27.30

LABORER (WRECKING
-
AREA B:)

GROUP 1.....................$ 35.50 27.30

GROUP 2.....................$ 35.35 27.30

FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging

scaffolds, belts shall receive $0.25 per hour above the

applicable wage rate. This shall not apply to workers

entitled to receive the wage rate set forth in Group 1
-
a

below.

---------------------------------------------------------

LABORER CLASSIFICATIONS

CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker;

Chainsaw; Laser beam in connection with laborers' work;

Cast
-
in
-
place manhole form setter; Pressure pipelayer;

Davis trencher
-
300 or similar type (and all small

trenchers); Blaster; Diamond driller; Multiple unit drill;

Hydraulic drill

GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker

and similar type tampers; Buggymobile; Caulker, bander,

pipewrapper, conduit layer, plastic pipelayer; Certified

hazardous waste worker including Leade Abatement;

Compactors of all types; Concrete and magnesite mixer, 1/2

yd. and under; Concrete pan work; Concrete sander; Concrete

saw; Cribber and/or shoring; Cut granite curb setter;

Dri
-
pak
-
it machine; Faller, logloader and bucker; Form

raiser, slip forms; Green cutter; Headerboard, Hubsetter,

aligner, by any method; High pressure blow pipe (1
-
1/2"" or

over, 100 lbs. pressure/over); Hydro seeder and similar

type; Jackhammer operator; Jacking of pipe over 12 inches;

Jackson and similar type compactor; Kettle tender, pot and

worker applying asphalt, lay
-
kold, creosote, lime, caustic

and similar type materials (applying means applying,

dipping or handling of such materials); Lagging, sheeting,

whaling, bracing, trenchjacking, lagging hammer; Magnesite,

epoxyresin, fiberglass, mastic worker (wet or dry); No
164

joint pipe and stripping of same, including repair of

voids; Pavement breaker and spader, including tool grinder;

Perma curb; Pipelayer (including grade checking in

connection with pipelaying); Precast
-
manhole setter;

Pressure pipe tester; Post hole digger, air, gas and

electric; Power broom sweeper; Power tampers of all types

(except as shown in Group 2); Ram set gun and stud gun;

Riprap stonepaver and rock
-
slinger, including placing of

sacked concrete and/or sand (wet or dry) and gabions and

similar type; Rotary scarifier or multiple head concrete

chipping scarifier; Roto and Ditch Witch; Rototiller;

Sandblaster, pot, gun, nozzle operators; Signalling and

rigging; Tank cleaner; Tree climber; Turbo blaster;

Vibrascreed, bull float in connection with laborers' work;

Vibrator; Hazardous waste worker (lead removal); Asbestos

and mold removal worker

GROUP 1
-
a: Joy drill model TWM
-
2A; Gardner
-
Denver model DH143

and similar type drills; Track driller; Jack leg driller;

Wagon driller; Mechanical drillers, all types regardless of

type or method of power; Mechanical pipe layers, all types

regardless of type or method of power; Blaster and powder;

All work of loading, placing and blasting of all powder and

explosives of whatever type regardless of method used for

such loading and placing; High scalers (including drilling

of same); Tree topper; Bit grinder

GROUP 1
-
b: Sewer cleaners shall receive $4.00 per day above

Group 1 wage rates. ""Sewer cleaner"" means any worker who

handles or comes in contact with raw sewage in small

diameter sewers. Those who work inside recently active,

large diameter sewers, and all recently active sewer

manholes shal receive $5.00 per day above Group 1 wage

rates.

GROUP 1
-
c: Burning and welding in connection with laborers'

work; Synthetic thermoplastics and similar type welding

GROUP 1
-
d: Maintenance and repair track and road beds. All

employees performing work covered herein shall receive $

.25 per hour above their regular rate for all work

performed on underground structures not specifically

covered herein. This paragraph shall not be construed to

apply to work below ground level in open cut. It shall

apply to cut and cover work of subway construction after

the temporary cover has been placed.

GROUP 1
-
e: Work on and/or in bell hole footings and shafts

thereof, and work on and in deep footings. (A deep footing

is a hole 15 feet or more in depth.) In the event the

depth of the footing is unknown at the commencement of

excavation, and the final depth exceeds 15 feet, the deep 165

footing wage rate would apply to all employees for each and

every day worked on or in the excavation of the footing

from the date of inception.

GROUP 1
-
f: Wire winding machine in connection with
guniting

or shot crete

GROUP 2: Asphalt shoveler; Cement dumper and handling dry

cement or gypsum; Choke
-
setter and rigger (clearing work);

Concrete bucket dumper and chute; Concrete chipping and

grinding; Concrete laborer (wet or dry); Driller tender,

chuck tender, nipper; Guinea chaser (stake), grout crew;

High pressure nozzle, adductor; Hydraulic monitor (over 100

lbs. pressure); Loading and unloading, carrying and hauling

of all rods and materials for use in reinforcing concrete

construction; Pittsburgh chipper and similar type brush

shredders; Sloper; Single foot, hand
-
held, pneumatic

tamper; All pneumatic, air, gas and electric tools not

listed in Groups 1 through 1
-
f; Jacking of pipe
-
under 12

inches

GROUP 3: Construction laborers, including bridge and general

laborer; Dump, load spotter; Flag person; Fire watcher;

Fence erector; Guardrail erector; Gardener, horticultural

and landscape laborer; Jetting; Limber, brush loader and

piler; Pavement marker (button setter); Maintenance, repair

track and road beds; Streetcar and railroad construction

track laborer; Temporary air and water lines, Victaulic or

similar; Tool room attendant (jobsite only)

GROUP 4: Final clean
-
up work of debris, grounds and building

including but not limited to: street cleaner; cleaning and

washing windows; brick cleaner (jobsite only); material

cleaner (jobsite only). The classification ""material

cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be

salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or

temporary jobsite yard.

The material cleaner classification should not be used in

the performance of ""form stripping, cleaning and oiling

and moving to the next point of erection"".

--------------------------------------------------------

GUNITE LABORER CLASSIFICATIONS

GROUP 1: Structural Nozzleman

GROUP 2: Nozzleman, Gunman, Potman, Groundman
166

GROUP 3: Reboundman

GROUP 4: Gunite laborer

----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS

GROUP 1: Skilled wrecker (removing and salvaging of sash,

windows and materials)

GROUP 2: Semi
-
skilled wrecker (salvaging of other building

materials)

----------------------------------------------------------------

LABO1130
-
008 07/01/2023

CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED, SAN

JOAQUIN, STANISLAUS & TUOLUMNE

Rates Fringes

Plasterer tender.................$ 39.77 28.54

Work on a swing stage scaffold: $1.00 per hour additional. ----------------------------------------------------------------

LABO1130
-
009 07/01/2023

MARIPOSA, MERCED, STANISLAUS, AND TUOLUMNE COUNTIES

Rates Fringes

LABORER (Plaster Tender).........
$ 39.77 28.54

Work on a swing stage scaffold: $1.00 per hour additional. ----------------------------------------------------------------

PAIN0016
-
001 01/01/2025

ALAMEDA, CONTRA COSTA, MONTEREY, SAN BENITO, SAN MATEO, SANTA

CLARA, AND SANTA CRUZ COUNTIES

Rates Fringes

Painters:........................$ 53.38 28.04

PREMIUMS:

EXOTIC MATERIALS
-
$1.25 additional per hour.

SPRAY WORK:
-
$0.50 additional per hour.
167

INDUSTRIAL PAINTING
-
$0.25 additional per hour

[Work on industrial buildings used for the manufacture and

processing of goods for sale or service; steel construction

(bridges), stacks, towers, tanks, and similar structures]

HIGH WORK:
over 50 feet
-
$2.00 per hour additional
100 to 180 feet
-
$4.00 per hour additional
Over 180 feet
-
$6.00 per houir additional

----------------------------------------------------------------

PAIN0016
-
003 01/01/2025

AREA 1: ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO & SANTA

CLARA COUNTIES

AREA 2: CALAVERAS, MARIPOA, MERCED, MONTEREY, SAN BENITO, SAN

JOAQUIN, SANTA CRUZ, STANISLAUS & TUOLUMNE COUNTIES

Rates Fringes

Drywall Finisher/Taper

AREA 1......................$ 63.76 32.69

AREA 2......................$ 59.63 31.29
----------------------------------------------------------------

PAIN0016
-
012 01/01/2024

ALAMEDA, CONTRA COSTA, MARIPOSA, MERCED, MONTEREY, SAN BENITO,

SAN FRANCISCO, SAN MATEO, SANTA CLARA AND SANTA CRUZ COUNTIES

Rates Fringes

SOFT FLOOR LAYER.................$ 59.00 33.03 ----------------------------------------------------------------

PAIN0016
-
015 01/01/2025

CALAVERAS, MARIPOSA, MERCED, SAN JOAQUIN, STANISLAUS & TUOLUMNE

COUNTIES

Rates Fringes

PAINTER

Brush.......................$ 43.45 22.80

FOOTNOTES:

SPRAY/SANDBLAST: $0.50 additional per hour.

EXOTIC MATERIALS: $1.25 additional per hour.

HIGH TIME: Over 50 ft above ground or water level $2.00

additional per hour. 100 to 180 ft above ground or water 168

level $4.00 additional per hour. Over 180 ft above ground

or water level $6.00 additional per hour.

----------------------------------------------------------------

PAIN0016
-
022 01/01/2025

SAN FRANCISCO COUNTY

Rates Fringes

PAINTER..........................$ 57.00 28.04 ----------------------------------------------------------------

PAIN0169
-
001 01/01/2023

FRESNO, KINGS, MADERA, MARIPOSA AND MERCED COUNTIES:

Rates Fringes

GLAZIER..........................$ 44.33 28.88 ----------------------------------------------------------------

PAIN0169
-
005 01/01/2024

ALAMEDA CONTRA COSTA, MONTEREY, SAN BENITO, SAN FRANCISCO, SAN

MATEO, SANTA CLARA & SANTA CRUZ COUNTIES

Rates Fringes

GLAZIER..........................$ 56.22 34.00 ----------------------------------------------------------------

PAIN0294
-
004 07/01/2023

FRESNO, KINGS AND MADERA COUNTIES

Rates Fringes

PAINTER

Brush, Roller...............$ 34.49 21.80

Drywall Finisher/Taper......$ 35.74 21.80

FOOTNOTE:

Spray Painters & Paperhangers recive $1.00 additional per

hour. Painters doing Drywall Patching receive $1.25

additional per hour. Lead Abaters & Sandblasters receive

$1.50 additional per hour. High Time
-
over 30 feet (does

not include work from a lift) $0.75 per hour additional.

----------------------------------------------------------------

PAIN0294
-
005 01/01/2023

FRESNO, KINGS & MADERA

169

Rates Fringes

SOFT FLOOR LAYER.................$ 38.53 23.19 ----------------------------------------------------------------

PAIN0767
-
001 01/01/2024

CALAVERAS, SAN JOAQUIN, STANISLAUS AND TUOLUMNE COUNTIES:

Rates Fringes

GLAZIER..........................$ 43.25 35.62

PAID HOLIDAYS: New Year's Day, Martin Luther King, Jr. Day,

President's Day, Memorial Day, Independence Day, Labor Day,

Veteran's Day, Thanksgiving Day, and Christmas Day.

Employee required to wear a body harness shall receive $1.50

per hour above the basic hourly rate at any elevation.

----------------------------------------------------------------

PAIN1176
-
001 07/01/2022

HIGHWAY IMPR0VEMENT

Rates Fringes

Parking Lot Striping/Highway
Marking:

GROUP 1.....................$ 40.83 17.62

GROUP 2.....................$ 34.71 17.62

GROUP 3.....................$ 35.11 17.62

CLASSIFICATIONS

GROUP 1: Striper: Layout and application of painted traffic

stripes and marking; hot thermo plastic; tape, traffic

stripes and markings

GROUP 2: Gamecourt & Playground Installer

GROUP 3: Protective Coating, Pavement Sealing

----------------------------------------------------------------

PAIN1237
-
003 01/01/2024

CALAVERAS; SAN JOAQUIN COUNTIES; STANISLAUS AND TUOLUMNE COUNTIES:

Rates Fringes

SOFT FLOOR LAYER.................$ 48.54 26.59 170

----------------------------------------------------------------

PLAS0066
-
002 07/01/2019

ALAMEDA, CONTRA COSTA, SAN MATEO AND SAN FRANCISCO COUNTIES:

Rates Fringes

PLASTERER........................$ 42.41 30.73 ----------------------------------------------------------------

PLAS0300
-
001 07/01/2018

Rates Fringes

PLASTERER

AREA 188: Fresno...........$ 32.70 31.68

AREA 224: San Benito,

Santa Clara, Santa Cruz.....$ 32.88 31.68

AREA 295: Calaveras & San

Joaquin Couonties...........$ 32.70 31.68

AREA 337: Monterey County..
$ 32.88 31.68

AREA 429: Mariposa,

Merced, Stanislaus,

Tuolumne Counties...........$ 32.70 31.68
----------------------------------------------------------------

PLAS0300
-
005 07/01/2016

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 32.15 23.27 ----------------------------------------------------------------

PLUM0038
-
001 07/01/2023

SAN FRANCISCO COUNTY

Rates Fringes

PLUMBER (Plumber,
Steamfitter, Refrigeration
Fitter)..........................$ 85.50 48.98 ----------------------------------------------------------------

PLUM0038
-
005 07/01/2025

SAN FRANCISCO COUNTY

Rates Fringes

Landscape/Irrigation Fitter
(Underground/Utility Fitter).....$ 77.35 36.53 ----------------------------------------------------------------

PLUM0062
-
001 01/01/2026

MONTEREY AND SANTA CRUZ COUNTIES
171

Rates Fringes

PLUMBER & STEAMFITTER............$ 57.75 43.60 ----------------------------------------------------------------

PLUM0159
-
001 07/01/2025

CONTRA COSTA COUNTY

Rates Fringes

Plumber and steamfitter

(1) Refrigeration...........$ 67.68 49.04

(2) All other work..........$ 68.57 49.04
----------------------------------------------------------------

PLUM0246
-
001 01/01/2026

FRESNO, KINGS & MADERA COUNTIES

Rates Fringes

PLUMBER & STEAMFITTER............$ 54.50 42.54 ----------------------------------------------------------------

PLUM0246
-
004 01/01/2017

FRESNO, MERCED & SAN JOAQUIN COUNIES

Rates Fringes

PLUMBER (PIPE TRADESMAN).........$ 13.00 10.74

PIPE TRADESMAN SCOPE OF WORK:

Installation of corrugated metal piping for drainage, as well

as installation of corrugated metal piping for culverts in

connection with storm sewers and drains; Grouting, dry

packing and diapering of joints, holes or chases including

paving over joints, in piping; Temporary piping for dirt

work for building site preparation; Operating jack hammers,

pavement breakers, chipping guns, concrete saws and spades

to cut holes, chases and channels for piping systems;

Digging, grading, backfilling and ground preparation for

all types of pipe to all points of the jobsite; Ground

preparation including ground leveling, layout and planting

of shrubbery, trees and ground cover, including watering,

mowing, edging, pruning and fertilizing, the breaking of

concrete, digging, backfilling and tamping for the

preparation and completion of all work in connection with

lawn sprinkler and landscaping; Loading, unloading and

distributing materials at jobsite; Putting away materials

in storage bins in jobsite secure storage area; Demolition

of piping and fixtures for remodeling and additions;

Setting up and tearing down work benches, ladders and job 172

shacks; Clean
-
up and sweeping of jobsite; Pipe wrapping and

waterproofing where tar or similar material is applied for

protection of buried piping; Flagman

----------------------------------------------------------------

PLUM0342
-
001 07/01/2025

ALAMEDA & CONTRA COSTA COUNTIES

Rates Fringes

PIPEFITTER

CONTRA COSTA COUNTY.........$ 80.50 50.45

PLUMBER, PIPEFITTER,

STEAMFITTER

ALAMEDA COUNTY..............$ 80.50 50.45
----------------------------------------------------------------

PLUM0355
-
004 07/01/2025

ALAMEDA, CALAVERAS, CONTRA COSTA, FRESNO, KINGS, MADERA,

MARIPOSA, MERCED, MONTEREY, SAN BENITO, SAN JOAQUIN, SAN MATEO, SANTA CLARA, SANTA CRUZ, STANISLAUS, AND TUOLUMNE COUNTIES:

Rates Fringes

Underground Utility Worker

/Landscape Fitter...........$ 36.01 18.50
----------------------------------------------------------------

PLUM0393
-
001 07/01/2021

SAN BENITO AND SANTA CLARA COUNTIES

Rates Fringes

PLUMBER/PIPEFITTER...............$ 68.76 46.63 ----------------------------------------------------------------

PLUM0442
-
001 01/01/2026

CALAVERAS, MARIPOSA, MERCED, SAN JOAQUIN, STANISLAUS & TUOLUMNE

COUNTIES

Rates Fringes

PLUMBER & STEAMFITTER............$ 58.45 38.74 ----------------------------------------------------------------

PLUM0467
-
001 07/01/2025

SAN MATEO COUNTY

Rates Fringes
173

Plumber/Pipefitter/Steamfitter...$ 87.75 41.44 ----------------------------------------------------------------

ROOF0027
-
002 09/01/2024

FRESNO, KINGS, AND MADERA COUNTIES

Rates Fringes

ROOFER...........................$ 45.76 16.86

FOOTNOTE: Work with pitch, pitch base of pitch impregnated

products or any material containing coal tar pitch, on any

building old or new, where both asphalt and pitchers are

used in the application of a built
-
up roof or tear off:

$2.00 per hour additional.

----------------------------------------------------------------

ROOF0040
-
002 08/01/2024

SAN FRANCISCO & SAN MATEO COUNTIES:

Rates Fringes

ROOFER...........................$ 55.30 22.97 ----------------------------------------------------------------

ROOF0081
-
001 08/01/2024

ALAMEDA AND CONTRA COSTA COUNTIES:

Rates Fringes

Roofer...........................$ 54.94 23.34 ----------------------------------------------------------------

ROOF0081
-
004 08/01/2024

CALAVERAS, MARIPOSA, MERCED, SAN JOAQUIN, STANISLAUS AND TUOLUMNE COUNTIES:

Rates Fringes

ROOFER...........................$ 49.65 22.19 ----------------------------------------------------------------

ROOF0095
-
002 08/01/2023

MONTEREY, SAN BENITO, SANTA CLARA, AND SANTA CRUZ COUNTIES:

Rates Fringes

ROOFER

Bitumastic, Enameler, Coal
174

Tar, Pitch and Mastic

worker......................$ 57.17 21.51

Journeyman..................$ 53.17 21.51

Kettle person (2 kettles)...$ 55.17 21.51
----------------------------------------------------------------

SFCA0483
-
001 01/01/2026

ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO AND SANTA CLARA COUNTIES:

Rates Fringes

SPRINKLER FITTER (FIRE)..........$ 81.54 41.35 ---------------------------------------------------------------- * SFCA0669
-
011 01/01/2026

CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED, MONTEREY,

SAN BENITO, SAN JOAQUIN, SANTA CRUZ, STANISLAUS AND TUOLUMNE COUNTIES:

Rates Fringes

SPRINKLER FITTER.................$ 49.69 29.72 ----------------------------------------------------------------

SHEE0104
-
001 07/01/2020

AREA 1: ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO, SANTA CLARA

AREA 2: MONTEREY & SAN BENITO

AREA 3: SANTA CRUZ

Rates Fringes

SHEET METAL WORKER

AREA 1:

Mechanical Contracts

under $200,000.............$ 55.92 45.29

All Other Work.............$ 64.06 46.83

AREA 2......................$ 52.90 36.44

AREA 3......................$ 55.16 34.18
----------------------------------------------------------------

SHEE0104
-
003 07/01/2021

CALAVERAS AND SAN JOAQUIN COUNTIES:

Rates Fringes

175

SHEET METAL WORKER...............$ 44.34 39.22 ----------------------------------------------------------------

SHEE0104
-
005 07/01/2021

MARIPOSA, MERCED, STANISLAUS AND TUOLUMNE COUNTIES:

Rates Fringes

SHEET METAL WORKER (Excluding
metal deck and siding)...........$ 41.28 45.41 ----------------------------------------------------------------

SHEE0104
-
007 07/01/2021

FRESNO, KINGS, AND MADERA COUNTIES:

Rates Fringes

SHEET METAL WORKER...............$ 44.07 40.79 ----------------------------------------------------------------

SHEE0104
-
015 07/01/2020

ALAMEDA, CONTRA COSTA, MONTEREY, SAN BENITO, SAN FRANCISCO, SAN MATEO, SANTA CLARA AND SANTA CRUZ COUNTIES:

Rates Fringes

SHEET METAL WORKER (Metal
Decking and Siding only).........$ 44.45 35.55 ----------------------------------------------------------------

SHEE0104
-
018 07/01/2020

CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED, SAN JOAQUIN, STANISLAUS AND TUOLUMNE COUNTIES:

Rates Fringes

Sheet metal worker (Metal
decking and siding only).........$ 44.45 35.55 ----------------------------------------------------------------

TEAM0094
-
001 07/01/2025

Rates Fringes

Truck drivers:

GROUP 1.....................$ 43.26 34.28

GROUP 2.....................$ 43.56 34.28

GROUP 3.....................$ 43.86 34.28

GROUP 4.....................$ 44.21 34.28

GROUP 5.....................$ 44.56 34.28

176

FOOTNOTES:

Articulated dump truck; Bulk cement spreader (with or without

auger); Dumpcrete truck; Skid truck (debris box); Dry

pre
-
batch concrete mix trucks; Dumpster or similar type;

Slurry truck: Use dump truck yardage rate.

Heater planer; Asphalt burner; Scarifier burner; Industrial

lift truck (mechanical tailgate); Utility and clean
-
up

truck: Use appropriate rate for the power unit or the

equipment utilized.

TRUCK DRIVER CLASSIFICATIONS

GROUP 1: Dump trucks, under 6 yds.; Single unit flat rack (2 -

axle unit); Nipper truck (when flat rack truck is used

appropriate flat rack shall apply); Concrete pump truck

(when flat rack truck is used appropriate flat rack shall

apply); Concrete pump machine; Fork lift and lift jitneys;

Fuel and/or grease truck driver or fuel person; Snow buggy;

Steam cleaning; Bus or personhaul driver; Escort or pilot

car driver; Pickup truck; Teamster oiler/greaser and/or

serviceperson; Hook tender (including loading and

unloading); Team driver; Tool room attendant (refineries)

GROUP 2: Dump trucks, 6 yds. and under 8 yds.; Transit

mixers, through 10 yds.; Water trucks, under 7,000 gals.;

Jetting trucks, under 7,000 gals.; Single
-
unit flat rack

(3
-
axle unit); Highbed heavy duty transport; Scissor truck;

Rubber
-
tired muck car (not self
-
loaded); Rubber
-
tired truck

jumbo; Winch truck and ""A"" frame drivers; Combination winch

truck with hoist; Road oil truck or bootperson;

Buggymobile; Ross, Hyster and similar straddle carriers;

Small rubber
-
tired tractor

GROUP 3: Dump trucks, 8 yds. and including 24 yds.; Transit

mixers, over 10 yds.; Water trucks, 7,000 gals. and over;

Jetting trucks, 7,000 gals. and over; Vacuum trucks under

7500 gals. Trucks towing tilt bed or flat bed pull

trailers; Lowbed heavy duty transport; Heavy duty transport

tiller person; Self
-
propelled street sweeper with

self
-
contained refuse bin; Boom truck
-
hydro
-
lift or

Swedish type extension or retracting crane; P.B. or similar

type self
-
loading truck; Tire repairperson; Combination

bootperson and road oiler; Dry distribution truck (A

bootperson when employed on such equipment, shall receive

the rate specified for the classification of road oil

trucks or bootperson); Ammonia nitrate distributor, driver

and mixer; Snow Go and/or plow

GROUP 4: Dump trucks, over 25 yds. and under 65 yds.; Water

pulls
-
DW 10's, 20's, 21's and other similar equipment

when pulling Aqua/pak or water tank trailers; Helicopter 177

pilots (when transporting men and materials); Lowbedk Heavy

Duty Transport up to including 7 axles; DW10's, 20's, 21's

and other similar Cat type, Terra Cobra, LeTourneau Pulls,

Tournorocker, Euclid and similar type equipment when

pulling fuel and/or grease tank trailers or other

miscellaneous trailers; Vacuum Trucks 7500 gals and over

and truck repairman

GROUP 5: Dump trucks, 65 yds. and over; Holland hauler; Low

bed Heavy Duty Transport over 7 axles

----------------------------------------------------------------

WELDERS
-
Receive rate prescribed for craft performing
operation to which welding is incidental.

================================================================

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis
-
Bacon Act for which the contract is awarded (and any
solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health
-
related needs, including
preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health
-
related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at
https://www.dol.gov/agencies/whd/government
-
contracts.

Note: Executive Order 13658 generally applies to contracts subject to the Davis
-
Bacon Act that were awarded on or between
January 1, 2015 and January 29, 2022, and that have not been renewed or extended on or after January 30, 2022. Executive Order 13658 does not apply to contracts subject only to the Davis
-
Bacon Related Acts regardless of when they were awarded.

If a contract is subject to Executive Order 13658, the
contractor must pay all covered workers at least $13.30 per hour (or the applicable wage rate listed on this wage
determination, if it is higher) for all hours spent performing on the contract in 2025. The applicable Executive Order minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under Executive Order 13658 is available at
www.dol.gov/whd/govcontracts.
178

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)).

----------------------------------------------------------------

The body of each wage determination lists the classifications and wage rates that have been found to be prevailing for the type(s) of construction and geographic area covered by the wage determination. The classifications are listed in alphabetical order under rate identifiers indicating whether the particular rate is a union rate (current union negotiated rate), a survey rate, a weighted union average rate, a state adopted rate, or a supplemental classification rate.

Union Rate Identifiers

A four
-
letter identifier beginning with characters other than
""SU"", ""UAVG"", ?SA?, or ?SC? denotes that a union rate was prevailing for that classification in the survey. Example:

PLUM0198
-
005 07/01/2024. PLUM is an identifier of the union
whose collectively bargained rate prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2024 in the example, is the effective date of the most current negotiated rate.

Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates
in the collective bargaining agreement (CBA) governing the classification.

Union Average Rate Identifiers

The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE:

UAVG
-
OH
-
0010 01/01/2024. UAVG indicates that the rate is a
weighted union average rate. OH indicates the State of Ohio.

The next number, 0010 in the example, is an internal number used in producing the wage determination. The date, 01/01/2024 in the example, indicates the date the wage determination was updated to reflect the most current union average rate.

A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the
179

collective bargaining agreements on which the rate is based.

Survey Rate Identifiers

The ""SU"" identifier indicates that either a single non -
union
rate prevailed (as defined in 29 CFR 1.2) for this
classification in the survey or that the rate was derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As a weighted average rate includes all rates reported in the survey, it may include both union and non
-
union rates. Example: SUFL2022
-
007
6/27/2024. SU indicates the rate is a single non
-
union
prevailing rate or a weighted average of survey data for that classification. FL indicates the State of Florida. 2022 is the year of the survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 6/27/2024 in the example, indicates the survey completion date for the classifications and rates under that identifier.

?SU? wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(1).

State Adopted Rate Identifiers

The ""SA"" identifier indicates that the classifications and prevailing wage rates set by a state (or local) government were adopted under 29 C.F.R 1.3(g)
-
(h). Example: SAME2023
-
007
01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination.

The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the ?SA? identifier took effect under state law in the state from which the rates were adopted.

-----------------------------------------------------------

WAGE DETERMINATION APPEALS PROCESS

1) Has there been an initial decision in the matter? This can be:

a) a survey underlying a wage determination

b) an existing published wage determination
c) an initial WHD letter setting forth a position on
a wage determination matter
d) an initial conformance (additional classification
and rate) determination
180

On survey related matters, initial contact, including requests for summaries of surveys, should be directed to the WHD Branch of Wage Surveys. Requests can be submitted via email to [email protected] or by mail to:

Branch of Wage Surveys

Wage and Hour Division

U.S. Department of Labor

200 Constitution Avenue, N.W.

Washington, DC 20210

Regarding any other wage determination matter such as
conformance decisions, requests for initial decisions should be directed to the WHD Branch of Construction Wage Determinations.

Requests can be submitted via email to BCWD
-
[email protected] or
by mail to:

Branch of Construction Wage Determinations

Wage and Hour Division

U.S. Department of Labor

200 Constitution Avenue, N.W.

Washington, DC 20210

2) If an initial decision has been issued, then any interested party (those affected by the action) that disagrees with the decision can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7).

Requests for review and reconsideration can be submitted via email to [email protected] or by mail to:

Wage and Hour Administrator

U.S. Department of Labor

200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board

U.S. Department of Labor

200 Constitution Avenue, N.W.

Washington, DC 20210.

181

================================================================

END OF GENERAL DECISION"

182

EXHIBIT “H” - FHWA 1273
183
FHWA-1273 – Revised October 23, 2023

REQUIRED CONTRACT PROVISIONS FEDERAL-AID

CONSTRUCTION CONTRACTS

I. General
II. Nondiscrimination
III. Non-segregated Facilities
IV. Davis-Bacon and Related Act Provisions
V. Contract Work Hours and Safety Standards Act
Provisions
VI. Subletting or Assigning the Contract
VII. Safety: Accident Prevention
VIII. False Statements Concerning Highway Projects
IX. Implementation of Clean Air Act and Federal Water
Pollution Control Act
X. Certification Regarding Debarment, Suspension,
Ineligibility and Voluntary Exclusion
XI. Certification Regarding Use of Contract Funds for
Lobbying
XII. Use of United States-Flag Vessels:

ATTACHMENTS

A. Employment and Materials Preference for Appalachian
Development Highway System or Appalachian Local Access
Road Contracts (included in Appalachian contracts only)

I. GENERAL

1. Form FHWA-1273 must be physically incorporated
in each construction contract funded under title 23, United States Code, as required in 23 CFR 633.102(b) (excluding emergency contracts solely intended for debris removal). The contractor (or subcontractor) must insert this form in each subcontract and further require its inclusion in all lower tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services). 23 CFR 633.102(e).

The applicable requirements of Form FHWA-1273 are
incorporated by reference for work done under any purchase order, rental agreement or agreement for other services. The prime contractor shall be responsible for compliance by any subcontractor, lower-tier subcontractor or service provider. 23 CFR 633.102(e).

Form FHWA-1273 must be included in all Federal-aid
designbuild contracts, in all subcontracts and in lower tier subcontracts (excluding subcontracts for design services, purchase orders, rental agreements and other agreements for supplies or services) in accordance with 23 CFR
633.102. The design-builder shall be responsible for
compliance by any subcontractor, lower-tier subcontractor or service provider.

Contracting agencies may reference Form FHWA-1273 in
solicitation-for-bids or request-for-proposals documents, however, the Form FHWA-1273 must be physically
incorporated (not referenced) in all contracts, subcontracts and lower-tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or
services related to a construction contract). 23 CFR
633.102(b).

2. Subject to the applicability criteria noted in the
following sections, these contract provisions shall apply to all work performed on the contract by the contractor's own
organization and with the assistance of workers under the contractor's immediate superintendence and to all work
performed on the contract by piecework, station work, or by subcontract. 23 CFR 633.102(d).

3. A breach of any of the stipulations contained in
these Required Contract Provisions may be sufficient grounds for withholding of progress payments, withholding of final payment, termination of the contract, suspension / debarment or any other action determined to be appropriate by the contracting agency and FHWA.

4. Selection of Labor: During the performance of this
contract, the contractor shall not use convict labor for any purpose within the limits of a construction project on a Federal- aid highway unless it is labor performed by convicts who are on parole, supervised release, or probation. 23 U.S.C. 114(b).

The term Federal-aid highway does not include roadways
functionally classified as local roads or rural minor collectors. 23 U.S.C. 101(a).

II. NONDISCRIMINATION (23 CFR 230.107(a); 23 CFR Part
230, Subpart A, Appendix A; EO 11246)

The provisions of this section related to 23 CFR Part 230, Subpart A, Appendix A are applicable to all Federal-aid construction contracts and to all related construction
subcontracts of $10,000 or more. The provisions of 23 CFR Part 230 are not applicable to material supply, engineering, or architectural service contracts.

In addition, the contractor and all subcontractors must comply with the following policies: Executive Order 11246, 41 CFR Part 60, 29 CFR Parts 1625-1627, 23 U.S.C. 140, Section 504 of the Rehabilitation Act of 1973, as amended (29 U.S.C. 794), Title VI of the Civil Rights Act of 1964, as amended (42 U.S.C. 2000d et seq.), and related regulations including 49 CFR Parts 21, 26, and 27; and 23 CFR Parts 200, 230, and 633.

The contractor and all subcontractors must comply with: the requirements of the Equal Opportunity Clause in 41 CFR
601.4(b) and, for all construction contracts exceeding $10,000, the Standard Federal Equal Employment Opportunity
Construction Contract Specifications in 41 CFR 60-4.3.

Note: The U.S. Department of Labor has exclusive authority to determine compliance with Executive Order 11246 and the policies of the Secretary of Labor including 41 CFR Part 60, and 29 CFR Parts 1625-1627. The contracting agency and the FHWA have the authority and the responsibility to ensure compliance with 23 U.S.C. 140, Section 504 of the
Rehabilitation Act of 1973, as amended (29 U.S.C. 794), and Title VI of the Civil Rights Act of 1964, as amended (42 U.S.C. 2000d et seq.), and related regulations including 49 CFR Parts 21, 26, and 27; and 23 CFR Parts 200, 230, and 633.

184
FHWA-1273 – Revised October 23, 2023

The following provision is adopted from 23 CFR Part 230, Subpart A, Appendix A, with appropriate revisions to conform to the U.S. Department of Labor (US DOL) and FHWA
requirements.

1. Equal Employment Opportunity: Equal Employment
Opportunity (EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (see 28 CFR Part 35, 29 CFR Part 1630, 29 CFR Parts 1625-1627, 41 CFR Part 60 and 49 CFR Part 27) and orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140, shall constitute the EEO and specific affirmative action standards for the contractor's project activities under this contract. The provisions of the Americans with Disabilities Act of 1990 (42 U.S.C. 12101 et seq.) set forth under 28 CFR Part 35 and 29 CFR Part 1630 are incorporated by reference in this contract. In the execution of this contract, the contractor agrees to comply with the following minimum specific requirement activities of EEO:

a. The contractor will work with the contracting agency and the Federal Government to ensure that it has made every good faith effort to provide equal opportunity with respect to all of its terms and conditions of employment and in their review of activities under the contract. 23 CFR 230.409 (g)(4) & (5).

b. The contractor will accept as its operating policy the following statement:

"It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, sexual orientation, gender identity, color, national origin, age or disability. Such action shall include: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship, pre-
apprenticeship, and/or on-the-job
training."

2. EEO Officer: The contractor will designate and
make known to the contracting officers an EEO Officer who will have the responsibility for and must be capable of effectively administering and promoting an active EEO
program and who must be assigned adequate authority and responsibility to do so.

3. Dissemination of Policy: All members of the
contractor's staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action or are substantially involved in such action, will be made fully cognizant of and will implement the contractor's EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum:

a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the contractor's EEO policy and its implementation will be
reviewed and explained. The meetings will be conducted by the EEO Officer or other knowledgeable company official.

b. All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their reporting for duty with the contractor.

c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contractor's procedures for locating and hiring minorities and women.

d. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily accessible to employees, applicants for employment and potential employees.

e. The contractor's EEO policy and the procedures to
implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or
other appropriate means.

4. Recruitment: When advertising for employees, the
contractor will include in all advertisements for employees the notation: "An Equal Opportunity Employer." All such
advertisements will be placed in publications having a large circulation among minorities and women in the area from which the project work force would normally be derived.

a. The contractor will, unless precluded by a valid
bargaining agreement, conduct systematic and direct
recruitment through public and private employee referral sources likely to yield qualified minorities and women. To meet this requirement, the contractor will identify sources of potential minority group employees and establish with such identified sources procedures whereby minority and women applicants may be referred to the contractor for employment consideration.

b. In the event the contractor has a valid bargaining
agreement providing for exclusive hiring hall referrals, the contractor is expected to observe the provisions of that agreement to the extent that the system meets the contractor's compliance with EEO contract provisions. Where
implementation of such an agreement has the effect of
discriminating against minorities or women, or obligates the contractor to do the same, such implementation violates Federal nondiscrimination provisions.

c. The contractor will encourage its present employees to refer minorities and women as applicants for employment.

Information and procedures with regard to referring such applicants will be discussed with employees.

5. Personnel Actions: Wages, working conditions, and
employee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, sexual orientation, gender identity, national origin, age or disability.

The following procedures shall be followed:

a. The contractor will conduct periodic inspections of project sites to ensure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel.

b. The contractor will periodically evaluate the spread of wages paid within each classification to determine any
evidence of discriminatory wage practices.
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c. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the contractor will promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons.

d. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with its obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective action within a reasonable time. If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the contractor will inform every complainant of all of their avenues of appeal.

6. Training and Promotion:

a. The contractor will assist in locating, qualifying, and increasing the skills of minorities and women who are
applicants for employment or current employees. Such efforts should be aimed at developing full journey level status employees in the type of trade or job classification involved.

b. Consistent with the contractor's work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs (i.e., apprenticeship and on-the-job training programs for the geographical area of contract performance). In the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision. The contracting agency may reserve
training positions for persons who receive welfare assistance in accordance with 23 U.S.C. 140(a).

c. The contractor will advise employees and applicants for employment of available training programs and entrance
requirements for each.

d. The contractor will periodically review the training and promotion potential of employees who are minorities and women and will encourage eligible employees to apply for such training and promotion.

7. Unions: If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use good faith efforts to obtain the cooperation of such unions to increase opportunities for minorities and women. 23 CFR 230.409. Actions by the contractor, either directly or through a contractor's association acting as agent, will include the procedures set forth below:

a. The contractor will use good faith efforts to develop, in
cooperation with the unions, joint training programs aimed toward qualifying more minorities and women for membership in the unions and increasing the skills of minorities and women so that they may qualify for higher paying employment.

b. The contractor will use good faith efforts to
incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, sexual orientation, gender identity, national origin, age, or disability.

c. The contractor is to obtain information as to the
referral
practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the contracting agency and shall set forth what efforts have been made to obtain such information.

d. In the event the union is unable to provide the
contractor
with a reasonable flow of referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex, sexual orientation, gender identity, national origin, age, or disability; making full efforts to obtain qualified and/or qualifiable minorities and women. The failure of a union to provide sufficient referrals (even though it is obligated to provide exclusive referrals under the terms of a collective bargaining agreement) does not relieve the contractor from the
requirements of this paragraph. In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the contracting agency.

8. Reasonable Accommodation for Applicants /
Employees with Disabilities: The contractor must be familiar with the requirements for and comply with the Americans with Disabilities Act and all rules and regulations established thereunder. Employers must provide reasonable
accommodation in all employment activities unless to do so would cause an undue hardship.

9. Selection of Subcontractors, Procurement of
Materials and Leasing of Equipment: The contractor shall not discriminate on the grounds of race, color, religion, sex, sexual orientation, gender identity, national origin, age, or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment.

The contractor shall take all necessary and reasonable steps to ensure nondiscrimination in the administration of this contract.

a. The contractor shall notify all potential subcontractors, suppliers, and lessors of their EEO obligations under this contract.

b. The contractor will use good faith efforts to ensure subcontractor compliance with their EEO obligations.

10. Assurances Required:

a. The requirements of 49 CFR Part 26 and the State
DOT’s FHWA-approved Disadvantaged Business Enterprise
(DBE) program are incorporated by reference.

b. The contractor, subrecipient or subcontractor shall
not
discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry 186
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out applicable requirements of 49 CFR part 26 in the award and administration of DOT-assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the recipient deems
appropriate, which may include, but is not limited to:
(1) Withholding monthly progress payments;
(2) Assessing sanctions;
(3) Liquidated damages; and/or
(4) Disqualifying the contractor from future bidding as nonresponsible.
c. The Title VI and nondiscrimination provisions of U.S.

DOT Order 1050.2A at Appendixes A and E are incorporated by reference. 49 CFR Part 21.

11. Records and Reports: The contractor shall keep such records as necessary to document compliance with the EEO requirements. Such records shall be retained for a period of three years following the date of the final payment to the contractor for all contract work and shall be available at reasonable times and places for inspection by authorized representatives of the contracting agency and the FHWA.

a. The records kept by the contractor shall document the following:

(1) The number and work hours of minority and
nonminority group members and women employed in each
work classification on the project;

(2) The progress and efforts being made in cooperation
with unions, when applicable, to increase employment
opportunities for minorities and women; and

(3) The progress and efforts being made in locating,
hiring, training, qualifying, and upgrading minorities and women.

b. The contractors and subcontractors will submit an annual report to the contracting agency each July for the duration of the project indicating the number of minority, women, and nonminority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form FHWA-1391. The staffing data should represent the project work force on board in all or any part of the last payroll period preceding the end of July. If on-the-job training is being required by special provision, the contractor will be required to collect and report training data. The employment data should reflect the work force on board during all or any part of the last payroll period preceding the end of July.

III. NONSEGREGATED FACILITIES

This provision is applicable to all Federal-aid construction contracts and to all related construction subcontracts of more than $10,000. 41 CFR 60-1.5.

As prescribed by 41 CFR 60-1.8, the contractor must ensure that facilities provided for employees are provided in such a manner that segregation on the basis of race, color, religion, sex, sexual orientation, gender identity, or national origin cannot result. The contractor may neither require such segregated use by written or oral policies nor tolerate such use by employee custom. The contractor's obligation extends further to ensure that its employees are not assigned to perform their services at any location under the contractor's control where the facilities are segregated. The term "facilities" includes waiting rooms, work areas, restaurants and other eating areas, time clocks, restrooms, washrooms, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas,
transportation, and housing provided for employees. The contractor shall provide separate or single-user restrooms and necessary dressing or sleeping areas to assure privacy
between sexes.

IV. DAVIS-BACON AND RELATED ACT PROVISIONS
This section is applicable to all Federal-aid construction projects exceeding $2,000 and to all related subcontracts and lower-tier subcontracts (regardless of subcontract size), in accordance with 29 CFR 5.5. The requirements apply to all projects located within the right-of-way of a roadway that is functionally classified as Federal-aid highway. 23 U.S.C. 113.

This excludes roadways functionally classified as local roads or rural minor collectors, which are exempt. 23 U.S.C. 101.

Where applicable law requires that projects be treated as a project on a Federal-aid highway, the provisions of this subpart will apply regardless of the location of the project. Examples include: Surface Transportation Block Grant Program projects funded under 23 U.S.C. 133 [excluding recreational trails projects], the Nationally Significant Freight and Highway Projects funded under 23 U.S.C. 117, and National Highway Freight Program projects funded under 23 U.S.C. 167.

The following provisions are from the U.S. Department of Labor regulations in 29 CFR 5.5 “Contract provisions and related matters” with minor revisions to conform to the FHWA1273 format and FHWA program requirements.

1. Minimum wages (29 CFR 5.5)
a. Wage rates and fringe benefits. All laborers and
mechanics employed or working upon the site of the work (or otherwise working in construction or development of the project under a development statute), will be paid
unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account
(except such payroll deductions as are permitted by
regulations issued by the Secretary of Labor under the
Copeland Act (29 CFR part 3)), the full amount of basic hourly wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the
Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. As provided in paragraphs (d) and (e) of 29 CFR 5.5, the appropriate wage determinations are effective by operation of law even if they have not been attached to the contract. Contributions made or costs reasonably anticipated for bona fide fringe benefits under the Davis-Bacon Act (40 U.S.C. 3141(2)(B)) on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph 1.e. of this section; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are
deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics must be paid the 187
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appropriate wage rate and fringe benefits on the wage
determination for the classification(s) of work actually performed, without regard to skill, except as provided in paragraph 4. of this section. Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, That the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classifications and wage rates conformed under paragraph 1.c. of this section) and the Davis-Bacon poster (WH–1321) must be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. b. Frequently recurring classifications. (1) In addition to wage and fringe benefit rates that have been determined to be prevailing under the procedures set forth in 29 CFR part 1, a wage determination may contain, pursuant to § 1.3(f), wage and fringe benefit rates for classifications of laborers and mechanics for which conformance requests are regularly
submitted pursuant to paragraph 1.c. of this section, provided that:
(i) The work performed by the classification is not
performed by a classification in the wage determination for which a prevailing wage rate has been determined;
(ii) The classification is used in the area by the
construction industry; and
(iii) The wage rate for the classification bears a
reasonable relationship to the prevailing wage rates
contained in the wage determination.
(2) The Administrator will establish wage rates for such classifications in accordance with paragraph 1.c.(1)(iii) of this section. Work performed in such a classification must be paid at no less than the wage and fringe benefit rate listed on the wage determination for such classification.
c. Conformance. (1) The contracting officer must require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract be classified in conformance with the wage determination. Conformance of an additional
classification and wage rate and fringe benefits is appropriate only when the following criteria have been met:
(i) The work to be performed by the classification
requested is not performed by a classification in the wage determination; and
(ii) The classification is used in the area by the
construction industry; and
(iii) The proposed wage rate, including any bona fide
fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination.
(2) The conformance process may not be used to split,
subdivide, or otherwise avoid application of classifications listed in the wage determination.
(3) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their
representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken will be sent by the contracting officer by email to [email protected]. The Administrator, or an
authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30–day period that additional time is necessary.
(4) In the event the contractor, the laborers or
mechanics to be employed in the classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer will, by email to [email protected], refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30–day period that additional time is necessary.
(5) The contracting officer must promptly notify the
contractor of the action taken by the Wage and Hour Division under paragraphs 1.c.(3) and (4) of this section. The contractor must furnish a written copy of such determination to each affected worker or it must be posted as a part of the wage determination. The wage rate (including fringe benefits where appropriate) determined pursuant to paragraph 1.c.(3) or (4) of this section must be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification.
d. Fringe benefits not expressed as an hourly rate.

Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor may either pay the benefit as stated in the wage determination or may pay another bona fide fringe benefit or an hourly cash equivalent thereof.
e. Unfunded plans. If the contractor does not make
payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, in accordance with the criteria set forth in § 5.28, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the
contractor to set aside in a separate account assets for the meeting of obligations under the plan or program.
f. Interest. In the event of a failure to pay all or part of the
wages required by the contract, the contractor will be required to pay interest on any underpayment of wages.

2. Withholding (29 CFR 5.5)
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a. Withholding requirements. The contracting agency
may,
upon its own action, or must, upon written request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor so much of the accrued payments or advances as may be considered
necessary to satisfy the liabilities of the prime contractor or any subcontractor for the full amount of wages and monetary relief, including interest, required by the clauses set forth in this section for violations of this contract, or to satisfy any such liabilities required by any other Federal contract, or federally assisted contract subject to Davis-Bacon labor standards, that is held by the same prime contractor (as defined in § 5.2). The necessary funds may be withheld from the contractor under this contract, any other Federal contract with the same prime contractor, or any other federally assisted contract that is subject to Davis-Bacon labor standards requirements and is held by the same prime contractor, regardless of whether the other contract was awarded or assisted by the same agency, and such funds may be used to satisfy the contractor liability for which the funds were withheld. In the event of a
contractor's failure to pay any laborer or mechanic, including any apprentice or helper working on the site of the work all or part of the wages required by the contract, or upon the contractor's failure to submit the required records as discussed in paragraph 3.d. of this section, the contracting agency may on its own initiative and after written notice to the contractor, take such action as may be necessary to cause the
suspension of any further payment, advance, or guarantee of funds until such violations have ceased.
b. Priority to withheld funds. The Department has
priority to funds withheld or to be withheld in accordance with paragraph

2.a. of this section or Section V, paragraph 3.a., or both, over claims to those funds by:
(1) A contractor's surety(ies), including without limitation performance bond sureties and payment bond sureties;
(2) A contracting agency for its reprocurement costs;
(3) A trustee(s) (either a court-appointed trustee or a U.S. trustee, or both) in bankruptcy of a contractor, or a contractor's bankruptcy estate;
(4) A contractor's assignee(s);
(5) A contractor's successor(s); or
(6) A claim asserted under the Prompt Payment Act, 31
U.S.C. 3901–3907.

3. Records and certified payrolls (29 CFR 5.5)
a. Basic record requirements (1) Length of record retention. All regular payrolls and other basic records must be maintained by the contractor and any subcontractor during the course of the work and preserved for all laborers and mechanics working at the site of the work (or otherwise working in construction or development of the project under a development statute) for a period of at least 3 years after all the work on the prime contract is completed.
(2) Information required. Such records must contain the name; Social Security number; last known address, telephone number, and email address of each such worker; each
worker's correct classification(s) of work actually performed; hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in 40 U.S.C. 3141(2)(B) of the Davis-Bacon Act); daily and weekly number of hours actually worked in total and on each covered contract; deductions made; and actual wages paid.
(3) Additional records relating to fringe benefits.

Whenever the Secretary of Labor has found under paragraph

1.e. of this section that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in 40 U.S.C. 3141(2)(B) of the Davis-Bacon Act, the contractor must maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits.
(4) Additional records relating to apprenticeship.

Contractors with apprentices working under approved
programs must maintain written evidence of the registration of apprenticeship programs, the registration of the apprentices, and the ratios and wage rates prescribed in the applicable programs.
b. Certified payroll requirements (1) Frequency and method of submission. The contractor or subcontractor must submit weekly, for each week in which any DBA- or Related
Actscovered work is performed, certified payrolls to the contracting agency. The prime contractor is responsible for the submission of all certified payrolls by all subcontractors. A contracting agency or prime contractor may permit or require contractors to submit certified payrolls through an electronic system, as long as the electronic system requires a legally valid electronic signature; the system allows the contractor, the contracting agency, and the Department of Labor to access the certified payrolls upon request for at least 3 years after the work on the prime contract has been completed; and the
contracting agency or prime contractor permits other methods of submission in situations where the contractor is unable or limited in its ability to use or access the electronic system. (2) Information required. The certified payrolls submitted must set out accurately and completely all of the information required to be maintained under paragraph 3.a.(2) of this section, except that full Social Security numbers and last known addresses, telephone numbers, and email addresses must not be included on weekly transmittals. Instead, the certified payrolls need only include an individually identifying number for each worker ( e.g., the last four digits of the worker's Social Security number). The required weekly
certified payroll information may be submitted using Optional Form WH–347 or in any other format desired. Optional Form WH–347 is available for this purpose from the Wage and Hour Division website at https://www.dol.gov/sites/dolgov/files/WHD/ legacy/files/wh347/.pdf or its successor website. It is not a violation of this section for a prime contractor to require a subcontractor to provide full Social Security numbers and last known addresses, telephone numbers, and email addresses to 189
FHWA-1273 – Revised October 23, 2023

the prime contractor for its own records, without weekly submission by the subcontractor to the contracting agency. (3) Statement of Compliance. Each certified payroll
submitted must be accompanied by a “Statement of
Compliance,” signed by the contractor or subcontractor, or the contractor's or subcontractor's agent who pays or supervises the payment of the persons working on the contract, and must certify the following:
(i) That the certified payroll for the payroll period
contains the information required to be provided under
paragraph 3.b. of this section, the appropriate information and basic records are being maintained under paragraph

3.a. of this section, and such information and records are correct and complete;
(ii) That each laborer or mechanic (including each
helper and apprentice) working on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in 29 CFR part 3; and
(iii) That each laborer or mechanic has been paid not
less than the applicable wage rates and fringe benefits or cash equivalents for the classification(s) of work actually performed, as specified in the applicable wage determination incorporated into the contract.
(4) Use of Optional Form WH–347. The weekly
submission of a properly executed certification set forth on the reverse side of Optional Form WH–347 will satisfy the
requirement for submission of the “Statement of Compliance” required by paragraph 3.b.(3) of this section.
(5) Signature. The signature by the contractor,
subcontractor, or the contractor's or subcontractor's agent must be an original handwritten signature or a legally valid electronic signature.
(6) Falsification. The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under 18 U.S.C. 1001 and 31 U.S.C. 3729.
(7) Length of certified payroll retention. The contractor or subcontractor must preserve all certified payrolls during the course of the work and for a period of 3 years after all the work on the prime contract is completed.
c. Contracts, subcontracts, and related documents. The
contractor or subcontractor must maintain this contract or subcontract and related documents including, without
limitation, bids, proposals, amendments, modifications, and extensions. The contractor or subcontractor must preserve these contracts, subcontracts, and related documents during the course of the work and for a period of 3 years after all the work on the prime contract is completed.
d. Required disclosures and access (1) Required record
disclosures and access to workers. The contractor or
subcontractor must make the records required under
paragraphs 3.a. through 3.c. of this section, and any other documents that the contracting agency, the State DOT, the FHWA, or the Department of Labor deems necessary to
determine compliance with the labor standards provisions of any of the applicable statutes referenced by § 5.1, available for inspection, copying, or transcription by authorized
representatives of the contracting agency, the State DOT, the FHWA, or the Department of Labor, and must permit such
representatives to interview workers during working hours on the job.
(2) Sanctions for non-compliance with records and
worker access requirements. If the contractor or subcontractor fails to submit the required records or to make them available, or refuses to permit worker interviews during working hours on the job, the Federal agency may, after written notice to the contractor, sponsor, applicant, owner, or other entity, as the case may be, that maintains such records or that employs such workers, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available, or to permit worker interviews during working hours on the job, may be grounds for debarment action pursuant to § 5.12. In addition, any contractor or other person that fails to submit the required records or make those records available to WHD within the time WHD requests that the records be produced will be
precluded from introducing as evidence in an administrative proceeding under 29 CFR part 6 any of the required records that were not provided or made available to WHD. WHD will take into consideration a reasonable request from the
contractor or person for an extension of the time for
submission of records. WHD will determine the
reasonableness of the request and may consider, among other things, the location of the records and the volume of
production.
(3) Required information disclosures. Contractors and
subcontractors must maintain the full Social Security number and last known address, telephone number, and email address of each covered worker, and must provide them upon request to the contracting agency, the State DOT, the FHWA, the contractor, or the Wage and Hour Division of the Department of Labor for purposes of an investigation or other compliance action.

4. Apprentices and equal employment opportunity (29 CFR

5.5)
a. Apprentices (1) Rate of pay. Apprentices will be permitted to work at less than the predetermined rate for the work they perform when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship (OA), or with a State Apprenticeship Agency recognized by the OA. A person who is not individually registered in the program, but who has been certified by the OA or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice, will be permitted to work at less than the
predetermined rate for the work they perform in the first 90 days of probationary employment as an apprentice in such a program. In the event the OA or a State Apprenticeship
Agency recognized by the OA withdraws approval of an
apprenticeship program, the contractor will no longer be permitted to use apprentices at less than the applicable 190
FHWA-1273 – Revised October 23, 2023

predetermined rate for the work performed until an acceptable program is approved.
(2) Fringe benefits. Apprentices must be paid fringe
benefits in accordance with the provisions of the
apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringe benefits must be paid in accordance with that determination.
(3) Apprenticeship ratio. The allowable ratio of
apprentices to journeyworkers on the job site in any craft classification must not be greater than the ratio permitted to the contractor as to the entire work force under the registered program or the ratio applicable to the locality of the project pursuant to paragraph 4.a.(4) of this section. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated in paragraph 4.a.(1) of this section, must be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under this section must be paid not less than the applicable wage rate on the wage determination for the work actually performed. (4) Reciprocity of ratios and wage rates. Where a
contractor is performing construction on a project in a locality other than the locality in which its program is registered, the ratios and wage rates (expressed in percentages of the
journeyworker's hourly rate) applicable within the locality in which the construction is being performed must be observed. If there is no applicable ratio or wage rate for the locality of the project, the ratio and wage rate specified in the contractor's registered program must be observed.
b. Equal employment opportunity. The use of
apprentices and journeyworkers under this part must be in conformity with the equal employment opportunity
requirements of Executive Order 11246, as amended, and 29 CFR part 30.
c. Apprentices and Trainees (programs of the U.S.

DOT).

Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal-aid highway construction programs are not
subject to the requirements of paragraph 4 of this Section IV. 23 CFR 230.111(e)(2). The straight time hourly wage rates for apprentices and trainees under such programs will be
established by the particular programs. The ratio of
apprentices and trainees to journeyworkers shall not be greater than permitted by the terms of the particular program.

5. Compliance with Copeland Act requirements.

The contractor shall comply with the requirements of 29 CFR part 3, which are incorporated by reference in this contract as provided in 29 CFR 5.5.

6. Subcontracts. The contractor or subcontractor must
insert FHWA-1273 in any subcontracts, along with the
applicable wage determination(s) and such other clauses or contract modifications as the contracting agency may by appropriate instructions require, and a clause requiring the subcontractors to include these clauses and wage
determination(s) in any lower tier subcontracts. The prime contractor is responsible for the compliance by any
subcontractor or lower tier subcontractor with all the contract clauses in this section. In the event of any violations of these clauses, the prime contractor and any subcontractor(s)
responsible will be liable for any unpaid wages and monetary relief, including interest from the date of the underpayment or loss, due to any workers of lower-tier subcontractors, and may be subject to debarment, as appropriate. 29 CFR 5.5.

7. Contract termination: debarment. A breach of the
contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12.

8. Compliance with Davis-Bacon and Related Act
requirements. All rulings and interpretations of the
DavisBacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by reference in this contract as provided in 29 CFR 5.5.

9. Disputes concerning labor standards. As
provided in 29 CFR 5.5, disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the
Department of Labor set forth in 29 CFR parts 5, 6, and 7.

Disputes within the meaning of this clause include disputes between the contractor
(or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their
representatives.

10. Certification of eligibility. a. By entering into this contract, the contractor certifies that neither it nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of 40 U.S.C. 3144(b) or § 5.12(a).
b. No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of 40 U.S.C. 3144(b) or § 5.12(a).
c. The penalty for making false statements is prescribed in the U.S. Code, Title 18 Crimes and Criminal Procedure, 18 U.S.C. 1001.

11. Anti-retaliation. It is unlawful for any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, or to cause any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, any worker or job applicant for:
a. Notifying any contractor of any conduct which the
worker
reasonably believes constitutes a violation of the DBA, Related Acts, this part, or 29 CFR part 1 or 3;
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FHWA-1273 – Revised October 23, 2023

b. Filing any complaint, initiating or causing to be
initiated
any proceeding, or otherwise asserting or seeking to assert on behalf of themselves or others any right or protection under the DBA, Related Acts, this part, or 29 CFR part 1 or 3;
c. Cooperating in any investigation or other compliance action, or testifying in any proceeding under the DBA, Related Acts, this part, or 29 CFR part 1 or 3; or
d. Informing any other person about their rights under
the DBA, Related Acts, this part, or 29 CFR part 1 or 3.

V. CONTRACT WORK HOURS AND SAFETY STANDARDS
ACT
Pursuant to 29 CFR 5.5(b), the following clauses apply to any Federal-aid construction contract in an amount in excess of $100,000 and subject to the overtime provisions of the
Contract Work Hours and Safety Standards Act. These
clauses shall be inserted in addition to the clauses required by 29 CFR 5.5(a) or 29 CFR 4.6. As used in this paragraph, the terms laborers and mechanics include watchpersons and
guards.

1. Overtime requirements. No contractor or
subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or
mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. 29 CFR 5.5.

2. Violation; liability for unpaid wages; liquidated
damages. In the event of any violation of the clause set forth in paragraph 1. of this section the contractor and any
subcontractor responsible therefor shall be liable for the unpaid wages and interest from the date of the underpayment.

In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchpersons and guards, employed in violation of the clause set forth in paragraph 1. of this section, in the sum currently provided in 29 CFR 5.5(b)(2)* for each calendar day on which such individual was required or
permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph 1. of this section.
* $31 as of January 15, 2023 (See 88 FR 88 FR 2210) as may be adjusted annually by the Department of Labor, pursuant to the Federal Civil Penalties Inflation Adjustment Act of 1990.

3. Withholding for unpaid wages and liquidated damages
a. Withholding process. The FHWA or the contracting
agency may, upon its own action, or must, upon written
request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor so much of the accrued payments or advances as may be
considered necessary to satisfy the liabilities of the prime contractor or any subcontractor for any unpaid wages;
monetary relief, including interest; and liquidated damages required by the clauses set forth in this section on this contract, any other Federal contract with the same prime contractor, or any other federally assisted contract subject to the Contract Work Hours and Safety Standards Act that is held by the same prime contractor (as defined in § 5.2). The necessary funds may be withheld from the contractor under this contract, any other Federal contract with the same prime contractor, or any other federally assisted contract that is subject to the Contract Work Hours and Safety Standards Act and is held by the same prime contractor, regardless of whether the other contract was awarded or assisted by the same agency, and such funds may be used to satisfy the
contractor liability for which the funds were withheld. b. Priority to withheld funds. The Department has priority to funds withheld or to be withheld in accordance with Section IV paragraph 2.a. or paragraph 3.a. of this section, or both, over claims to those funds by:
(1) A contractor's surety(ies), including without limitation performance bond sureties and payment bond sureties;
(2) A contracting agency for its reprocurement costs;
(3) A trustee(s) (either a court-appointed trustee or a U.S. trustee, or both) in bankruptcy of a contractor, or a contractor's bankruptcy estate;
(4) A contractor's assignee(s);
(5) A contractor's successor(s); or
(6) A claim asserted under the Prompt Payment Act, 31
U.S.C. 3901–3907.

4. Subcontracts. The contractor or subcontractor must
insert in any subcontracts the clauses set forth in paragraphs

1. through 5. of this section and a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor is responsible for
compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs 1. through 5. In the event of any violations of these clauses, the prime contractor and any subcontractor(s) responsible will be liable for any unpaid wages and monetary relief, including interest from the date of the underpayment or loss, due to any workers of lowertier subcontractors, and associated liquidated damages and may be subject to debarment, as appropriate.

5. Anti-retaliation. It is unlawful for any person to
discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, or to cause any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, any worker or job applicant for:
a. Notifying any contractor of any conduct which the
worker
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reasonably believes constitutes a violation of the Contract Work Hours and Safety Standards Act (CWHSSA) or its
implementing regulations in this part;
b. Filing any complaint, initiating or causing to be
initiated
any proceeding, or otherwise asserting or seeking to assert on behalf of themselves or others any right or protection under CWHSSA or this part;
c. Cooperating in any investigation or other compliance action, or testifying in any proceeding under CWHSSA or this part; or
d. Informing any other person about their rights under
CWHSSA or this part.

VI. SUBLETTING OR ASSIGNING THE CONTRACT

This provision is applicable to all Federal-aid construction contracts on the National Highway System pursuant to 23 CFR 635.116.

1. The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total original contract price, excluding any specialty items designated by the contracting agency. Specialty items may be performed by subcontract and the amount of any such
specialty items performed may be deducted from the total original contract price before computing the amount of work required to be performed by the contractor's own organization (23 CFR 635.116).

a. The term “perform work with its own organization” in paragraph 1 of Section VI refers to workers employed or leased by the prime contractor, and equipment owned or
rented by the prime contractor, with or without operators.

Such term does not include employees or equipment of a
subcontractor or lower tier subcontractor, agents of the prime contractor, or any other assignees. The term may include payments for the costs of hiring leased employees from an employee leasing firm meeting all relevant Federal and State regulatory requirements. Leased employees may only be
included in this term if the prime contractor meets all of the following conditions: (based on longstanding interpretation)

(1) the prime contractor maintains control over the
supervision of the day-to-day activities of the leased
employees;
(2) the prime contractor remains responsible for the
quality of the work of the leased employees;
(3) the prime contractor retains all power to accept or exclude individual employees from work on the project; and (4) the prime contractor remains ultimately responsible for the payment of predetermined minimum wages, the
submission of payrolls, statements of compliance and all other Federal regulatory requirements.

b. "Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid or propose on the contract as a whole and in general are to be limited to minor components of the overall contract. 23 CFR 635.102.

2. Pursuant to 23 CFR 635.116(a), the contract amount
upon which the requirements set forth in paragraph (1) of Section VI is computed includes the cost of material and manufactured products which are to be purchased or
produced by the contractor under the contract provisions.

3. Pursuant to 23 CFR 635.116(c), the contractor shall
furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract requirements, and is in charge of all construction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineering
services) as the contracting officer determines is necessary to assure the performance of the contract.

4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the contracting agency has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. (based on
longstanding interpretation of 23 CFR 635.116).

5. The 30-percent self-performance requirement of
paragraph (1) is not applicable to design-build contracts; however, contracting agencies may establish their own self- performance requirements. 23 CFR 635.116(d).

VII. SAFETY: ACCIDENT PREVENTION

This provision is applicable to all Federal-aid construction contracts and to all related subcontracts.

1. In the performance of this contract the contractor
shall comply with all applicable Federal, State, and local laws governing safety, health, and sanitation (23 CFR Part 635).

The contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the contracting officer may determine, to be reasonably necessary to protect the life and health of
employees on the job and the safety of the public and to protect property in connection with the performance of the work covered by the contract. 23 CFR 635.108.

2. It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any
subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, hazardous or dangerous to his/her health or safety, as determined under construction safety and health standards (29 CFR Part 1926) promulgated by the
Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 3704). 29 CFR 1926.10.

3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized
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FHWA-1273 – Revised October 23, 2023

representative thereof, shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C.
3704).

VIII. FALSE STATEMENTS CONCERNING HIGHWAY

PROJECTS

This provision is applicable to all Federal-aid construction contracts and to all related subcontracts.

In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, and workers on
Federalaid highway projects, it is essential that all persons concerned with the project perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or misrepresentation with respect to any facts related to the project is a violation of Federal law. To prevent any misunderstanding regarding the seriousness of these and similar acts, Form FHWA-1022 shall be posted on each
Federal-aid highway project (23 CFR Part 635) in one or more places where it is readily available to all persons concerned with the project:

18 U.S.C. 1020 reads as follows:

"Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false representation, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality of the work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction on any highway or related project submitted for approval to the Secretary of Transportation; or

Whoever knowingly makes any false statement, false
representation, false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation; or

Whoever knowingly makes any false statement or false
representation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal-aid Roads Act approved July 11, 1916, (39 Stat. 355), as
amended and supplemented;

Shall be fined under this title or imprisoned not more than 5 years or both."

IX. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL
WATER POLLUTION CONTROL ACT (42 U.S.C. 7606; 2 CFR
200.88; EO 11738)

This provision is applicable to all Federal-aid construction contracts in excess of $150,000 and to all related
subcontracts. 48 CFR 2.101; 2 CFR 200.327.

By submission of this bid/proposal or the execution of this contract or subcontract, as appropriate, the bidder, proposer, Federal-aid construction contractor, subcontractor, supplier, or vendor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. 7401-7671q) and the Federal Water Pollution Control Act, as amended (33 U.S.C. 1251-1387). Violations must be reported to the Federal Highway Administration and the Regional Office of the Environmental Protection Agency. 2 CFR Part 200, Appendix II.

The contractor agrees to include or cause to be included the requirements of this Section in every subcontract, and further agrees to take such action as the contracting agency may direct as a means of enforcing such requirements. 2 CFR 200.327.

X. CERTIFICATION REGARDING DEBARMENT,

SUSPENSION, INELIGIBILITY AND VOLUNTARY

EXCLUSION

This provision is applicable to all Federal-aid construction contracts, design-build contracts, subcontracts, lower-tier subcontracts, purchase orders, lease agreements, consultant contracts or any other covered transaction requiring FHWA approval or that is estimated to cost $25,000 or more – as defined in 2 CFR Parts 180 and 1200. 2 CFR 180.220 and 1200.220.

1. Instructions for Certification – First Tier Participants:

a. By signing and submitting this proposal, the
prospective first tier participant is providing the certification set out below.

b. The inability of a person to provide the certification set out below will not necessarily result in denial of
participation in this covered transaction. The prospective first tier participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the
department or agency's determination whether to enter into this transaction. However, failure of the prospective first tier participant to furnish a certification or an explanation shall disqualify such a person from participation in this transaction. 2 CFR 180.320.

c. The certification in this clause is a material
representation of fact upon which reliance was placed when the contracting agency determined to enter into this
transaction. If it is later determined that the prospective participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal
Government, the contracting agency may terminate this
transaction for cause of default. 2 CFR 180.325.

d. The prospective first tier participant shall provide immediate written notice to the contracting agency to whom this proposal is submitted if any time the prospective first tier participant learns that its certification was erroneous when 194
FHWA-1273 – Revised October 23, 2023

submitted or has become erroneous by reason of changed
circumstances. 2 CFR 180.345 and 180.350.

e. The terms "covered transaction," "debarred,"
"suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180, Subpart I, 180.900-180.1020, and 1200. “First Tier Covered Transactions” refers to any covered transaction between a recipient or subrecipient of Federal funds and a participant (such as the prime or general
contract). “Lower Tier Covered Transactions” refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). “First Tier Participant” refers to the participant who has entered into a covered transaction with a recipient or subrecipient of Federal funds (such as the prime or general contractor). “Lower Tier Participant” refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers).

f. The prospective first tier participant agrees by
submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction. 2 CFR 180.330.

g. The prospective first tier participant further agrees by submitting this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transactions," provided by the department or contracting agency, entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. 2 CFR 180.220 and 180.300.

h. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. 2 CFR 180.300; 180.320, and 180.325. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. 2 CFR 180.335. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the System for Award Management website (https://www.sam.gov/). 2 CFR 180.300, 180.320, and 180.325.

i. Nothing contained in the foregoing shall be
construed to require the establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of the prospective participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings.

j. Except for transactions authorized under paragraph
(f) of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default. 2 CFR 180.325.

* * * * *

2. Certification Regarding Debarment, Suspension,
Ineligibility and Voluntary Exclusion – First Tier
Participants:

a. The prospective first tier participant certifies to the best of its knowledge and belief, that it and its principals:

(1) Are not presently debarred, suspended, proposed
for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal
department or agency, 2 CFR 180.335;.

(2) Have not within a three-year period preceding this
proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State, or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property, 2 CFR 180.800;

(3) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph (a)(2) of this certification, 2 CFR 180.700 and 180.800; and

(4) Have not within a three-year period preceding this
application/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. 2 CFR 180.335(d).

(5) Are not a corporation that has been convicted of a
felony violation under any Federal law within the two-year period preceding this proposal (USDOT Order 4200.6
implementing
appropriations act requirements); and

(6) Are not a corporation with any unpaid Federal tax
liability that has been assessed, for which all judicial and administrative remedies have been exhausted, or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability (USDOT Order 4200.6 implementing appropriations act requirements).

b. Where the prospective participant is unable to certify to any of the statements in this certification, such prospective participant should attach an explanation to this proposal. 2 CFR 180.335 and 180.340.

* * * * *

3. Instructions for Certification - Lower Tier Participants:

(Applicable to all subcontracts, purchase orders, and other lower tier transactions requiring prior FHWA approval or estimated to cost $25,000 or more - 2 CFR Parts 180 and 1200). 2 CFR 180.220 and 1200.220.

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FHWA-1273 – Revised October 23, 2023

a. By signing and submitting this proposal, the
prospective lower tier participant is providing the certification set out below.

b. The certification in this clause is a material
representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department, or agency with which this transaction originated may pursue available
remedies, including suspension and/or debarment.

c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circumstances. 2 CFR 180.365.

d. The terms "covered transaction," "debarred,"
"suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180, Subpart I, 180.900 – 180.1020, and 1200.

You may contact the person to which this proposal is
submitted for assistance in obtaining a copy of those
regulations. “First Tier Covered Transactions” refers to any covered transaction between a recipient or subrecipient of Federal funds and a participant (such as the prime or general contract). “Lower Tier Covered Transactions” refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). “First Tier Participant” refers to the participant who has entered into a covered transaction with a recipient or subrecipient of Federal funds (such as the prime or general contractor). “Lower Tier Participant” refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers).

e. The prospective lower tier participant agrees by
submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this
transaction originated. 2 CFR 1200.220 and 1200.332.

f. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. 2 CFR 180.220 and 1200.220.

g. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the System for Award Management website (https://www.sam.gov/), which is compiled by the General Services Administration. 2 CFR 180.300, 180.320, 180.330, and 180.335.

h. Nothing contained in the foregoing shall be
construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings.

i. Except for transactions authorized under paragraph
e of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. 2 CFR 180.325.

* * * * *

4. Certification Regarding Debarment, Suspension,
Ineligibility and Voluntary Exclusion--Lower Tier
Participants:

a. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals:

(1) is presently debarred, suspended, proposed for
debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal
department or agency, 2 CFR 180.355;

(2) is a corporation that has been convicted of a felony violation under any Federal law within the two-year period preceding this proposal (USDOT Order 4200.6 implementing appropriations act requirements); and

(3) is a corporation with any unpaid Federal tax liability that has been assessed, for which all judicial and
administrative remedies have been exhausted, or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability. (USDOT Order 4200.6 implementing appropriations act requirements)

b. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant should attach an explanation to this proposal.

* * * * *

XI. CERTIFICATION REGARDING USE OF CONTRACT

FUNDS FOR LOBBYING

This provision is applicable to all Federal-aid construction contracts and to all related subcontracts which exceed
$100,000. 49 CFR Part 20, App. A.

1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that:
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FHWA-1273 – Revised October 23, 2023

a. No Federal appropriated funds have been paid or
will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or
cooperative agreement.

b. If any funds other than Federal appropriated funds
have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in
connection with this Federal contract, grant, loan, or
cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report
Lobbying," in accordance with its instructions.

2. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.

3. The prospective participant also agrees by
submitting its bid or proposal that the participant shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such recipients shall certify and disclose accordingly.

XII. USE OF UNITED STATES-FLAG VESSELS:

This requirement applies to material or equipment that is acquired for a specific Federal-aid highway project. 46 CFR 381.7. It is not applicable to goods or materials that come into inventories independent of an FHWA funded-contract.

When oceanic shipments (or shipments across the Great
Lakes) are necessary for materials or equipment acquired for a specific Federal-aid construction project, the bidder, proposer, contractor, subcontractor, or vendor agrees:

1. To utilize privately owned United States-flag
commercial vessels to ship at least 50 percent of the gross tonnage (computed separately for dry bulk carriers, dry cargo liners, and tankers) involved, whenever shipping any
equipment, material, or commodities pursuant to this contract, to the extent such vessels are available at fair and reasonable rates for United States-flag commercial vessels. 46 CFR 381.7.

2. To furnish within 20 days following the date of
loading for shipments originating within the United States or within 30 working days following the date of loading for shipments originating outside the United States, a legible copy of a rated, ‘on-board’ commercial ocean bill-of-lading in English for each shipment of cargo described in paragraph (b)(1) of this section to both the Contracting Officer (through the prime contractor in the case of subcontractor bills-of- lading) and to the Office of Cargo and Commercial Sealift (MAR-620), Maritime
Administration, Washington, DC 20590. (MARAD requires
copies of the ocean carrier's (master) bills of lading, certified onboard, dated, with rates and charges. These bills of lading may contain business sensitive information and therefore may be submitted directly to MARAD by the Ocean Transportation Intermediary on behalf of the contractor). 46 CFR 381.7.

197
Local Assistance Procedures Manual Exhibit 12-G
October 2025 Required Federal-Aid Contract Language

EXHIBIT 12-G: REQUIRED FEDERAL-AID CONTRACT LANGUAGE
(For Local Assistance Construction Projects)

The following language must be incorporated into all Local Assistance Federal-aid construction contracts.

The following language, with minor edits, was taken from the Code of Federal Regulations.

MAINTAIN RECORDS AND SUBMIT REPORTS DOCUMENTING YOUR PERFORMANCE UNDER

THIS SECTION

1. DISADVANTAGED BUSINESS ENTERPRISES (DBE) .......................................................172 A. Nondiscrimination Statement ................................................................................................................. 173 B. Contract Assurance ................................................................................................................................. 173 C. Prompt Progress Payment ...................................................................................................................... 173 D. Prompt Payment of Withheld Funds to Subcontractors .................................................................... 173 E. Termination and Replacement of DBE Subcontractors ...................................................................... 174 F. Commitment and Utilization .................................................................................................................... 176 G. Running Tally of Attainments ................................................................................................................. 176 H. Commercially Useful Function ............................................................................................................... 177 I. Use of Joint Checks ................................................................................................................................... 178

2. BID OPENING ............................................................................................................................. 179

3. BID RIGGING .............................................................................................................................. 179

4. CONTRACT AWARD .................................................................................................................. 179

5. CONTRACTOR LICENSE ........................................................................................................... 179

6. CHANGED CONDITIONS ........................................................................................................... 179 A. Differing Site Conditions ......................................................................................................................... 179 B. Suspensions of Work Ordered by the Engineer .................................................................................. 179 C. Significant Changes in the Character of Work ..................................................................................... 180

7. BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED DAMAGES .................. 180

8. BUY AMERICA ............................................................................................................................ 180

9. QUALITY ASSURANCE .............................................................................................................. 183

10. PROMPT PAYMENT ................................................................................................................. 183

11. FORM FHWA-1273 REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONTRACTS .. 183

12. FEMALE AND MINORITY GOALS ........................................................................................... 184

13. TITLE VI ASSURANCES .......................................................................................................... 185

14. FEDERAL TRAINEE PROGRAM.............................................................................................. 189

15. PROHIBITION OF CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE EQUIPMENT AND SERVICES .................................................................................................. 191

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1. DISADVANTAGED BUSINESS ENTERPRISES (DBE)
The contractor, subrecipient or subcontractor shall take necessary and reasonable steps to ensure that DBEs have opportunity to participate in the contract (49 CFR 26). To ensure equal participation of DBEs provided in 49 CFR 26.5, the Agency shows a contract goal for DBEs. The prime contractor shall make work available to DBEs and select work parts consistent with available DBE subcontractors and suppliers.

The prime contractor shall meet the DBE goal shown elsewhere in these special provisions or demonstrate that they made adequate Good Faith Efforts (GFE) to meet this goal. An adequate GFE means that the bidder must show that it took all necessary and reasonable steps to achieve a DBE goal that, by their scope, intensity, and appropriateness to the objective, could reasonably be expected to meet the DBE goal.

If the DBE goal is not met, the contractor needs to complete and submit the DBE GFE documentation as described in Local Assistance Procedures Manual (LAPM) Chapter 9, Section 9.8 within 5 (five) days of bid opening.

It is the prime contractor’s responsibility to verify that the DBE firm is certified as a DBE on the date of bid opening by using the California Unified Certification Program (CUCP) database and possesses the most specific available North American Industry Classification System (NAICS) codes and Work Code applicable to the type of work the firm will perform on the contract. Additionally, the prime contractor is responsible to document this verification by printing out the CUCP data for each DBE firm. A list of DBEs certified by the CUCP can be found at:
https://dot.ca.gov/programs/civil-rights/dbe-search.

DBE participation will only count toward the California Department of Transportation’s federally mandated statewide overall DBE goal if the DBE performs a commercially useful function under 49 CFR 26.55.

Credit for materials or supplies the prime contractor purchases from DBEs counts towards the goal in the following manner:
• 100 percent counts if the materials or supplies are obtained from a DBE manufacturer. • 60 percent counts if the materials or supplies are obtained from a DBE regular dealer. • Only fees, commissions, and charges for assistance in the procurement and delivery of materials or supplies count if obtained from a DBE that is neither a manufacturer nor regular dealer. 49 CFR 26.55 defines "manufacturer" and "regular dealer."
The prime contractor receives credit towards the goal if they employ a DBE trucking company that performs a commercially useful function as defined in 49 CFR 26.55(d) as follows:
• The DBE must be responsible for the management and supervision of the entire trucking operation for which it is responsible on a particular contract, and there cannot be a contrived arrangement for the purpose of meeting DBE goals.
• The DBE must itself own and operate at least one fully licensed, insured, and operational truck used on the contract.
• The DBE receives credit for the total value of the transportation services it provides on the Contract using trucks it owns, insures, and operates using drivers it employs. • The DBE may lease trucks from another DBE firm, including an owner-operator who is certified as a DBE. The DBE who leases trucks from another DBE receives credit for the total value of the transportation services the lessee DBE provides on the Contract. • The DBE may also lease trucks from a non-DBE firm, including from an owner-operator. The DBE that leases trucks equipped with drivers from a non-DBE is entitled to credit for the total value of transportation services provided by non-DBE leased trucks equipped with drivers not to exceed the value of transportation services on the contract provided by DBE-owned trucks or leased trucks with DBE employee drivers. Additional participation by non-DBE owned trucks equipped with drivers receives credit only for the fee or commission it receives as a result of the lease arrangement. 199
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• The DBE may lease trucks without drivers from a non-DBE truck leasing company. If the DBE leases trucks from a non-DBE truck leasing company and uses its own employees as drivers, it is entitled to credit for the total value of these hauling services.
• A lease must indicate that the DBE has exclusive use of and control over the truck. This does not preclude the leased truck from working for others during the term of the lease with the consent of the DBE, so long as the lease gives the DBE absolute priority for use of the leased truck. Leased trucks must display the name and identification number of the DBE.

A. Nondiscrimination Statement
The contractor, subrecipient or subcontractor will never exclude any person from participation in, deny any person the benefits of, or otherwise discriminate against anyone in connection with the award and performance of any contract covered by 49 CFR 26 on the basis of race, color, sex, or national origin. In administering the Local Agency components of the DBE Program Plan, the contractor, subrecipient or subcontractor will not, directly, or through contractual or other arrangements, use criteria or methods of administration that have the effect of defeating or substantially impairing accomplishment of the objectives of the DBE Program Plan with respect to individuals of a particular race, color, sex, or national origin.

B. Contract Assurance
Under 49 CFR 26.13(b): The contractor, subrecipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR 26 in the award and administration of federal-aid contracts. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the recipient deems appropriate, which may include, but is not limited to:
(1) Withholding monthly progress payments;
(2) Assessing sanctions;
(3) Liquidated damages; and/or
(4) Disqualifying the contractor from future bidding as non-responsible.

C. Prompt Progress Payment
In accordance with California Business and Professions Code section 7108.5, the prime contractor or subcontractor shall pay to any subcontractor, not later than seven days after receipt of each progress payment, unless otherwise agreed to in writing, the respective amounts allowed the contractor on account of the work performed by the subcontractors, to the extent of each subcontractor’s interest therein. In the event that there is a good faith dispute over all or any portion of the amount due on a progress payment from the prime contractor or subcontractor to a subcontractor, the prime contractor or subcontractor may withhold no more than 150 percent of the disputed amount. Any violation of this requirement shall constitute a cause for disciplinary action and shall subject the licensee to a penalty, payable to the subcontractor, of 2 percent of the amount due per month for every month that payment is not made.

In any action for the collection of funds wrongfully withheld, the prevailing party shall be entitled to his or her attorney’s fees and costs. The sanctions authorized under this requirement shall be separate from, and in addition to, all other remedies, either civil, administrative, or criminal. This clause applies to both DBE and nonDBE subcontractors.

D. Prompt Payment of Withheld Funds to Subcontractors
The Agency may hold retainage from the prime contractor and shall make prompt and regular incremental acceptances of portions, as determined by the Agency, of the contract work, and pay retainage to the prime contractor based on these acceptances. The Agency shall designate one of the methods below in the contract to ensure prompt and full payment of any retainage kept by the prime contractor or subcontractor to a subcontractor.

The Agency shall include either Method 1, Method 2, or Method 3 below and delete the other two.

Method 3: The Agency shall hold retainage from the prime contractor and shall make prompt and regular incremental acceptances of portions, as determined by the Agency of the contract work and pay retainage to the prime contractor based on these acceptances. The prime contractor or subcontractor shall return all monies 200
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withheld in retention from all subcontractors within seven (7) days after receiving payment for work satisfactorily completed and accepted including incremental acceptances of portions of the contract work by the Agency. Any delay or postponement of payment may take place only for good cause and with the Agency’s prior written approval. Any violation of these provisions shall subject the violating prime contractor or subcontractor to the penalties, sanctions, and other remedies specified in Section 7108.5 of the California Business and Professions Code and Section 10262 of the California Public Contract Code. This requirement shall not be construed to limit or impair any contractual, administrative or judicial remedies otherwise available to the contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the contractor; deficient subcontractor performance and/or noncompliance by a subcontractor. This clause applies to both DBE and non- DBE subcontractors.

Any violation of these provisions of Prompt Progress Payment and Prompt Payment of Withheld Funds to Subcontractors shall subject the violating prime contractor or subcontractor to the penalties, sanctions and other remedies specified therein. These requirements shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the prime contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the prime contractor, deficient subcontract performance, or noncompliance by a subcontractor.

E. Termination and Replacement of DBE Subcontractors
The prime contractor shall utilize the specific DBEs listed to perform the work and supply the materials for which each is listed unless the contractor obtains the Agency’s written consent. The prime contractor shall not terminate or replace a listed DBE for convenience and perform the work with their own forces or obtain materials from other sources without prior written authorization from the Agency. Unless the Agency’s prior written consent is provided, the contractor shall not be entitled to any payment for work or material unless it is performed or supplied by the listed DBE on the Exhibit 15-G Construction Contract DBE Commitment form, included in the Bid.

Termination of DBE Subcontractors
After a contract with a specified DBE goal has been executed, termination of a DBE may be allowed for the following, but not limited to, justifiable reasons with prior written authorization from the Agency:

1. Listed DBE fails or refuses to execute a written contract based on plans and specifications for the project.

2. The Local Agency stipulated that a bond is a condition of executing the subcontract and the listed DBE fails to meet the Local Agency’s bond requirements.

3. Work requires a contractor's license and listed DBE does not have a valid license under Contractors License Law, or is not properly registered with the California Department of Industrial Relations as a public works contractor.

4. Listed DBE fails or refuses to perform the work or furnish the listed materials (failing or refusing to perform is not an allowable reason to remove a DBE if the failure or refusal is a result of bad faith or discrimination).

5. Listed DBE's work is unsatisfactory and not in compliance with the contract.

6. Listed DBE is ineligible to work on the project because of suspension or debarment.

7. Listed DBE becomes bankrupt or insolvent or exhibits credit unworthiness.

8. Listed DBE voluntarily withdraws with written notice from the Contract

9. Listed DBE is ineligible to receive credit for the type of work required.

10. Listed DBE owner dies or becomes disabled resulting in the inability to perform the work on the Contract.

11. The Agency determines other documented good cause.

To terminate a DBE or to terminate a portion of a DBE's work, the contractor must use the following procedures:

1. Send a written notice to the DBE of Contractor’s intent to use other forces or material sources and include one or more justifiable reasons listed above. Simultaneously send a copy of this written notice to the Agency. The written notice to the DBE must request they provide any response within five (5) business days 201
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to both the Contractor and the Agency by either acknowledging their agreement or documenting their reasoning as to why the use of other forces or sources of materials should not occur.

2. If the DBE does not respond within 5 business days, Contractor may move forward with the request as if the DBE had agreed to Contractor’s written notice.

3. Submit Contractor’s DBE termination request by written letter to the Agency and include:
• One or more above listed justifiable reasons along with supporting documentation. • Contractor’s written notice to the DBE regarding the request, including proof of transmission and tracking documentation of Contractor’s written notice
• The DBE's response to Contractor’s written notice, if received. If a written response was not provided, provide a statement to that effect.

The Agency shall respond in writing to Contractor’s DBE termination request within 5 business days.

Replacement of DBE Subcontractors
After receiving the Agency’s written authorization of DBE termination request, the Contractor must obtain the Agency’s written agreement for DBE replacement. The Contractor must find or demonstrate GFEs to find qualified DBE replacement firms to perform the work to the extent needed to meet the DBE commitment.

The following procedures shall be followed to request authorization to replace a DBE firm:

1. Submit a request to replace a DBE with other forces or material sources in writing to the Agency which must include:
a. Description of remaining uncommitted work items made available for replacement DBE solicitation and participation.
b. The proposed DBE replacement firm's business information, the work they have agreed to perform, and the following:
• Quote for bid item work and description of work to be performed • Proposed subcontract agreement and written confirmation of agreement to perform on the Contract
• Revised Subcontracting Request form
• Revised Exhibit 15-G: Construction Contract DBE Commitment

2. If Contractor has not identified a DBE replacement firm, submit documentation of the Contractor’s GFEs to use DBE replacement firms within 7 days of Agency's authorization to terminate the DBE. The Contractor may request the Agency's approval to extend this submittal period to a total of 14 days. Submit documentation of actions taken to find a DBE replacement firm, such as:
• Search results of certified DBEs available to perform the original DBE work identified and/or other work the Contractor had intended to self-perform, to the extent needed to meet the DBE commitment
• Solicitations of DBEs for performance of work identified • Correspondence with interested DBEs that may have included contract details and requirements • Negotiation efforts with DBEs that reflect why an agreement was not reached • If a DBE's quote was rejected, provide Contractor’s reasoning for the rejection, such as why the DBE was unqualified for the work, or why the price quote was unreasonable or excessive • Copies of each DBE's and non-DBE's price quotes for work identified, as the Agency may contact the firms to verify solicitation efforts and determine if the DBE quotes are substantially higher 202
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• Additional documentation that supports the GFE
The Agency shall respond in writing to the Contractor’s DBE replacement request within five (5) business days. The Contractor must submit a revised Subcontracting Request form if the replacement plan is authorized by the Agency.

F. Commitment and Utilization
The Agency’s DBE program must include a monitoring and enforcement mechanism to ensure that DBE commitments reconcile to DBE utilization.

The bidder shall complete and sign Exhibit 15-G: Construction Contract DBE Commitment included in the contract documents regardless of whether DBE participation is reported. The bidder shall provide written confirmation from each DBE that the DBE is participating in the Contract. LAPM Exhibit 9-I: DBE Confirmation or equivalent form and DBE’s quote must be submitted. The written confirmation must be submitted no later than 4pm on the 5th day after bid opening. If a DBE is participating as a joint venture partner, the bidder shall submit a copy of the joint venture agreement.

If the DBE Commitment form, Exhibit 15-G, is not submitted with the bid, it must be completed and submitted by all bidders to the Agency within five (5) days of bid opening. If the bidder does not submit the DBE Commitment form within the specified time, the Agency will find the bidder’s bid nonresponsive.

The prime contractor shall use each DBE subcontractor as listed on Exhibit 15-G: Construction Contract DBE Commitment unless they receive written authorization for a termination or replacement from the Agency.

The Agency shall request the prime contractor to:

1. Notify the Resident Engineer or Inspector of any changes to its anticipated DBE participation

2. Provide this notification before starting the affected work

3. Maintain records including:
• Name and business address of each 1st-tier subcontractor • Name and business address of each DBE subcontractor, DBE vendor, and DBE trucking company, regardless of tier
• Date of payment and total amount paid to each DBE (see Exhibit 9-F: Monthly Disadvantaged Business Enterprise Payment)
If the prime contractor is a DBE contractor, they shall include the date of work performed by their own forces and the corresponding value of the work.

Before the 15th of each month, the prime contractor shall submit a Monthly DBE Trucking Verification (LAPM Exhibit 16-Z1) form.

If a DBE is decertified before completing its work, the DBE must notify the prime contractor in writing of the decertification date. If a business becomes a certified DBE before completing its work, the business must notify the prime contractor in writing of the certification date. The prime contractor shall submit the notifications. Upon work completion, the prime contractor shall complete a Disadvantaged Business Enterprises (DBE) Certification Status Change, Exhibit 17-O, form and submit the form within 30 days of contract acceptance.

Upon work completion, the prime contractor shall complete Exhibit 17-F: Final Report – Utilization of Disadvantaged Business Enterprises (DBE), First-Tier Subcontractors and submit it within 90 days of contract acceptance. The Agency will withhold $10,000 until the form is submitted. The Agency releases the withhold upon submission of the completed form.

G. Running Tally of Attainments
For projects awarded on or after March 1, 2020, but before September 1, 2023:

After submitting an invoice for reimbursement that includes a payment to a DBE, but no later than the 10th of the following month, the prime contractor/consultant must complete and email the Exhibit 9-F: Disadvantaged Business 203
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Enterprise Running Tally of Payments to [email protected] with a copy to local administering agencies.

For projects that are awarded on or after September 1, 2023:

Exhibit 9-F is no longer required. Instead, by the 15th of the month following the month of any payment(s), the prime contractor must now submit Exhibit 9-P to the Local Agency administering the contract. If the Contractor does not make any payments to subcontractors, supplier(s) and/or manufacturers they must report “no payments were made to subs this month” and write this visibly and legibly on Exhibit 9-P.

H. Commercially Useful Function
DBEs must perform a commercially useful function (CUF) under 49 CFR 26.55 when performing work or supplying materials listed on the DBE Commitment form. The DBE value of work will only count toward the DBE commitment if the DBE performs a CUF. A DBE performs a CUF when it is responsible for execution of the work on the contract and is carrying out its responsibilities by actually performing, managing, and supervising the work involved. If a DBE does not perform or exercise responsibility for at least 30% of the total cost of its contract with its own work force, or the DBE subcontracts a greater portion of the work of a contract than would be expected on the basis of normal industry practice for the type of work involved, it will be presumed that the DBE is not performing a CUF. Additionally, the DBE must also be responsible, with respect to materials and supplies used on the contract, for negotiating price, determining quality and quantity, ordering the material and installing (where applicable), and paying for the material itself.

The Contractor must perform CUF evaluation for each DBE company working on a federal-aid contract, with or without a DBE goal. Perform a CUF evaluation at the beginning of the DBE’s work, and continue to monitor the performance of CUF for the duration of the project.

The Contractor must provide written notification to the AGENCY at least 15 days in advance of each DBE's initial performance of work or supplying materials for the Contract. The notification must include the DBE's name, work the DBE will perform on the contract, and the location, date, and time of where their work will take place.

Within 10 (ten) days of a DBE initially performing work or supplying materials on the contract, the Contractor shall submit to the LPA the initial evaluation and validation of DBE performance of a CUF using the LAPM 9-J:

Disadvantaged Business Enterprise Commercially Useful Function Evaluation. Include the following information with the submittal:
• Subcontract agreement with the DBE
• Purchase orders
• Bills of lading
• Invoices
• Proof of payment
The Contractor must monitor all DBE’s performance of CUF by conducting quarterly evaluations and validations throughout their duration of work on the contract using the LAPM 9-J: DBE Commercially Useful Function Evaluation.

The Contractor must submit to the AGENCY these quarterly evaluations and validations by the 5th of the month for the previous three (3) months of work.

The Contractor must notify the AGENCY immediately if the Contractor believes the DBE may not be performing a CUF.

The AGENCY will verify DBEs performance of CUF by reviewing the initial and quarterly submissions of LAPM 9-J:

DBE Commercially Useful Function Evaluation, submitted supporting information, field observations, and through any additional AGENCY evaluations. The AGENCY must evaluate DBEs and their CUF performance throughout the duration of a Contract. The AGENCY will provide written notice to Contractor and DBE at least two (2) business days prior to any evaluation. The Contractor and DBE must participate in the evaluation. Upon completing the evaluation, the AGENCY must share the evaluation results with the Contractor and DBE. An evaluation could include items that 204
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must be remedied upon receipt. If the AGENCY determines the DBE is not performing a CUF the Contractor must suspend performance of the noncompliant work.

The Contractor and DBEs must submit any additional CUF related records and documents within five (5) business days of AGENCY’s request such as:
• Proof of ownership or lease and rental agreements for equipment • Tax records
• Employee rosters
• Certified payroll records
• Inventory rosters
Failure to submit required DBE Commercially Useful Function Evaluation forms or requested records and documents can result in withholding of payment for the value of work completed by the DBE.

If the Contractor and/or the AGENCY determine that a listed DBE is not performing a CUF in performance of their DBE committed work, immediately suspend performance of the noncompliant portion of the work. The AGENCY may deny payment for the noncompliant portion of the work. The AGENCY will ask the Contractor to submit a corrective action plan (CAP) to the AGENCY within five (5) days of the noncompliant CUF determination. The CAP must identify how the Contractor will correct the noncompliance findings for the remaining portion of the DBE's work. The AGENCY has five (5) days to review the CAP in conjunction with the prime contractor’s review. The Contractor must implement the CAP within five (5) days of the AGENCY's approval. The AGENCY will then authorize the prior noncompliant portion of work for the DBE's committed work.

If corrective actions cannot be accomplished to ensure the DBE performs a CUF on the Contract, then the Contractor may have good cause to request termination of the DBE.

I. Use of Joint Checks
A joint check may be used between the Contractor or lower-tier subcontractor and a DBE subcontractor purchasing materials from a material supplier if the contractor obtains prior approval from the LPA for the proposed use of joint check upon submittal of the LAPM 9-K: DLA Disadvantaged Business Enterprises (DBE) Joint Check Agreement Request form.

To use a joint check, the following conditions must be met:
• All parties, including the Contractor, must agree to the use of a joint check • Entity issuing the joint check acts solely to guarantee payment • DBE must release the check to the material supplier
• LPA must authorize the request before implementation
• Any party to the agreement must provide requested documentation within 10 days of the LPA's request for the documentation
• Agreement to use a joint check must be short-term, not to exceed 1 year, allowing sufficient time needed to establish or increase a credit line with the material supplier

A request for a joint check agreement may be initiated by any party. If a joint check is used, the DBE remains responsible for all elements of 49 CFR 26.55(c)(1).

Failure to comply with the above requirements disqualifies DBE participation and results in no credit and no payment to the Contractor for DBE participation.

A joint check may not be used between the Contractor or subcontractor and a DBE regular dealer, bulk material supplier, manufacturer, wholesaler, broker, trucker, packager, manufacturer’s representative, or other persons who arrange or expedite transactions.

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2. BID OPENING
The Agency publicly opens and reads bids at the time and place shown on the Notice to Contractors.

3. BID RIGGING
The U.S. Department of Transportation (DOT) provides a toll-free hotline to report bid rigging activities. Use the hotline to report bid rigging, bidder collusion, and other fraudulent activities. The hotline number is (800) 4249071.

The service is available 24 hours 7 days a week and is confidential and anonymous. The hotline is part of the DOT's effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the DOT Inspector General.

4. CONTRACT AWARD
If the Agency awards the contract, the award is made to the lowest responsible and responsive bidder.

5. CONTRACTOR LICENSE
The Contractor must be properly licensed as a contractor from contract award through Contract acceptance (23 CFR 635.110).

6. CHANGED CONDITIONS
A. Differing Site Conditions

1. During the progress of the work, if subsurface or latent physical conditions are encountered at the site differing materially from those indicated in the contract or if unknown physical conditions of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in the work provided for in the contract, are encountered at the site, the party discovering such conditions shall promptly notify the other party in writing of the specific differing conditions before the site is disturbed and before the affected work is performed.

2. Upon written notification, the engineer will investigate the conditions, and if it is determined that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any work under the contract, an adjustment, excluding anticipated profits, will be made and the contract modified in writing accordingly. The engineer will notify the contractor of the determination whether or not an adjustment of the contract is warranted.

3. No contract adjustment which results in a benefit to the contractor will be allowed unless the contractor has provided the required written notice.

4. No contract adjustment will be allowed under this clause for any effects caused on unchanged work. [This provision may be omitted by the Local Agency, at their option.] B. Suspensions of Work Ordered by the Engineer

1. If the performance of all or any portion of the work is suspended or delayed by the engineer in writing for an unreasonable period of time (not originally anticipated, customary, or inherent to the construction industry) and the contractor believes that additional compensation and/or contract time is due as a result of such suspension or delay, the contractor shall submit to the engineer in writing a request for adjustment within 7 calendar days of receipt of the notice to resume work. The request shall set forth the reasons and support for such adjustment.

2. Upon receipt, the engineer will evaluate the contractor's request. If the engineer agrees that the cost and/or time required for the performance of the contract has increased as a result of such suspension and the suspension was caused by conditions beyond the control of and not the fault of the contractor, its suppliers, or subcontractors at any approved tier, and not caused by weather, the engineer will make an adjustment (excluding profit) and modify the contract in writing accordingly. The contractor will be notified of the engineer's determination whether or not an adjustment of the contract is warranted.

3. No contract adjustment will be allowed unless the contractor has submitted the request for adjustment within the time prescribed.

4. No contract adjustment will be allowed under this clause to the extent that performance would have been suspended or delayed by any other cause, or for which an adjustment is provided or excluded under any other term or condition of this contract.
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C. Significant Changes in the Character of Work

1. The engineer reserves the right to make, in writing, at any time during the work, such changes in quantities and such alterations in the work as are necessary to satisfactorily complete the project. Such changes in quantities and alterations shall not invalidate the contract nor release the surety, and the contractor agrees to perform the work as altered.

2. If the alterations or changes in quantities significantly change the character of the work under the contract, whether such alterations or changes are in themselves significant changes to the character of the work or by affecting other work cause such other work to become significantly different in character, an adjustment, excluding anticipated profit, will be made to the contract. The basis for the adjustment shall be agreed upon prior to the performance of the work. If a basis cannot be agreed upon, then an adjustment will be made either for or against the contractor in such amount as the engineer may determine to be fair and equitable.

3. If the alterations or changes in quantities do not significantly change the character of the work to be performed under the contract, the altered work will be paid for as provided elsewhere in the contract.

4. The term “significant change” shall be construed to apply only to the following circumstances:
• When the character of the work as altered differs materially in kind or nature from that involved or included in the original proposed construction; or
• When a major item of work, as defined elsewhere in the contract, is increased in excess of 125 percent or decreased below 75 percent of the original contract quantity. Any allowance for an increase in quantity shall apply only to that portion in excess of 125 percent of original contract item quantity, or in case of a decrease below 75 percent, to the actual amount of work performed.

7. BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED DAMAGES The Contractor shall begin work within 15 calendar days after the issuance of the Notice to Proceed.

This work shall be diligently prosecuted to completion before the expiration of 90 WORKING DAYS beginning on the fifteenth calendar day after the date shown on the Notice to Proceed.

The Contractor shall pay to the City/County of Merced the sum of $3,600 per day, for each and every calendar days’ delay in finishing the work in excess of the number of working days prescribed above.

8. BUY AMERICA
Buy America Requirements apply to iron or steel, manufactured products, and construction materials permanently incorporated into the project. Buy America requirements do not apply to the following:

1. Tools and construction equipment used in performing the work

2. Temporary work that is not incorporated into the finished project An article, materials, or supply to be permanently incorporated in the project should only be classified into one of the following categories:

1. Iron or steel products

2. Manufactured products

3. Construction materials

4. Excluded materials
Excluded materials means cement and cementitious materials; aggregates such as stone, sand, or gravel; or aggregate binding agents or additives.
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Iron or Steel Products
All iron or steel products permanently incorporated into the project must be melted and manufactured in the United States except:

1. Foreign pig iron and processed, pelletized, and reduced iron ore may be used in the domestic production of the steel and iron materials [60 Fed Reg 15478 (03/24/1995)];

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

Iron or steel products are defined as articles, materials, or supplies that consist wholly or predominantly of iron or steel or a combination of both.

For a product to be considered to consist predominantly of iron or steel, or a combination of both means the cost of the iron or steel content of the product exceeds 50 percent of the total cost of all its components. The cost of iron or steel is the cost of the iron or steel mill products (such as bar, billet, slab, wire, plate, or sheet), castings, or forgings utilized in the manufacture of the product and a good faith estimate of the cost of iron or steel components.

Furnish iron or steel products to be incorporated into the work with certificates of compliance and certified mill test reports. Mill test reports must indicate where the iron or steel were melted and manufactured. All melting and manufacturing processes for these materials, including an application of a coating, must occur in the United States.

Coating includes all processes that protect or enhance the value of the material to which the coating is applied.

The following iron or steel products have received an approved Buy America waiver for this project and are therefore not subject to Buy America requirements:

1. ________________________

2. ________________________
Manufactured Products
All manufactured products permanently incorporated into the project must be manufactured in the United States.

Manufactured products are defined as articles, materials, or supplies that have been:

1. Processed into a specific form and shape; or

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

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

If an item is classified as an iron or steel product, a construction material, or an excluded material, then it is not a manufactured product. However, an article, material, or supply classified as a manufactured product may include components that are iron or steel products, construction materials, or excluded materials.

Iron or steel used in precast concrete manufactured products or Intelligent Transportation Systems (ITS) must meet the requirements of Iron or Steel Products regardless of the amount used.

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

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

The following manufactured products have received an approved Buy America waiver for this project and are therefore not subject to Buy America requirements:
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1. ________________________

2. ________________________
Construction Materials
Construction materials permanently incorporated into the project must be manufactured as defined in 2 CFR 184.6 in the United States.

Buy America requirements apply to the following construction materials that are or consist primarily of:

1. Non-ferrous metals

2. Plastic and polymer-based products such as:

2.1 Polyvinylchloride

2.2 Composite Building Materials

3. Glass

4. Fiber optic cable (including drop cable)

5. Optical fiber

6. Lumber

7. Engineered wood

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

Furnish construction materials to be incorporated into the work with certificates of compliance with each project delivery. The manufacturer’s certificate of compliance must identify where the construction material was manufactured and attest specifically to Buy America compliance.

The following construction materials have received an approved Buy America waiver for this project and are therefore not subject to Buy America requirements:

1. ________________________

2. ________________________
Buy America Waiver for De Minimis Cost for Manufactured Products and Construction Materials A De Minimis Cost Waiver can waive the application of FHWA’s Buy America requirements for manufactured products and construction materials under a single project when the total value of non-compliant manufactured products and construction materials is no more that the lesser of $1,000,000 or 5 percent of the total applicable material costs for the project.

The percent threshold is calculated based on the following formula:

X = NC / TA
where:

X = percent threshold
NC = total value of non-compliant manufactured products and construction material TA = total applicable project costs (iron or steel products, manufactured products, and construction materials; does not include excluded materials)
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This threshold is based on the actual cost of the iron or steel products, manufactured products, and construction materials, not the anticipated cost of those materials. Compliant and non-compliant Agency Furnished Materials for the project must be accounted for in a De Minimis Cost Waiver Worksheet calculation, if provided by the Local Agency.

Provide copies of invoices for the actual costs of materials including transportation to the project site.

In applying a De Minimum Cost Waiver, total cost of non-compliant construction materials and manufactured products does not include the cost of any products subject to a separate Buy America waiver.

If De Minimis Cost Waiver Worksheet calculation for materials subject to Buy America is not submitted, the Local Agency may:

1. Withhold from the next progress payment

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

9. QUALITY ASSURANCE
The Local Agency uses a Quality Assurance Program (QAP) to ensure a material is produced to comply with the Contract. The Local Agency may examine the records and reports of tests the prime contractor performs if they are available at the job site. Schedule work to allow time for QAP.

10. PROMPT PAYMENT
A. FROM THE AGENCY TO THE CONTRACTORS
The Local Agency shall make all project progress payment within 30 days after receipt of an undisputed and properly submitted payment request from the Contractor on a construction contract. If the Local Agency fails to pay promptly, the Local Agency shall pay interest to the Contractor, which accrues at the rate of 10 percent per annum on the principal amount of a money judgment remaining unsatisfied and pro-rated as necessary. Upon receipt of the payment request, the Local Agency shall act in accordance with both of the following:

1. The Local Agency shall review each payment request as soon as feasible after receipt to verify it is a proper payment request.

2. The Local Agency must return any payment request deemed improper by the Local Agency to the Contractor as soon as feasible, but not later than seven (7) days, after receipt. A request returned pursuant to this paragraph shall include documentation setting forth in writing the reasons why it is an improper payment request.

B. SUBMITTAL OF EXHIBIT 9-P
For projects awarded on or after September 1, 2023:

The Contractor must submit Exhibit 9-P to the Local Agency administering the contract by the 15th of the month following the month of any payment(s). If the Contractor does not make any payments to subcontractors, supplier(s) and/or manufacturers they must report “no payments were made to subs this month” and write this visibly and legibly on Exhibit 9-P.

The Local Agency must verify all Exhibit 9-P information, monitor compliance with prompt payment requirements for DBE and non-DBE firms, and address any shortfall to the DBE commitment and prompt payment issues until the end of the project. The Local Agency must email a copy of Exhibit 9-P to [email protected] before the end of the month after receiving the Exhibit 9-P from the Contractor.

11. FORM FHWA-1273 REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONTRACTS

[Form FHWA-1273 must be physically inserted into the contract without modification, excluding ATTACHMENT

A - EMPLOYMENT AND MATERIALS PREFERENCE FOR APPALACHIAN DEVELOPMENT HIGHWAY SYSTEM OR APPALACHIAN LOCAL ACCESS ROAD CONTRACTS.]
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[The current version of Form FHWA-1273 is accessible at FHWA’s website:
https://www.fhwa.dot.gov/programadmin/contracts/1273/1273.pdf]

12. FEMALE AND MINORITY GOALS
To comply with Section II, "Nondiscrimination," of "Required Contract Provisions Federal-Aid Construction Contracts," the following are for female and minority utilization goals for Federal-aid construction contracts and subcontracts that exceed $10,000:

The nationwide goal for female utilization is 6.9 percent.

The goals for minority utilization (45 Fed Reg 65984 (10/3/1980)) are as follows:

MINORITY UTILIZATION GOALS
Economic
Area
Goal
(Percent)

174
Redding CA:

Non-SMSA (Standard Metropolitan Statistical Area) Counties:

CA Lassen; CA Modoc; CA Plumas; CA Shasta; CA Siskiyou; CA Tehama

6.8 175
Eureka, CA
Non-SMSA Counties:

CA Del Norte; CA Humboldt; CA Trinity

6.6 San Francisco-Oakland-San Jose, CA:

176

SMSA Counties:
7120 Salinas-Seaside-Monterey, CA
CA Monterey
7360 San Francisco-Oakland
CA Alameda; CA Contra Costa; CA Marin; CA San Francisco; CA San Mateo 7400 San Jose, CA
CA Santa Clara, CA
7485 Santa Cruz, CA
CA Santa Cruz
7500 Santa Rosa
CA Sonoma
8720 Vallejo-Fairfield-Napa, CA
CA Napa; CA Solano Non-SMSA
Counties:

CA Lake; CA Mendocino; CA San Benito

28.9 25.6

19.6 14.9

9.1 17.1

23.2 177
Sacramento, CA:

SMSA Counties:
6920 Sacramento, CA
CA Placer; CA Sacramento; CA
Yolo Non-SMSA Counties
CA Butte; CA Colusa; CA El Dorado; CA Glenn; CA Nevada; CA Sierra; CA Sutter; CA Yuba

16.1 14.3

Stockton-Modesto, CA:

SMSA Counties:
5170 Modesto, CA

12.3 211
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178 CA Stanislaus
8120 Stockton, CA

24.3 CA San Joaquin
Non-SMSA Counties
CA Alpine; CA Amador; CA Calaveras; CA Mariposa; CA Merced; CA Tuolumne

19.8 Fresno-Bakersfield, CA
SMSA Counties:

179 0680 Bakersfield, CA 19.1

CA Kern
2840 Fresno, CA
CA Fresno
Non-SMSA Counties:

CA Kings; CA Madera; CA Tulare

26.1 23.6
Los Angeles, CA:

180

SMSA Counties:
0360 Anaheim-Santa Ana-Garden Grove, CA
CA Orange
4480 Los Angeles-Long Beach, CA
CA Los Angeles
6000 Oxnard-Simi Valley-Ventura, CA
CA Ventura
6780 Riverside-San Bernardino-Ontario, CA
CA Riverside; CA San Bernardino
7480 Santa Barbara-Santa Maria-Lompoc, CA
CA Santa Barbara
Non-SMSA Counties
CA Inyo; CA Mono; CA San Luis Obispo

11.9 28.3

21.5 19.0

19.7 24.6
San Diego, CA:

181

SMSA Counties
7320 San Diego, CA
CA San Diego
Non-SMSA Counties
CA Imperial

16.9 18.2

For the last full week of July during which work is performed under the contract, the prime contractor and each non material-supplier subcontractor with a subcontract of $10,000 or more must complete Form FHWA PR-1391 (Appendix C to 23 CFR 230). Submit the forms by August 15.

13. TITLE VI ASSURANCES

[The U.S. Department of Transportation Order No.1050.2A requires all federal-aid Department of Transportation contracts between an agency and a contractor to contain Appendix A and E.

Note: Appendix B only requires inclusion if the contract impacts deeds effecting or recording the transfer of real property, structures, or improvements thereon, or granting interest therein. Appendices C and D only require inclusion if the contract impacts deeds, licenses, leases, permits, or similar instruments entered into by the recipient.]

APPENDIX A
During the performance of this Agreement, the contractor, for itself, its assignees and successors in interest (hereinafter collectively referred to as CONTRACTOR) agrees as follows:
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a. Compliance with Regulations: CONTRACTOR shall comply with the regulations relative to nondiscrimination in federally assisted programs of the Department of Transportation, Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the REGULATIONS), which are herein incorporated by reference and made a part of this agreement. b. Nondiscrimination: CONTRACTOR, with regard to the work performed by it during the AGREEMENT, shall not discriminate on the grounds of race, color, sex, national origin, religion, age, or disability in the selection and retention of sub-applicants, including procurements of materials and leases of equipment.

CONTRACTOR shall not participate either directly or indirectly in the discrimination prohibited by Section

21.5 of the Regulations, including employment practices when the agreement covers a program set forth in Appendix B of the Regulations.
c. Solicitations for Sub-agreements, Including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by CONTRACTOR for work to be performed under a Sub- agreement, including procurements of materials or leases of equipment, each potential sub-applicant or supplier shall be notified by CONTRACTOR of the CONTRACTOR’S obligations under this Agreement and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. d. Information and Reports: CONTRACTOR shall provide all information and reports required by the Regulations, or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the recipient or FHWA to be pertinent to ascertain compliance with such Regulations or directives. Where any information required of CONTRACTOR is in the exclusive possession of another who fails or refuses to furnish this information, CONTRACTOR shall so certify to the recipient or FHWA as appropriate, and shall set forth what efforts CONTRACTOR has made to obtain the information.
e. Sanctions for Noncompliance: In the event of CONTRACTOR’s noncompliance with the nondiscrimination provisions of this agreement, the recipient shall impose such agreement sanctions as it or the FHWA may determine to be appropriate, including, but not limited to:
i withholding of payments to CONTRACTOR under the Agreement within a reasonable period of time, not to exceed 90 days; and/or
ii cancellation, termination or suspension of the Agreement, in whole or in part.

f. Incorporation of Provisions: CONTRACTOR shall include the provisions of paragraphs (1) through (6) in every sub-agreement, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto.

CONTRACTOR shall take such action with respect to any sub-agreement or procurement as the recipient or FHWA may direct as a means of enforcing such provisions including sanctions for noncompliance, provided, however, that, in the event CONTRACTOR becomes involved in, or is threatened with, litigation with a sub-applicant or supplier as a result of such direction, CONTRACTOR may request the recipient enter into such litigation to protect the interests of the State, and, in addition, CONTRACTOR may request the United States to enter into such litigation to protect the interests of the United States.

APPENDIX B

CLAUSES FOR DEEDS TRANSFERRING UNITED STATES PROPERTY
The following clauses will be included in deeds effecting or recording the transfer of real property, structures, or improvements thereon, or granting interest therein from the United States pursuant to the provisions of Assurance 4:

NOW THEREFORE, the U.S. Department of Transportation as authorized by law and upon the condition that the recipient will accept title to the lands and maintain the project constructed thereon in accordance with Title 23 U.S.C., the regulations for the administration of the preceding statute, and the policies and procedures prescribed by the FHWA of the U.S. Department of Transportation in accordance and in compliance with all requirements imposed by Title 49, Code of Federal Regulations, U.S. Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Non-discrimination in Federally-assisted programs of the U.S. Department of Transportation pertaining to and effectuating the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252; 42 U.S.C. § 2000d to 2000d-4), does hereby remise, release, quitclaim and convey unto the recipient all the right, title and interest of the U.S.

Department of Transportation in and to said lands described in Exhibit A attached hereto and made a part hereof. 213
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(HABENDUM CLAUSE)
TO HAVE AND TO HOLD said lands and interests therein unto the recipient and its successors forever, subject, however, to the covenants, conditions, restrictions and reservations herein contained as follows, which will remain in effect for the period during which the real property or structures are used for a purpose for which Federal financial assistance is extended or for another purpose involving the provision of similar services or benefits and will be binding on the recipient, its successors and assigns. The recipient, in consideration of the conveyance of said lands and interest in lands, does hereby covenant and agree as a covenant running with the land for itself, its successors and assigns, that (1) no person will on the grounds of race, color, or national origin, be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination with regard to any facility located wholly or in part on, over, or under such lands hereby conveyed [,] [and]* (2) that the recipient will use the lands and interests in lands and interest in lands so conveyed, in compliance with all requirements imposed by or pursuant to Title 49, Code of Federal Regulations, U.S. Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally-assisted programs of the U.S. Department of Transportation, Effectuation of Title VI of the Civil Rights Act of 1964, and as said Regulations and Acts may be amended[, and (3) that in the event of breach of any of the above-mentioned non-discrimination conditions, the Department will have a right to enter or re-enter said lands and facilities on said lands, and that above described land and facilities will thereon revert to and vest in and become the absolute property of the U.S. Department of Transportation and its assigns as such interest existed prior to this instruction].*

(*Reverter clause and related language to be used only when it is determined that such a clause is necessary in order to make clear the purpose of Title VI.)

APPENDIX C

CLAUSES FOR TRANSFER OF REAL PROPERTY ACQUIRED OR IMPROVED UNDER THE

ACTIVITY, FACILITY, OR PROGRAM
The following clauses will be included in deeds, licenses, leases, permits, or similar instruments entered into by the recipient pursuant to the provisions of Assurance 7(a):

A. The (grantee, lessee, permittee, etc. as appropriate) for himself/herself, his/her heirs, personal representatives, successors in interest, and assigns, as a part of the consideration hereof, does hereby covenant and agree [in the case of deeds and leases add “as a covenant running with the land”] that:

1. In the event facilities are constructed, maintained, or otherwise operated on the property described in this (deed, license, lease, permit, etc.) for a purpose for which a U.S. Department of Transportation activity, facility, or program is extended or for another purpose involving the provision of similar services or benefits, the (grantee, licensee, lessee, permittee, etc.) will maintain and operate such facilities and services in compliance with all requirements imposed by the Acts and Regulations (as may be amended) such that no person on the grounds of race, color, or national origin, will be excluded from participation in, denied the benefits of, or be otherwise subjected to discrimination in the use of said facilities.

B. With respect to licenses, leases, permits, etc., in the event of breach of any of the above Non-discrimination covenants, the recipient will have the right to terminate the (lease, license, permit, etc.) and to enter, re-enter, and repossess said lands and facilities thereon, and hold the same as if the (lease, license, permit, etc.) had never been made or issued.*
C. With respect to a deed, in the event of breach of any of the above Non-discrimination covenants, the recipient will have the right to enter or re-enter the lands and facilities thereon, and the above described lands and facilities will there upon revert to and vest in and become the absolute property of the recipient and its assigns.* (*Reverter clause and related language to be used only when it is determined that such a clause is necessary to make clear the purpose of Title VI.)
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APPENDIX D

CLAUSES FOR CONSTRUCTION/USE/ACCESS TO REAL PROPERTY ACQUIRED UNDER THE

ACTIVITY, FACILITY OR PROGRAM
The following clauses will be included in deeds, licenses, permits, or similar instruments/agreements entered into by the recipient pursuant to the provisions of Assurance 7(b):

A. The (grantee, licensee, permittee, etc., as appropriate) for himself/herself, his/her heirs, personal representatives, successors in interest ,and assigns, as a part of the consideration hereof, does hereby covenant and agree (in the case of deeds and leases add, “as a covenant running with the land”) that (1) no person on the ground of race, color, or national origin, will be excluded from participation in, denied the benefits of, or be otherwise subjected to discrimination in the use of said facilities, (2) that in the construction of any improvements on, over, or under such land, and the furnishings of services thereon, no person on the ground of race, color, or national origin, will be excluded from participation in, denied the benefits or, or otherwise be subjected to discrimination, (3) that the (grantee, licensee, lessee, permittee, etc.) will use the premises in compliance with all other requirements imposed by or pursuant to the Acts and Regulations, as amended, set forth in this Assurance.

B. With respect to (licenses, leases, permits, etc.) in the event of breach of any of the above of the above Non- discrimination covenants, the recipient will have the right to terminate the (license, permits, etc., as appropriate) and to enter or re-enter and repossess said land and the facilities thereon, and hold the same as if said (license, permit, etc., as appropriate) had never been made or issued.*
C. With respect to deeds, in the event of breach of any of the above Non-discrimination covenants, the recipient will there upon revert to and vest in and become the absolute property of the recipient and its assigns. (*Reverter clause and related language to be used only when it is determined that such a clause is necessary to make clear the purpose of Title VI.)

APPENDIX E
During the performance of this contract, the contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the “contractor”) agrees to comply with the following non-discrimination statutes and authorities, including, but not limited to:

Pertinent Non-Discrimination Authorities:
• Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252), prohibits discrimination on the basis of race, color, national origin); and 49 CFR Part 21. • The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. § 4601), • (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal-aid programs and projects);
• Federal-Aid Highway Act of 1973, (23 U.S.C. § 324 et seq.), prohibits discrimination on the basis of sex; • Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. § 794 et seq.), as amended, (prohibits discrimination on the basis of disability); and 49 CR Part 27;
• The Age Discrimination Act of 1975, as amended, (42 U.S.C. § 6101 et seq.), prohibits discrimination on the basis of age);
• Airport and Airway Improvement Act of 1982, (49 U.S.C. § 471, Section 47123), as amended, (prohibits discrimination based on race, creed, color, national origin, or sex); • The Civil Rights Restoration Act of 1987, (PL 100-209), (Broadened the scope, coverage and applicability of • Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms “programs or activities” to include all of the programs or 215
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activities of the Federal-aid recipients, sub-recipients and contractors, whether such programs or activities are Federally funded or not);
• Titles II and III of the Americans with Disabilities Act, which prohibit discrimination of the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing entities (42 U.S.C. §§ 12131 – 12189) as implemented by Department of Transportation regulations 49 C.F.R. parts 37 and 38;
• The Federal Aviation Administration’s Non-discrimination statute (49 U.S.C. § 47123) (prohibits discrimination on the basis of race, color, national origin, and sex); • Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low- Income Populations, which ensures discrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations;
• Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency guidance, national origin discrimination includes discrimination because of limited English proficiency (LEP). To ensure compliance with Title VI, you must take reasonable steps to ensure that LEP persons have meaningful access to your programs (70 Fed. Reg. at 74087 to 74100); • Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. 1681 et seq).

Federal Trainee Program Special Provisions
(to be used when applicable)

14. FEDERAL TRAINEE PROGRAM
For the Federal training program, the number of trainees or apprentices is .

This section applies if a number of trainees or apprentices is shown on the Notice of Bidders.

As part of the prime contractor’s equal opportunity affirmative action program, provide on-the-job training to develop full journeymen in the types of trades or job classifications involved.

The prime contractor has primary responsibility for meeting this training requirement.

If the prime contractor subcontracts a contract part, they shall determine how many trainees or apprentices are to be trained by the subcontractor. Include these training requirements in each subcontract.

Where feasible, 25 percent of apprentices or trainees in each occupation must be in their 1st year of apprenticeship or training.

Distribute the number of apprentices or trainees among the work classifications on the basis of the prime contractor’s needs and the availability of journeymen in the various classifications within a reasonable recruitment area.

Before starting work, the prime contractor shall submit to the City/County of Merced :

1. Number of apprentices or trainees to be trained for each classification

2. Training program to be used

3. Training starting date for each classification
The prime contractor shall obtain the City/County of Merced approval for this submitted information before the prime contractor starts work. The City/County of Merced credits the prime contractor for each apprentice or trainee the prime contractor employs on the job who is currently enrolled or becomes enrolled in an approved program.

The primary objective of this section is to train and upgrade minorities and women toward journeyman status. The prime contractor shall make every effort to enroll minority and women apprentices or trainees, such as conducting systematic and direct recruitment through public and private sources likely to yield minority and women apprentices or trainees, to the extent they are available within a reasonable recruitment area and show that they have made the efforts. In making these efforts, the prime contractor shall not discriminate against any applicant for training. 216
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The prime contractor shall not employ as an apprentice or trainee an employee:

1. In any classification in which the employee has successfully completed a training course leading to journeyman status or in which the employee has been employed as a journeyman

2. Who is not registered in a program approved by the US Department of Labor, Bureau of Apprenticeship and Training
The prime contractor shall ask the employee if the employee has successfully completed a training course leading to journeyman status or has been employed as a journeyman. The prime contractor’s records must show the employee's answers to the questions.

In the training program, the prime contractor shall establish the minimum length and training type for each classification. The City/County of Merced and FHWA approves a program if one of the following is met:

1. It is calculated to:
• Meet the equal employment opportunity responsibilities • Qualify the average apprentice or trainee for journeyman status in the classification involved by the end of the training period

2. It is registered with the U.S. Department of Labor, Bureau of Apprenticeship and Training, and it is administered in a way consistent with the equal employment responsibilities of Federal-aid highway construction contracts
The prime contractor shall obtain the State's approval for their training program before they start work involving the classification covered by the program.

The prime contractor shall provide training in the construction crafts, not in clerk-typist or secretarial-type positions.

Training is allowed in lower-level management positions such as office engineers, estimators, and timekeepers if the training is oriented toward construction applications. Training is allowed in the laborer classification if significant and meaningful training is provided and approved by the division office. Off-site training is allowed if the training is an integral part of an approved training program and does not make up a significant part of the overall training.

The City/County of Merced reimburses the prime contractor 80 cents per hour of training given an employee on this contract under an approved training program:

1. For on-site training

2. For off-site training if the apprentice or trainee is currently employed on a Federal-aid project and prime contractor does at least one of the following:
a. Contribute to the cost of the training
b. Provide the instruction to the apprentice or trainee c. Pay the apprentice's or trainee's wages during the off-site training period

3. If the prime contractor complies with this section.

Each apprentice or trainee must:

1. Begin training on the project as soon as feasible after the start of work involving the apprentice's or trainee's skill

2. Remain on the project as long as training opportunities exist in the apprentice's or trainee's work classification or until the apprentice or trainee has completed the training program Furnish the apprentice or trainee a:

1. Copy of the training plan approved by the U.S, Department of Labor or a training plan for trainees approved by both Caltrans and FHWA

2. Certification showing the type and length of training satisfactorily completed Maintain records and submit reports documenting contractor’s performance under this section. 217
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15. PROHIBITION OF CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE

EQUIPMENT AND SERVICES
In response to significant national security concerns, the agency shall check the prohibited vendor list before making any telecommunications and video surveillance purchase because recipients and subrecipients of federal funds are prohibited from obligating or expending loan or grant funds to:
• Procure or obtain;
• Extend or renew a contract to procure or obtain; or
• Enter into a contract (or extend or renew a contract) to procure or obtain equipment, services, or systems that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system.

The prohibited vendors (and their subsidiaries or affiliates) are:
• Huawei Technologies Company;
• ZTE Corporation;
• Hytera Communications Corporation;
• Hangzhou Hikvision Digital Technology Company;
• Dahua Technology Company; and
• Subsidiaries or affiliates of the above-mentioned companies.

In implementing the prohibition, the agency administering loan, grant, or subsidy programs shall prioritize available funding and technical support to assist affected businesses, institutions and organizations as is reasonably necessary for those affected entities to transition from covered communications equipment and services, to procure replacement equipment and services, and to ensure that communications service to users and customers is sustained.

The contractors should furnish telecommunications and video surveillance equipment with a certificate of compliance.

The certificate must state telecommunications and video surveillance equipment was not procured or obtained from manufacturers identified in the above list.

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APPENDIX

219

STATE GENERAL PREVAILING WAGE RATES

General prevailing wage determination
Made by the Director of Industrial Relations
Pursuant to California Labor Code part 7,
Chapter 1, article 2, sections 1770, 1773, and 1773.1
__________________________________________________
State of California Department of Industrial Relations Website:
http://www.dir.ca.gov/OPRL/PWD/index.htm
220

LOCATION MAP

221

222

PURCHASING DEPARTMENT DRIVING DIRECTIONS

223

REGULATION VIII – FUGITIVE PM10 PROHIBITIONS
224

225

226

227
228

CITY OF MERCED STANDARD DESIGNS

THE FOLLOWING STANDARDS ARE FOR REFERENCE ONLY

REFER TO THE CITY OF MERCED WEBSITE FOR THE COMPLETE LISTING OF

STANDARD DETAILS

http://www.cityofmerced.gov/depts/engineering_division/standard_designs/default.asp

229

PROJECT LABOR AGREEMENT

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232

233

234

235

236

237

238

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241

242

243

244

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246

CMAQ (059) MERCED TRAFFIC SIGNAL SYNCHRONIZATION
CP220066

ASSENT LETTER
DATE: ______________
TO: CITY ENGINEER
678 W. 18TH STREET
MERCED, CA 95340

Re: City of Merced Project Labor Agreement Assent Letter

The undersigned confirms that it agrees to be a party to and bound by the City of Merced Project Labor Agreement (“Agreement”) as such Agreement may, from time to time, be amended by the parties or interpreted pursuant to its terms.

By executing this Assent Letter, the undersigned subscribes to, adopts and agrees to be bound by the written terms of the legally established trust fund documents as set forth in Section 8.1 of the Agreement, as they may from time to time be amended, specifying the detailed basis upon which contributions are to be made into, and benefits made out of, such trust funds, and ratifies and accepts the trustees appointed by the parties to such trust funds.

The undersigned agrees to execute a separate subscription agreement(s) for such trust funds when such trust fund(s) requires(s) such document(s).

The obligation to be a party to and bound by the Agreement shall extend to all work covered by the Agreement undertaken by the undersigned. The undersigned shall require all of its subcontractors, or whatever tier, to become similarly bound for all their work within the scope of the Agreement by signing an identical Assent Letter.

This letter shall constitute a subscription agreement, to the extent of the terms of the letter.

CONTRACTOR/SUBCONTRACTOR: ____________________________________________ California Contractor State License No. or Motor Carrier (CA) Permit No.: _____________ Name of Authorized Person (print): _________________________________ Signature of Authorized Person: ____________________________________ Title of Authorized Person: __________________________________________ Telephone Number of Authorized Person: _________________________________________ Address of Authorized Person: __________________________________________________ State Public Works Registration Number: __________________________________________ Integrity Data & Fiber, Inc.
778249
Heidi Schnaitmann
Office Manager
916-439-2351
1000001069
730 Westfield Lane Vacaville, CA 95688
2/19/2026
247

City Council/Public Finance and Economic Development Authority/Parking AuthorityMarch 16, 2026

City Council/Public Finance and Economic Development Authority/Parking Authority
March 16, 2026