Cupertino City Council
February 4, 2025

SECTION 32 12 16– ASPHALT PAVING

3.3 PREPARATION
A. Comply with 39-2.01C(3) “Surface Preparation” of the 2023 Caltrans Standard Specifications B. Apply a tack coat to finished surfaces of aggregate and concrete surfaces where HMA will meet.

C. Use clean sand to blot excess primer.

3.4 INSTALLATION – ASPHALT PAVEMENT
A. Install work as shown on plans and in accordance with 2023 Caltrans Standard Specifications.

B. Spread and compact HMA at minimum ambient and surface temperatures per section 39- 2.02C “Construction” of the 2023 Caltrans Standard Specifications PART 4 - MEASUREMENT AND PAYMENT

4.1 MEASUREMENT
A. Hot Mix Asphalt (Type A) will be measured for payment by the ton.

4.2 PAYMENT
A. The contract price paid per ton for Hot Mix Asphalt (Type A) shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved for Hot Mix Asphalt, complete and in place, as shown on the plans, as specified in these specifications, and as directed by the City.

B. Payment for tack coat is included in payment for Hot Mix Asphalt (Type A).

END OF SECTION 32 12 16

SECTION 32 16 00 – CURBS, GUTTERS, SIDEWALKS, AND BUS PADS

SECTION 32 16 00 CONCRETE CURBS, CURB AND GUTTERS, BIKE PATHS, AND SIDEWALKS PART 1 - GENERAL

1.1 WORK INCLUDES
Section Includes:

A. Concrete curb
B. Concrete curb and gutter
C. Concrete bike path
D. Concrete sidewalk
E. Truncated domes

1.2 REFERENCES
A. State of California, Department of Transportation (Caltrans), 2023 Standard Specifications (“Caltrans Standard Specifications”).

B. American Society for Testing and Materials (ASTM):

1. ASTM C78/C78M: Standard Test Method for Flexural Strength of Concrete

2. ASTM A615/A615M: Standard Specification for Deformed and Plain Carbon- Steel Bars for Concrete Reinforcement

3. ASTM D7508: Standard Specification for Polyolefin Chopped Strands for Use in Concrete

4. ASTM C309: Standard Specification for Liquid Membrane- Forming Compounds for Curing Concrete

1.3 SUBMITTALS
A. Product Data: Submit data on bus pad joint filler, epoxy, admixtures, mix designs, and curing compounds.

B. Certificates of compliance for concrete mixes signed by both Contractor and Supplier containing the following statements:

1. Materials supplied comply with the specification in all respects

2. Proportioning and mixing is in compliance with a design mix which has been field tested in accordance with the herein requirements and produces the required compressive strength under like conditions.

3. Statement of type and amount of admixtures.

4. All certificates shall include the Material and Supplier’s mix design number C. Make concrete materials submittals under section 90 of the Caltrans Standard Specifications.

D. Submit product data for detectable warning surface panels.

E. Submit data for grade rings, mortar, and other products to be used to adjust utility covers

1.4 QUALITY ASSURANCE
A. Perform Wor k and testing in accordance with section 73 of the Caltrans Standard Specifications and City standards
B. Obtain cementitious materials from one source.

SECTION 32 16 00 – CURBS, GUTTERS, SIDEWALKS, AND BUS PADS

C. Slip forming of curbs will not be allowed.

PART 2 - PRODUCTS

2.1 GENERAL
A. Products not specified in this section must comply with Caltrans Standard Specifications.

2.2 REINFORCEMENT
A. Reinforcing steel must comply with Caltrans Standard Specification section 52.

B. Welded wire fabric must comply with ASTM A615/A615M, 10/10.

2.3 CONCRETE MATERIALS
A. Concrete shall comply with Caltrans Standard Specifications, Section 73, “Concrete Curbs and Sidewalks” B. Concrete shall contain at least 463 pounds of cementitious material per cubic yard and have a compressive strength of 3,000 psi.

2.4 ACCESSORIES
A. Curing Compound: ASTM C309, Type 1 or 1D, Class A or B.

2.5 DETECTABLE WARNING SURFACE
A. Detectable warning surface for curb ramps must be cast-in-place replaceable type, Federal Yellow in color, and comply with Caltrans Standard Specification Section 73.

PART 3 - EXECUTION

3.1 PLACE CONCRETE
A. Install concrete curbs, curb and gutter, sidewalks, pedestrian platforms under Caltrans Standard Specification, Section 73.

B. Notify City minimum two work days prior to starting concreting operations. Confirm condition, compaction of subgrade before scheduling pour.

C. Scoring: Match existing adjacent paving where occurs and where feasible. Score at corners of embedded pull boxes for crack control.

D. Connect to existing sidewalk by setting 7” long, #4 dowels in epoxy. Spacing to be per City of Cupertino Standard Detail 1-23.

3.2 DETECTABLE WARNING SURFACE
A. Install detectable warning surface as shown on the plans in accordance with manufacturer’s instructions.

B. Do not cut detectable warning panels.

3.3 JOINTS
A. Sid
ewalk, driveway, island, and curb and gutter joints must be construction joints, weakened plane or sawed joints only. Filled joints will not be allowed. Match existing transverse joint spacing (construction, control/weakened plane, score marks, expansion, etc.) per City standards

3.4 FINISHING
A. Sidewalk Paving:

1. Slopes less than 6 percent: Slip Resistant, medium broom finish.

2. Slopes greater than 6 percent: Slip resistant, heavy broom finish.

SECTION 32 16 00 – CURBS, GUTTERS, SIDEWALKS, AND BUS PADS

3. Radius to 1/4 inch radius.

4. Trowel joint edges.

5. Wood float.

6. Texture sidewalk transverse to direction of travel.

3.5 CURING
A. Cure using curing compound method under section 90 of the Caltrans Standard Specifications.

3.6 PROTECTION
A. Immediately after placement, protect pavement from premature drying, excessive hot or cold temperatures, and mechanical injury.

PART 4 - MEASUREMENT & PAYMENT

4.1 MEASUREMENT
A. The following bid items will be measured per linear foot:

1. Concrete curb
The proposed curb to form the concrete channel under the trench drain will be measured under this bid item.

B. The following bid items will be measured per square foot:

1. Concrete bike path

2. Concrete sidewalk/pedestrian platform

3. Truncated domes
The proposed pedestrian platform will be measured under the concrete sidewalk bid item

4.2 PAYMENT
A. The contract price paid for Concrete Curb measured for pay per linear foot shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all the work involved in constructing concrete curbs measured for pay per linear foot, including removal of existing aggregate base, site walk with City following construction staking but prior to demolition, adjusting limits of curb ramps and corners, excavation, aggregate base subgrade preparation, laying out, installing dowels into the existing sidewalk, setting, and surveying formwork to verify proper sidewalk cross slopes, meeting with City to review string lines, sidewalk and street cross slopes, painting noses white, and ramp limits, resetting of wooden forms if necessary, final walk through with inspector prior to concrete placement, furnishing and placing concrete, reinforcing, and slip dowels including retaining curbs, complete in place, as shown on the plans, as specified in these specifications, and
as directed by the City.

B. The contract price paid for concrete items measured for pay per square foot shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all the work involved in constructing concrete items measured for pay per square foot, including removal of existing aggregate base, site walk with City following construction staking but prior to demolition, adjusting limits of curb ramps and corners, excavation, aggregate base subgrade preparation, laying out, setting, and surveying formwork to verify proper sidewalk cross slopes, meeting with City to review string lines, sidewalk and street cross slopes, and ramp limits, resetting of wooden forms if necessary, final walk through with inspector prior to concrete placement, furnishing and placing concrete, reinforcing, and slip dowels including retaining curbs, adjusting utility covers to finished grade, complete in place, as shown on the plans, as specified in these specifications, and
as directed by the City.

C. The contract price paid for truncated domes measured for pay per square foot shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all the work

SECTION 32 16 00 – CURBS, GUTTERS, SIDEWALKS, AND BUS PADS

involved in installing truncated domes per the manufacturer’s instructions, complete in place, as shown on the plans, as specified in these specifications, and as directed by the City.

D. HMA (Type A) deep lift sections adjacent to curbs and gutters and islands will be measured and paid per ton as HMA (Type A).

END OF SECTION 32 16 00

SECTION 32 16 43 – CONCRETE BUS PAD

SECTION 32 16 43 CONCRETE BUS PAD
PART 1 - GENERAL

1.1 WORK INCLUDES
Section Includes:

A. Concrete bus pad

1.2 REFERENCES
A. State of California, Department of Transportation (Caltrans), 2023 Standard Specifications (“Caltrans Standard Specifications”).

B. American Society for Testing and Materials (ASTM):

1. ASTM C78/C78M: Standard Test Method for Flexural Strength of Concrete

2. ASTM A615/A615M: Standard Specification for Deformed and Plain Carbon- Steel Bars for Concrete Reinforcement

3. ASTM D7508: Standard Specification for Polyolefin Chopped Strands for Use in Concrete

4. ASTM C309: Standard Specification for Liquid Membrane- Forming Compounds for Curing Concrete
C. Santa Clara County Valley Transportation Authority (VTA), Bus Stop and Passenger Facilities Standards, March 2010

1.3 SUBMITTALS
A. Product Data: Submit data on bus pad joint filler, epoxy, admixtures, mix designs, and curing compounds.

B. Certificates of compliance for concrete mixes signed by both Contractor and Supplier containing the following statements:

1. Materials supplied comply with the specification in all respects

2. Proportioning and mixing is in compliance with a design mix which has been field tested in accordance with the herein requirements and produces the required compressive strength under like conditions.

3. Statement of type and amount of admixtures.

4. All certificates shall include the Material and Supplier’s mix design number

5. Make concrete materials submittals under section 90 of the Caltrans Standard Specifications.

1.4 QUALITY ASSURANCE
A. Perform Work and testing in accordance Caltrans Standard Specifications B. Perform work under VTA Bus Stop and Passenger Facilities Standards, “Bus Stop Pavement Details”, Caltrans Standard Specifications
C. Obtain cementitious materials from one source.

PART 2 - PRODUCTS

2.1 GENERAL
A. Products not specified in this section must comply with Caltrans Standard Specifications.

SECTION 32 16 43 – CONCRETE BUS PAD

2.2 REINFORCEMENT
A. Dowels shall comply with Caltrans Standard Specifications, Section 52, “Reinforcement”

2.3 CONCRETE MATERIALS
A. Concrete for bus pads shall comply with Caltrans Standard Specifications, Section 40 “Concrete Pavement” and Section 90, “Concrete” except that the concrete shall:

1. Have a flexural strength of 650 psi at 28 days as determined by ASTM C78.

2. Include 1/2-inch polypropylene fibers (Fibermesh or approved .equal) at a rate of 1-1/2 pounds per cubic yard. Fibers must comply with ASTM D7508

3. Include one pound of dispersing black mixed with each cubic yard of concrete at the batch plant.

2.4 ACCESSORIES
A. Curing Compound: ASTM C309, Type 1 or 1D, Class A or B.

PART 3 - EXECUTION

3.1 PLACE CONCRETE
A. Install bus pads under Caltrans Standard Specification, Section 40, “Concrete Pavement” and Section 90 “Concrete”.

3.2 JOINTS
A. Contraction and expansion joints and gaps between the bus pad and the existing pavement shall cleaned and sealed prior to permitting traffic on the pad. Joint sealing compound shall be type “A” joint seal and conform to Caltrans Standard Specifications, Section 51-2.202B, “Type A and AL Joint Seals”.

B. Bus Pad: place contraction joints at 10’ intervals and expansion joint at 40’ interval.

C. Sawcutting of the contraction joints must be performed within 24 hours after concrete has received final surface finish

3.3 FINISHING
A. After spreading and compacting, concrete shall be given a preliminary finish, which shall be smooth and true to grade. In advance of curing operations, the pavement shall be given a final rough broom finish with grooves having depth of 1/8” perpendicular to the curb and gutter.

3.4 CURING
A. Cure using curing compound method under Caltrans Standard Specifications, Section 90 “Concrete”.

3.5 PROTECTION
A. Immediately after placement, protect pavement from premature drying, excessive hot or cold temperatures, and mechanical injury.

B. Do not permit pedestrian or vehicular traffic over pavement for 10 calendar days nor before the concrete has developed a modulus of rupture of 550 pounds per square inch.

PART 4 - MEASUREMENT & PAYMENT

4.1 MEASUREMENT
A. Concrete Bus Pad will be measured for pay per square foot

4.2 PAYMENT
A. The contract price paid for Concrete Bus Pad paid per square foot shall include full compensation for

SECTION 32 16 43 – CONCRETE BUS PAD

furnishing all labor, materials, tools, equipment, and incidentals for doing all the work involved in constructing the bus pad for pay per square foot, including removal of existing aggregate base, site walk with City and VTA following construction staking but prior to demolition, adjusting limits of corners, excavation, aggregate base subgrade preparation, laying out, setting, meeting with City and VTA to review string lines, sidewalk and street cross slopes, and ramp limits, resetting of wooden forms if necessary, final walk through with inspector prior to concrete placement, furnishing and placing concrete, reinforcing, complete in place, as shown on the plans, as specified in these specifications, and as directed by the City and VTA.

B. HMA (Type A) deep lift sections adjacent to the bus pad will be measured and paid per ton as HMA (Type A).

END OF SECTION 32 16 43

SECTION 32 17 23 – PAVEMENT STRIPES AND MARKINGS

SECTION 32 17 23 PAVEMENT STRIPES AND MARKINGS
PART 1 - GENERAL

1.1 WORK INCLUDES
A. Thermoplastic pavement markings
B. Thermoplastic traffic stripes
C. Reflective paint on curbs and island nose
D. Reflective paint on concrete block
E. Type G retroreflective marker on concrete block
F. Pavement markers
G. Green bike lane pavement markings

1.2 REFERENCES
A. State of California, Department of Transportation (Caltrans), 2023 Standard Specifications (“Caltrans Standard Specifications”).

1.3 SUBMITTALS
A. Submit product data as specified in sections 81 and 84 of the Caltrans Standard Specifications.

1.4 QUALITY CONTROL
A. Layout of Work
Prior to the application of the pavement markings, mark the location of all the pavement markings, and obtain authorization before proceeding with the application work.

1.5 DEFINITIONS
A. For the purpose of this Contract, the following pavement marking definitions apply:

1. Striping: A painted longitudinal line for separating traffic.

2. Pavement Marking: A painted legend, crossing marking, parking stall, limit line, lettering or striping greater than 6 inches in width.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Pavement marking materials:

Thermoplastic pavement stripes shall comply with section 84-2.03C(2)(c) Sprayable Thermoplastic Traffic Stripes and Pavement Markings
Thermoplastic pavement markings, and pavement markers shall conform to section 84- 2 of the Caltrans Standard Specifications.

Color of pavement markings shall be as shown per detail on the Caltrans Standard Plans.

Pavement Markers for striping details and for curb enhancement shall be 2- way retroreflective markers with type, color, and placement conforming to Caltrans Standard Specifications, Section 81.

Concrete painting material:

1. Paint for concrete must be reflective white or reflective yellow

SECTION 32 17 23 – PAVEMENT STRIPES AND MARKINGS

2. Reflective paint must have glass beads and be recommended for coating concrete.

B. Green pavement markings may be either of the following:

1. Green methyl methacrylate pavement markings:

Ennis-Flint MMAX Colored Lane Treatment with Anti-Skid or approved equal.

Materials used to create material shall consist of colored lane treatment pre- pigmented resin and hardwearing aggregate and catalyst.

Green colored lane treatment resin shall have the following properties:

Density 12.52 +/- .35
Tensile >400PSI ASTM D638
Elongation >180% ASTM D638
Flash Point >50˚F/10˚C ASTM D1310
green colored lane treatment aggregate shall be provided by the manufacturer and will have a hardness of 9 on the Mohs scale. Aggregate shall be a neutral, light color that will not affect the color of the finished product and will have a mesh sizing of 24 grit.

Green colored lane treatment catalyst shall come in a powder form and be supplied in bulk at the maximum usage rate of 0.51 +/- 0.2 lbs. (.23 +/- .09 kg) per pail of resin.

2. Premark ViziGrip Skid/Slip Resistant (90 mil) or a City approved equivalent. Bike symbols, legends, and arrows within green bike lanes and shall be Premark ViziGrip (90 mil) or a City approved equivalent. Placement shall be performed as required by the manufacturer's specifications.

Bike symbols, legends, and arrows in green bike lanes must be factory assembled with the green marking sheet and interconnected so that in the field it is unnecessary to assemble the individual pieces within a material segment.

The green bike lanes shall be pre- formed thermoplastic pavement marking sheets utilizing light green color that meets FHWA specifications for color.

A sealer specified by the manufacturer must be applied to the substrate asphalt and concrete to ensure proper adhesion.

Preformed green marking sheets shall be installed first before the 6" white liquid thermoplastic bicycle lane line. Pre-formed sheets shall be laid out and applied so that edges of adjacent sheets fit snugly together, the pattern of the marking aligns properly from sheet to sheet, and to prevent overlap of adjacent sheets. First time applicators shall contact the pre- formed thermoplastic pavement marking supplier for product support and on-site training.

PART 3 - EXECUTION

3.1 APPLICATION
A. Application of pre-formed thermoplastic pavement markings shall be done in accordance with the manufacturer’s instructions.

B. Application of methyl methacrylate pavement markings shall be done in accordance with the manufacturer’s instructions.

C. Application of thermoplastic traffic stripes shall be done in accordance with Caltrans Standard Specification Section 84-2.03C(2)(c)
D. Locations of traffic stripes, pavement markings and pavement markers shall be as shown on the Contract Drawings and approved by the City prior to installation E. Application of reflective paint shall conform to the requirements of Caltrans Standard Specifications Section

78.

SECTION 32 17 23 – PAVEMENT STRIPES AND MARKINGS

F. Application of retroreflective markers to curb face for curb enhancement shall conform to the requirements of Caltrans Standard Specifications Section 81.

PART 4 - MEASUREMENT AND PAYMENT

4.1 MEASUREMENT
Measurement and Payment sections of Section 84 of the Caltrans Standard Specifications are not applicable.

A. The following bid items will be measured per linear foot of the detail of the type shown without subtraction for gaps:

1. 4” White Buffer Stripe

2. 12” White Thermoplastic Traffic Stripe

3. 24” White Thermoplastic Traffic Stripe

4. Detail 37B Traffic Stripe

5. Detail 38 Traffic Stripe

6. Detail 39 Traffic Stripe

7. Detail 39A Traffic Stripe
Pavement retroreflective markers that are part of the above striping details will not be measured separately for pay.

B. The following bid items will be measured per square foot of the area covered with thermoplastic pavement marking, not counting overlap:

1. Pavement Markings

2. Green Pavement Markings
C. The following bid items shall not be measured and is included in the bid item for Traffic Control and Precast Concrete Blocks in the Bid Form:

1. Temporary painted traffic stripes, temporary painted traffic markings, temporary traffic markers

2. Retroreflective markers or paint mounted on concrete block or concrete end block

4.2 PAYMENT
A. The contract price for thermoplastic stripe/retroreflective marker items measured for pay by linear foot shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in installing thermoplastic stripe/ retroreflective marker items, including establishing alignment and layout work, complete in place, as shown on the plans, as specified in these specifications, and as directed by the City.

B. The contract price for Thermoplastic Pavement Markings measured for pay by square foot shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in installing Thermoplastic Pavement Markings, including establishing alignment and layout work, complete in place, as shown on the plans, as specified in these specifications, and as directed by the City.

C. The contract pr ice for Green Pavement Markings paid per square foot shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in installing Green Pavement Markings, including establishing alignment and layout work, complete in place, as shown on the plans, as specified in these specifications, and as directed by the City.

D. Full compensation for temporary painted traffic stripes, temporary painted pavement markings and

SECTION 32 17 23 – PAVEMENT STRIPES AND MARKINGS

temporary pavement markers used for temporary traffic centerline, median striping and lane line striping, shall be considered as included in the contract Lump Sum paid for Traffic Control and no separate payment will be made therefor.

E. Full compensation for retroreflective markers or paint used on precast concrete blocks shall be considered as included in the unit price paid for Precast Concrete Block and Precast Concrete End Block and no separate payment will be made therefor.

F. There shall be no increase in the unit price for bid item quantities increased or decreased.

END OF SECTION 32 17 23

SECTION 33 05 61 – MANHOLES AND STRUCTURES

SECTION 33 05 61 ADJUSTING MANHOLES AND VALVE COVERS
PART 1 - GENERAL

1.1 WORK INCLUDES
A. Adjusting a sanitary sewer manhole to proposed grade.

B. Adjusting a water valve cover to proposed grade

1.2 REFERENCES
A. State of California, Department of Transportation (Caltrans), 2023 Standard Specifications (“Caltrans Standard Specifications”).

1.3 SUBMITTALS
A. Submit product data for raising devices as specified in Section 71- 5.03B “Frames, Covers, Grates and Manholes” of the Caltrans Standard Specifications.

1.4 QUALITY ASSURANCE
A. Perform Storm Drain Work in accordance with City of Cupertino Standards and Section 71-5.03B “Frames, Covers, Grates and Manholes” of the Caltrans Standard Specifications.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Raising device must comply with Section 71-5.03B “Frames, Covers, Grates and Manholes” of the Caltrans Standard Specifications.

PART 3 - EXECUTION

3.1 ADJUSTING FRAME AND COVER
A. Adjust manhole frame and cover using a raising device in compliance with section 71- 5.03B “Frames, Covers, Grates and Manholes” of the Caltrans Standard Specifications.

PART 4 - MEASUREMENT AND PAYMENT

4.1 MEASUREMENT
A. The work performed under Manholes and Structures section, will not be measured and shall be considered as included in the various bid items in the Bid Form.

4.2 PAYMENT
A. Full compensation for adjusting manhole covers to grade shall not be measured separately for payment and shall be considered as included in the contract unit price for Minor Concrete (Bus Pad) bid item listed in the schedule of bid prices in the Bid Form and no additional compensation will be allowed.

END OF SECTION 33 05 61

SECTION 33 41 00 – TRENCH DRAIN FRAME AND GRATE

SECTION 33 41 00 TRENCH DRAIN FRAME AND GRATE
PART 1 - GENERAL

1.1 WORK INCLUDES
A. Installation of frame and grate over concrete channel.

1.2 REFERENCES
A. State of California, Department of Transportation (Caltrans), 2023 Standard Specifications (“Caltrans Standard Specifications”).

B. American Society of Mechanical Engineers (ASME):

1. ASME A112.6.3 Floor and Trench Drains

1.3 SUBMITTALS
A. Submit trench drain frame and grate construction, features, configuration, and dimensions.

1.4 QUALITY ASSURANCE
A. Perform Work in accordance with City of Cupertino Standards, in accordance with manufacturer’s instructions and with prior approval of the City.

1.5 DELIVERY, STORAGE, AND HANDLING
A. Deliver and store products in manufacturer’s packaging bearing the brand name and manufacturer’s identification until ready for installation
B. Store products in environmental conditions within the manufacturer’s recommended limits C. Handle materials to avoid damage.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Frame and grate shall be a singular system, constructed of ductile/cast iron, and be rated “Medium Duty” per the requirements of ASME A112.6.3
B. Grate shall be ADA compliant and be certified to have an anti-slip traction surface by the manufacturer.

C. Grate shall be solid
D. Grate shall be removable and bolted in place or outfitted with approved locking mechanism, flush or recessed in grate.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Examine installation site for compliance with manufacturer’s requirements for placement and installation.

B. Correct any unsatisfactory conditions prior to installation.

3.2 INSTALLATION
A. Frame and grate shall be installed at the same time and be embedded with the concrete trench drain and per manufacturer’s recommendations.

B. The frame shall be properly fitted and cover shall be flush with adjacent grade.

PART 4 - MEASUREMENT AND PAYMENT

SECTION 33 41 00 – TRENCH DRAIN FRAME AND GRATE

4.1 MEASUREMENT
A. The work performed under Trench Drain Frame and Grate shall be measured on a lump sum unit cost.

4.2 PAYMENT
A. The contract lump sum price for Trench Drain Frame and Grate shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved for furnishing and installing trench drain frame and grate per the manufacturer’s recommendations, including installation into the concrete channel , complete and in place, as shown on the plans, as specified in these specifications, and as directed by the City.

END OF SECTION 33 41 00

Steven Creek Boulevard Class IV Bike Lane Phase 2A TECHNICAL SPECIFICATIONS Project No. 2022-15

SECTION 34 41 13 – SIGNALS, LIGHTING, AND ELECTRICAL SYSTEMS

SECTION 34 41 13 SIGNALS, LIGHTING, AND ELECTRICAL SYSTEMS PART 1 - GENERAL

1.1 WORK INCLUDED
A. Furnish and install traffic signal standards, posts, and foundations.

B. Traffic signal heads, push button assemblies, luminaries, hardware and appurtenances.

C. Traffic signal pull boxes.

D. Conduit, circuits, and appurtenances.

E. Trenching for conduits and appurtenances and backfill.

F. Dust alleviation and control.

G. Cleanup and restoration of surface in improved areas, including pavement markings and signage.

H. Supplying all labor, materials, equipment and apparatus not specifically mentioned herein or noted on the plans, but which are incidental and necessary to complete the work specified.

I. Prior to installing the traffic signal poles, Contractor shall refer to the potholing report prepared by Exaro in Attachment C.

J. 2 weeks prior to installing traffic signal poles at Stevens Creek Boulevard/Wolfe Road, and Stevens Creek Boulevard/De Anza Boulevard intersections, Contractor to drill an exploratory hole at the proposed pole foundation location per the Project Plans.

K. The cost for the traffic signal pole exploratory hole will not be paid for as a pothole, but the cost for the traffic signal pole exploratory hole will be part of the price paid for traffic signal poles.

L. Removing existing traffic signal standards.

M. Relocating existing traffic signal equipment and roadway signs.

N. Furnishing and installing new traffic signal standards and equipment at the intersections of Stevens Creek Boulevard and Miller Avenue-Wolfe Road and Stevens Creek Boulevard and De Anza Boulevard, per the Project Plans and these Technical Specifications.

1.2 APPLICABLE PUBLICATIONS
A. The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the general designation only.

1. The State of California, Department of Transportation Standard Specifications,

2. Standard Pl ans, and Manual on Uniform Traffic Control Devices (MUTCD).

3. NEC – The National Electric Code.

4. California Division of Industrial Safety Electrical Orders (Title 8).

5. I.E.S. – Illumination Engineering Society of Standards.

6. NEMA – National Electrical Manufacturers Association Standards.

7. IMSA – International Municipal Signal Standards and Specifications.

8. SPUC Electrical Safety Orders (i.e., General Order No. 95)

Steven Creek Boulevard Class IV Bike Lane Phase 2A TECHNICAL SPECIFICATIONS Project No. 2022-15

SECTION 34 41 13 – SIGNALS, LIGHTING, AND ELECTRICAL SYSTEMS

9. American Society for Testing and Materials (ASTM) Publications: A – 123 Zinc Coatings, Rolled, Pressed Forged Mat.

A - 307 Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength. B - 3 Specification for Soft or Annealed Copper Wire.

B - 8 Cubic Conduit Hard Medium Soft.

D – 1785 Pipe, Poly Vinyl Chloride (PVC) Plastic, Schedules 40, 80 &120.

10. City of Cupertino Standard Details

11. Caltrans Standard Plans and Specifications

1.3 SUBMITTALS
A. Submittals covered by these requirements include manufacturers’ information, shop drawings, test procedures, test results, samples, requests for substitutions, and miscellaneous work - related submittals.

Submittals shall also include, but not be limited to, all mechanical materials, reinforcing steel, and fabricated items. The Contractor shall furnish all drawings, specifications, descriptive data, certificates, samples, tests, methods, schedules, and manufacturer’s installation and other instructions as specifically required in the contract documents to demonstrate fully that the materials and equipment to be furnished and the methods of work comply with the provisions and intent of the Contract Documents.

B. The following is the list of submittals anticipated for this project:

1. Certificates of compliance for concrete mixes signed by both Contractor and Supplier containing the following statements:
a. Materials supplied comply with the specification in all respects b. Proportioning and mixing is in compliance with a design mix which has been field tes
ted in accordance with the herein requirements and produces the required compressive strength under like conditions.
c. Statement of type and amount of admixtures.
d. All certificates shall include the Material and Supplier’s mix design number

2. At time of delivery provide certified delivery ticket stating volume of concrete delivered and time of mixing, or time of load-out in case of transit mixers.

3. Shop drawings on all poles, electroliers, signal heads and fixtures, and signal system equipment components, and catalogue cuts of conduits, conductors, pull boxes, and other equipment for approval prior to ordering material and equipment.

4. Proposed LED Luminaires conforming to section 86-1.02K(2) of Standard Specifications and these Special Provisions.

5. At the completion of construction, the Contractor shall submit a record drawing (i.e., marked up copy of the contract drawing) showing the intersection:
a. Poles
b. Cabinets
c. Pull boxes

Steven Creek Boulevard Class IV Bike Lane Phase 2A TECHNICAL SPECIFICATIONS Project No. 2022-15

SECTION 34 41 13 – SIGNALS, LIGHTING, AND ELECTRICAL SYSTEMS

d. Conduit routing
e. Loops
f. Pole schedule
g. Conduit schedule
h. Phasing as shown on the plans

1.4 QUALITY ASSURANCE
A. All work shall be done under the supervision of, and to the satisfaction of the City Engineer.

B. Electrical work must be performed by a contractor having a valid California C -10,'Electrical Contractor' license.

C. Installation shall be in conformance with the NEC.

D. All materials to be supplied shall be approved by the City.

E. All material for signals and safety lighting shall require the Underwriters' Laboratories label, except material for which U. L. does not provide label service listing.

F. All material shall be new, packed in original containers, installed or turned over to the City free of rust, corrosion, or any other defects.

G. To the extent possible, all equipment or materials for any one system shall be furnished by the same manufacturer. Such items as conduit, conduit fittings and appurtenances supplied for any one system shall be the same throughout the project.

H. Compaction, Compression, and Tests:

1. The percentage of compaction or the compressive strength specified shall be the minimum allowable.

2. Compressive strength of concrete shall be determined utilizing test cylinders taken during the pour at such times and frequencies as designated by the City Engineer. At minimum, the compressive strength shall be tested once per 100 cubic yard of concrete cast, or every day of casting, whichever is more frequent. Sampling shall be in accordance with the requirements of ASTM C172 and the specimens shall be made and cured in accordance with the requirements of ASTM C31. Compression testing shall conform to the requirements of ASTM C39.

I. Cer
tification of Materials:

1. Portland Cement Concrete: When requested, provide City Engineer with two (2) copies of mill test reports of aggregate, cement, and reinforcement supplied, showing compliance with the respective Specifications.

2. Provide City Engineer with copies of certified plant load- out slips showing volume of concrete delivered and time of mixing for each load.

1.5 JOB CONDITIONS
A. Contractor shall conduct operations and schedule cleanup in a manner to cause the least possible obstruction and inconvenience to traffic, pedestrians and any adjacent property owners and tenants.

B. Contractor shall protect open excavations and trenches with covers, railings and fences as required, together with signs, lights and other warning devices sufficient to protect and maintain safe pedestrian, bicycle, and vehicular traffic through the work area to the satisfaction of the City Engineer.

C. Contractor shall conduct operations in such a manner that existing facilities and utilities which are to remain in place will note be damaged. Excavation, trenching, and other work under or adjacent to existing pipelines,

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conduit runs, or structures of any kind, shall be protected in such a manner as not to interfere with the safe operation and use of such facilities. Should any damage be incurred to existing facilities or structures during the operations, the Contractor shall immediately notify the proper owners or authorities and shall arrange for the immediate repair of the facilities at the Contractor’s expense.

D. The location of proposed signal and electrolier standards, pull boxes, conduits, cabinets, and other equipment shown on the plans is approximate only and the exact location of such shall be as established in the field by the City Engineer.

E. Construction area shall be left in a clean, neat, and workmanlike condition. All construction waste, rubbish, and debris remaining upon completion of the work shall become the property of the Contractor unless otherwise specified herein or noted on the plans and shall be removed from the work-site by the Contractor and disposed of off-site in a lawful manner to the satisfaction of the City Engineer.

F. Comply and conform to conditions and requirements indicated herein and specified under all other sections of these Technical Specifications.

1.6 MAINTAINING EXISTING AND TEMPORARY ELECTRICAL SYSTEMS A. Contractor will execute the Work while traffic signals are in operation except for the periods of permitted shutdown. For shutdown periods, Contractor will prepare and submit a detailed plan that includes shutdown schedule, planned sequence of work, milestones and projected times of completions of activities, any anticipated problems, Contractor’s supervisory personnel, actions desired of City and staff, and contingency plans. Contractor will allow sufficient time for review and re-submittal of the shutdown plan until acceptable to City. Contractor will employ sufficient labor, superintendence, and equipment at all times during shutdown and other operational disruptions to complete Work within the specified periods at no additional cost to the City. When required to minimize treatment process interruptions while complying with specified sequencing constraints, Contractor will provide power, lighting, controls, instrumentation, and safety devices.

B. Traffic signal and street lighting system shutdowns, when permitted, shall be limited to periods between the hours of 9:00 AM and 3:00 PM.

C. Existing street lighting and signal communication systems shall be maintained during construction operations. Maintain existing safety lighting on streets to the minimum required by the Special Conditions, or as required by the City Engineer. Maintenance of existing street light and traffic signal systems shall be considered as included in the contract lump sum prices for the work item involved and no additional compensation will be allowed therefore.

D. The contractor shall place "Stop Ahead" and "Stop" signs to direct vehicle and pedestrian traffic through the intersection during traffic signal system shutdown. Temporary "Stop Ahead" and "Stop" signs shall be either covered or removed when the system is turned on.

E. "Stop Ahead" and "Stop" signs shall be furnished by the contractor and shall conform to the provisions in the California MUTCD and Section 12-3.11, "Construction Area Signs", of the Standard Specifications, except that the base material for the signs shall not be plywood.

F. One "Stop Ahead" sign and two "Stop" signs shall be placed for each direction of tra ffic. Location of the
signs shall be as directed by the City Engineer.

G. Full compensation for furnishing, installing, maintaining and removing temporary "Stop Ahead" and "Stop" signs and for covering signs not in use shall be considered as included in the contract lump sum price paid for the work item involved and no additional compensation will be allowed therefore.

PART 2 - PRODUCTS

2.1 CONTRACTOR FURNISHED ITEMS
A. Contractor shall furnish all poles and equipment necessary to install the traffic signal improvements and to provide a fully functional traffic signal system as per the Project plan and these Technical Specifications.

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2.2 EQUIPMENT LIST AND DRAWINGS
A. Submission of Proposed List of Equipment and Material Drawings:

1. Unless otherwise permitted in writing by the Engineer, the Contractor, within 10 days following approval of the contract or at the time of the pre-construction meeting (whichever comes first), shall submit to the Engineer for approval, a list of equipment and materials to be installed.

2. The list shall be complete as to name of manufacturer, size and identifying number of each item.

B. At the completion of construction, the Contractor shall submit a record drawing (i.e., marked up copy of the contract drawing) showing the intersection:

1. Poles

2. Cabinets

3. Pull boxes

4. Conduit routing

5. Loops

6. Pole schedule

7. Conduit schedule

8. Phasing as shown on the plans

2.3 TRAFFIC SIGNAL POLES AND MAST ARMS
A. New traffic signal poles shall conform to the 2023 Caltrans Standard Plans and Sections 86 and 87 of the Caltrans Standard Specifications.

B. All poles shall be Valmont Galvanized Steel or approved equal.

C. All anchor bolts shall be sized to Caltrans Standard Plans and Specifications.

D. All anchor bolts shall be galvanized steel, complete with two hex nuts, two flat washers and one lock washer per bolt.

E. The bonding w ire is to be secured to a grounding lug, which is bolted to the inside of the pole directly opposite the hand hole.

F. All poles are to be grounded using a #6 AWG soft drawn bare copper wire.

G. Bonding wire must not be able to come in contact with the pole.

H. Ground wire shall be attached to ground rod at service pull-box by means of a ground rod clamp.

I. All shafts shall be provided with slip fitter caps.

2.4 PULL BOXES
A. New pull boxes shall conform to Section 86-1.02C of the Standard Specifications, Caltrans standard plans ES-8A and ES-8B, and these Technical Specifications.

B. Pull box types and sizes shall be as per Project plans.

C. All pull boxes not in vehicular traffic areas shall be Composolite Quazite pull boxes or approved equal.

D. Concrete boxes with traffic-rated lids shall be used in vehicular traffic areas.

2.5 CONDUIT

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A. All buried conduit will be PVC (polyvinyl chloride) schedule 40 with a diameter as shown on the Project Plans.

B. Conduit mounted on structures or within concrete foundations shall be rigid metal or IMC type.

C. All conduit will be installed in accordance with City of Cupertino standards or by directional boring.

D. There shall be no more than 3-90 degree sweeps in any run between pull boxes.

E. The minimum radius of bends for 2” conduit shall be 24”.

F. The minimum radius of bends for 3” conduit shall be 36”.

G. Conduit shall not be mounted on the surface of poles or cabinets except in the case of risers.

2.6 CONDUCTORS
A. Conductors shall conform to the provisions in Section 86-1.02F “Conductors and Cables” of the Standard Specifications and these Technical Specifications.

B. All field wiring must conform to the City of Cupertino traffic signal color code.

C. All conductors shall be labeled in the controller cabinet.

D. All conductors from vehicle and pedestrian head terminal blocks to the nearest pull box shall be AWG #14 solid copper THHN/THWN cross-linked polyethylene.

2.7 TRAFFIC SI GNAL VEHICULAR HEADS
A. Traffic signal heads shall be Econolite or McCain aluminum and shall be included in Caltrans’ Authorized Material List.

B. Traffic signal heads with 100% interchangeable parts may be considered.

C. At the City’s discretion, the Contractor may be required to supply a sample of the proposed vehicle signal head, complete with framework and visor, for examination and approval by the City. The Contractor shall be called to pick up the sample within 5 working days when the inspection is complete.

D. Housings shall be factory drilled and tapped to accommodate backplates.

E. Visors shall be tunnel type.

F. Visors shall be 7 inches long for 8-inch signal faces and 9-1/2 inches long for 12-inch signal faces.

G. All backplates shall be factory painted flat black in color and conform to Caltrans Standard Plan ES-4C.

H. All vehicle signal sections shall be 12-inch.

I. All bicycle signal sections shall be 8-inch.

J. All framework assemblies shall have vertical ferrous terminal compartments.

K. All signal head sections (red, yellow, and green) shall be Light Emitting Diode (LED) type, General Electric or approved equivalent and included on Caltrans’ Authorized Material List.

2.8 PEDESTRIAN SIGNALS
A. The pedestrian signals shall be 16” countdown- type (General Electric or approved equivalent), using Light Emitting Diode (LED) for walk, don’t walk and countdown indications. Signal shall use international symbol indications, with full hand and full man, and include Z -crate visor. Housing of pedestrian head shall be painted black.

B. Pedestrian heads with 100% interchangeable parts may be considered.

C. At the City’s discretion, the Contractor may be required to supply a sample of the proposed pedestrian

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signal head, complete with framework, for examination and approval by the City. The Contractor shall be called to pick up the sample within 5 working days when the inspection is complete.

D. Wiring shall be #14 AWG THHN/THWN and conform to the City of Cupertino color code.

2.9 PEDESTRIAN PUSH BUTTONS
A. General

1. All pedestrian push button assemblies shall be Accessible Pedestrian System Type per State Standard Plan ES -5C and 2022 Caltrans Standard Specifications Section 86- 1.02T “Accessible Pedestrian Signals”. Pedestrian push button signs shall be the touchless button sign (9" x 15") with appropriate push button frame adapter. Pedestrian push buttons shall be 2” ADA pushbuttons and be mounted 36” above the adjacent pavement.

2. Pedestrian push buttons shall have the touchless option, LED indication and audible speaker on pushbutton body to indicate activation of pushbutton. Pushbutton shall be the latest Campbell Company Guardian Wave Accessible Pedestrian Signal (APS), or City-approved equivalent.

3. The push button shall be a vibratory and tactile unit with a raised directional arrow and shall be as follows:

B. Specifications for Accessible Pedestrian Signal (APS)

1. The Audible- Tactile Pedestrian Signal System shall consist of all electronic control equipment, mounting hardware, push buttons and signs, which are designed to provide both a push button with a raised vibrating tactile arrow on the button, along with a variety of audible sounds for different pedestrian signal functions.

2. The APS shall consist of an independent Push Button Stations (PBS), as described below, and be capable of communicating with and programming with devices that support iOS client application, Android client application, Windows PC with Bluetooth and Windows client application, for programming the system settings.

C. Design Compliance

1. The APS shall meet:

• The functionality requirements of MUTCD 2009 – 4E and CAMUTCD 2011 – 4E, latest revision. • NEMA TS 2 Section 2.1 Temperature & Humidity requirements, or TS4 equivalent. • NEMA TS 2 Section 2.1 Transient Voltage Protection requirements, or TS4 equivalent. • NEMA TS 2 Section 2.1 Mechanical Shock and Vibration requirements, or TS4 equivalent. • IEC 61000-4-4, IEC 61000-4-5 Transient Suppression requirements. • FCC Title 47, Part 15, Class A Electronic Noise requirements.

2. The Push Button Station (PBS) Enclosure shall meet NEMA 250 – Type 4X requirements.

D. Functional Requirements

1. The APS shall provide:

• A “Wait” message that plays once the button is activated, and until the Walk cycle goes into effect. This message must have the field selectable option of OFF, or repeating every 4, 6, 8 or 10 seconds.
• At least 7 Ped- clearance sound choices including audible countdown (field selectable). The audible countdown shall represent the time remaining during the pedestrian Clearance interval.

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Timing is automatically adjusted to the CLEARANCE INTERVAL timing, provided by the Traffic Controller. Due to flasher relay timing variables, audible and PED Head numbers may vary by approximately one second.
• 2 language capabilities, selectable by user (as a field selectable feature). • Emergency Preemption Message in conjunction with a preemption system (selectable feature). • Synchronization capabilities of all sounds for all PBS’s.

2. The APS shall utilize high quality digital audio technology, with a minimum 16- bit sample at a 48 kHz sample rate.

3. The PBS firmware and voice messages shall be updatable via Bluetooth. There shall be no requirement for IC chips or module hardware to be removed or exchanged to complete a firmware or audio update.

4. The entire System shall be configurable any PBS over Bluetooth. All field access to selectable options using Bluetooth, Wi-Fi or Ethernet devices shall be protected using password security.

5. All PBS shall have “Touchless” actuation capabilities and shall be capable of detecting movement within 1-4 inches to actuate/place ped call via the PBS. The touchless actuation option shall be capable of adjusting the distance or range of detection from 1- 20 inches and shall be capable of adjusting minimum wave detection time (amount of time that a wave must be performed before a call is activated). The setting times shall be in milliseconds and be settable to 0ms, 50ms, 250ms, and 500ms. The touchless act uation option performance shall not be impeded or affected by ice buildup on the push button station. Touchless actuation shall be inconspicuous and vandal resistant.

E. Pedestrian Push Button Station Design Features

1. The PBS allows the pedestrian to place calls either via touchless feature or by pressing the button to the Traffic Controller and provides vibro-tactile feedback during the Walk cycle.

2. The PBS shall be mounted to a pole per Caltrans Standard Plan ES-7A.

3. The PBS shall be a single fixture that contains a 2” activation area, in which resides an ADA compliant vibro-tactile push button with a raised directional tactile arrow, and a sign mounted above the button.

4. The PBS Speaker shall be 8 Ohms, 6 Watt, and weather-proof.

5. The PBS button shall pulse and vibrate at approximately 20 Hz with displacement factor based on pounds of force used to actuate.

6. The PBS shall have a rear facing speaker projecting sound from front and back, providing 360º omnidirectional sound performance.

7. The PBS shall include internal Conflict Monitoring that monitors WALK, and DON’T WALK input signals for conflict conditions; disables system operation and logs errors if conflict occurs.

8. The PBS firmware and voice messages shall be updatable via Bluetooth. There shall be no requirement for the hardware to be changed out to update.

9. The system shall operate with the vendor’s client application to record and upload cumulative PED count & call data.

10. The PBS shall meet or exceed NEMA 250 type 4X enclosure requirements.

11. The PBS Construction shall be:

FRAME and BUTTON COVER: Cast Aluminum, Powder Coated.

HOUSING: Reinforced, UL-listed Thermoplastic.

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MESSAGE SIGN: Aluminum, Powder Coated, Ink Markings, or Reflective Vinyl Sheeting PUSH BUTTON: Aluminum, Nickel Plated, Powder Coated.

12. Electronic circuits (printed circuit board assemblies) shall be in a thermoplastic housing/enclosure having a UL94- V0 flammability rating. The housing/enclosure shall provide NEMA 250 4X protection to all covered components.

13. The PBS shall be a modular design with a separate speaker compartment that can be field replaced.

14. Audible messages shall conform to the latest CA-MUTCD Section 4E.

15. Speech walk messages that are used at intersection having pedestrian phasing that is concurrent with vehicular phasing shall be patterned after the model: “Broadway. Walk Sign is on to cross Broadway at 1st.”

16. Speech walk messages shall not contain any additional information, except they shall include designations such as “Street”, “Way”, “Drive” or “Avenue”, etc., where this information is necessary to avoid ambiguity at a particular location.

2.10 VEHICLE DETECTION - 360-DEGREE VIDEO DETECTION SYSTEM A. The contractor shall furnish and install a 360-degree video detection system, by Grid Smart or City approved equal, at the intersection of Stevens Creek Boulevard and De Anza Boulevard, .

2.11 LED BLANK OUT SIGNS
A. The Contractor shall furnish and install no-right-turn R3-1 blank out sign by McCain, or approved equal, on the traffic signal poles as indicated on the plans.

2.12 TRAFFIC SIGNAL SAFETY LIGHTING
A. Traffic signal safety lighting shall conform to the provisions in section 86- 1.02K, “Luminaires,” of the Standard Specifications and these Technical Specifications.

B. Contractor is to provide submittals of proposed LED Luminaires conforming to section 86- 1.02K(2) of Standard Specifications and these Special Provisions.

C. Luminaires shall be LED, Type III, medium cut -off types. The luminaire wattage shall be equivalent to a 120-watt high pressure sodium luminaire, unless otherwise indicated on plans. Luminaires shall have a color temperature of 4000K.

D. The photoelectric cell is to have a 1000-watt rating and voltage range of 105-volts to 285-volts.

E. The photo electric cell socket shall be an integral part of the top of the luminaire standard closest to the electrical service cabinet.

F. The photo electric cell shall be DTL Model D124-1.5-S or approved equal with 1.5 FTC turn-on level.

G. The source wire for luminaires shall be black #8 AWG THHN or approved equal for the hot wire (for 120 volts), and red and black #8 AWG THHN or approved equal (for 240 Volts). The neutral wire shall be white #8 AWG THHN.

H. Each individual safety light shall be fused in the base of the pole with BAN -15 AMP Buss fuse utilizing a TRON HEB-AA fuse holder or approved equal.

PART 3 - EXECUTION

3.1 REMOVAL OF EQUIPMENT

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A. All removed equipment, including traffic signal poles, shall become the property of the Contractor. The cost of proper disposal of all removed equipment, including traffic signal poles shall be included in the lump sum of the work item involved and no addition compensation will be allowed therefore.

B. Removals shall be performed in a careful and workmanlike manner.

3.2 DAMAGE EXISTING FACILITIES
A. Sidewalks, curb and gutter, planting medians and other pavement which are damaged by the signal installation work shall be removed by saw cutting at the first scoring line or as determined by the Engineer and replaced in kind.

B. The replacement of all damaged facilities shall be done at the Contractor’s expense.

3.3 UNDERGROUND UTILITIES
A. Existing underground utilities shown on the plans are approximate only. The Contractor shall verify exact location of all underground utilities prior to any excavation, drilling or underground boring work.

B. The City does not warrant the accuracy or completeness of items or their locations. The Contractor shall verify the exact location and depth of existing conduits, pull boxes and other electrical facilities prior to the use of any tools or equipment that may damage such facilities or interface with any electrical system.

C. It shall be the responsibility of the Contractor to contact serving utilities and obtain their approval and consent as their interest may appear.

D. Contractor is responsible for additional expenses due to conflicts with underground obstructions.

E. Underground Service Alert (U. S. A.) Notification
F. The Contractor shall notify U. S. A. at least 48 hours prior to any excavation. 811.

3.4 ELECTRICAL SERVI CE
A. Maintaining Existing and Temporary Electrical System

1. Existing traffic signal facilities are to be kept in operation during construction, until Contractor is ready to make the modified traffic signal system operational.

3.5 TRAFFIC SIGNAL POLE FOUNDATIONS
A. New traffic signal pole foundations shall conform to the 2023 Caltrans Standard Plans and Standard Specifications.

3.6 TRAFFIC SIGNAL POLES AND MAST ARMS
A. New traffic signal poles shall conform to the 2023 Caltrans Standard Plans and Sections 86 and 87 of the Caltrans Standard Specifications.

B. All required drilling of poles shall be done in the field after the pole is mounted.

C. All poles shall be leveled and cleaned of all cement.

D. Contractor shall make tentative layouts of all standards as shown on the plans, then arrange for confirmation of locations by the Engineer, prior to excavating.

E. A 2- foot minimum clearance shall be provided from face of curb to the face of standard, except where noted on the plans.

F. When installed, pole base shall be 2 inches above finish grade level. The 2-inch gap between the base and finish grade shall be filled with non-shrink grout.

G. Anchor bolts shall be bonded to rigid steel conduit.

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H. Conduit between standard and adjacent pull box shall be a 2” size minimum.

I. Conduit shall protrude 2” max above finished surface foundation.

J. The bonding wire is to be secured to a grounding lug, which is bolted to the inside of the pole directly opposite the hand hole.

1. All poles are to be grounded using a #6 AWG soft drawn bare copper wire.

2. Bonding wire must not be able to come in contact with the pole.

3. Ground wire shall be attached to ground rod at service pull box by means of a ground rod clamp.

3.7 PAINT TRAFFIC SIGNAL HARDWARE
A. Painting traffic signal equipment shall conform to the provisions of Section 78-4.08 “Painting Electrical Material” of the Standard Specifications, and these Technical Specifications.

B. Fronts of traffic signal backplates and inside of visors of traffic signal heads shall be painted lusterless black.

3.8 TRAFFIC SIGNAL SAFETY LIGHTING
A. All luminaires will be controlled by a central test switch located within the electrical service cabinet and a master photo cell located on top of one of the traffic signal poles.

B. All luminaires shall be wired to a single dedicated circuit breaker within the Type III service cabinet.

3.9 TRAFFIC SIGNAL VEHICULAR HEADS
A. Vehicle signals shall be mounted in accordance with the 2023 version of the Caltrans Standard Specifications and Standard Plans.

B. After installation, s ignal lenses must be covered until signal turn-on.

C. Bicycle signal heads shall be installed as shown on the plans and as directed by the City engineer.

3.10 PEDESTRIAN SIGNALS AND PUSH BUTTONS
A. Pedestrian signals and push buttons shall be mounted in accordance with Caltrans and Americans with Disabilities Act standards.

B. All wiring of the pedestrians signal heads and push buttons shall be completed per manufacturer ’s instructions.

3.11 PULL BOXES
A. Top of pull boxes shall be set flush with surrounding finish grade land in curbed areas shall be set flush with top of curb.

B. Once pull box installation is complete, the bottom of all pull boxes shall be completed with concrete. A one- inch diameter PVC pipe shall be provided through the concrete for drainage.

C. Where the sump of an existing pull box is disturbed by the Contractor’s operations, the sump shall be reconstructed.

D. All steel or cast-iron box covers shall be grounded per Caltrans standard plan ES-8B.

E. All pull box covers containing traffic signal conductors shall be marked “TRAFFIC SIGNAL”.

F. Markings on concrete covers shall be clearly defined and uniform in depth.

G. Markings shall be between 1” and 3” high.

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H. Markings on steel and cast-iron pull box covers shall be applied prior to galvanizing.

I. Unless otherwise stated on the Project Plans, pull boxes shall not contain more than one extension.

3.12 CONDUIT
A. The Contractor shall contact USA 811, City of Cupertino (fiber optic cables), and other affected utilities 48 hours prior to commencing work to verify and “mark” existing underground utilities. No work is to commence until the services have been marked in the field. Potholing of all will be required prior to directional drilling or rockwheeling.

B. The trench will be a minimum of 4” wide and the Contractor should maintain a cover of 18” wherever possible. The trench shall be backfilled with concrete slurry mix and 2” asphalt concrete. For details, refer to attached drawings. No trenching shall be left open at the end of C. any working day. All trench edges shall be cut to a neat smooth line with a “Rock Wheel” device approved by the Engineer. Any trench edges that are uneven or broken during construction shall be removed and saw cut neatly prior to backfilling.

D. Trench backfill material shall consist of a 2-sack mix, 2,000 psi, 5” slump slurry, containing 3/8” maximum pea gravel. Trenches adjacent to the lip of gutter are to receive sufficient lampblack to match the color of the existing asphalt street. The asphaltic concrete capping material shall conform to Section 39 of the Caltrans Standard Specifications. In addition, a fog seal shall be applied upon completion of the asphaltic paving.

E. Contractor may elect to install conduit by directional drilling with Engineer’s approval. Conduit shall be installed minimum 18 inches below finished grade. Any damage to existing utilities shall be repaired promptly at the Contractor’s expense.

F. Directional drilling or excavations in the street shall be performed in such a manner as to prevent unnecessary damage to streets, sidewalks, landscaping and other existing improvements or underground utilities. Restoration of landscaping and replacement of existing improvements shall be at the Contractor’s expense.

G. Testing as required for AC and concrete slurry shall be performed to ensure compliance with these Technical Specifications. Inspection and testing shall be performed and conducted at no cost to the City.

H. All conduit will be installed in accordance with City of Cupertino standards or by directional bori ng.

I. There shall be no more than 3-90 degree sweeps in any run between pull boxes.

J. The minimum radius of bends for 2” conduit shall be 24”.

K. The minimum radius of bends for 3” conduit shall be 36”.

L. Conduit shall not be mounted on the surface of poles or cabinets except in the case of risers.

M. After conductors have been installed, the ends of conduits terminating in controller cabinets and pull boxes shall be sealed with an approved type of sealing compound.

N. All empty conduits shall be installed with 3/16” diameter nylon pull rope for future use.

3.13 CONDUCTORS
A. Conductors shall be pulled through rigid non- metallic conduit by hand only using nylon or polypropylene pull rope with a minimum tensile strength of 500 pounds. Nylon or polypropylene pull rope shall be installed in all conduits which are to receive future conductors.

B. All splices of conductors shall use Type "C" shaped compression connectors and shall be insulated by means of Method "B" as set forth in Section 87- 1.03H(2) “Splice Insulation Methods” of the Standard Specifications and these Technical Specifications.

C. Splices shall be made in pull boxes, or terminal compartments only. All signal conductors may be spliced,

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in pull boxes, where circuits branch except where duplicate parallel conductors are shown in the conductor schedule.

D. Provide at least three (3) feet of slack within each pull box.

E. Cables shall be permanently identified as to circuit or phase. Identification shall be placed on each cable in each pull box and near the end of terminated cable.

F. When three or more conductors are to be enclosed within a single splice using heat shrink material, mastic shall be placed around each conductor prior to being placed inside the heat shrink material. The mastic shall be the type recommended by the manufacturer of the heat shrink material.

G. The detector loop lead- in cable shall not contain splices except where it meets the loop cable at the stub out.

H. Unless otherwise specified, splices in traffic signal conductors will be permitted only in pull boxes.

3.14 VIDEO DETECTION – 360-DEGREE VIDEO DETECTION SYSTEM A. The new video detection system shall be installed at the location and in the matter recommend by the video detection system manufacturer. The Contractor shall coordinate with the manufacturer for the location of the video detection camera prior to installation. Contractor shall coordinate with the manufacturer and City engineer for programming of the video detection zones.

3.15 BLANK-OUT SIGNS
A. The Contractor shall furnish and install no- right-turn R3- 1 blank out sign on the traffic signal poles as indicated on the plans. Blank-out signs shall be mounted such that the distance from the bottom of the sign to the pavement is a minimum of 7 feet and the edge of the sign to the face of curb is a minimum of 30 inches.

3.16 CABINET AND CONTROLLER ASSEMBLY
A. Existing traffic signal controller cabinet and controller assemblies shall remain in place.

B. The Contractor shall make all field wiring connections to the terminal blocks in the cabinet. The Contractor shall provide all auxiliary equipment and wiring, if needed, above and beyond the cabinet and controller assembly provided by the City, for full and complete operation of the new signal. All wires shall be labeled in the controller cabinet.

3.17 TEST PROCEDURES (PRIOR TO PLACING INTERSECTION IN NORMAL OPERATION) A. FIELD TESTING (to be done after field installation)

1. The Contractor shall not turn on the equipment without prior arrangement made for the par ticipation of the City Engineer.

2. During the field- testing period, prior to turn on of the intersection, and/or when the equipment is turned on for testing, inspection, or final inspection, the contractor shall arrange to have the following present:
a. Signal technician(s) qualified to work on the controller, cabinet equipment and wiring. b. The City of Cupertino may require a sheriff’s officer to be present during the turn on sequence.
c. The contractor will limit access to the traffic signal cabinet to certified traffic signal electronic technicians or equivalent or certified electricians under the direct supervision of a certified traffic signal electronic technician or equivalent at all times.

3. The contractor shall perform the following tests:
a. TIMING

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The traffic signal technician shall verify the timing matches the timing sheet located in the cabinet.
b. LOOP DETECTION
Contractor shall verify that all loop detectors are working as intended. c. FLASH FIELD INDICATIONS
Flash each field indication, to insure proper hookup, in the presence of the City of Cupertino traffic signal technician.
d. FAILSAFE
Initiate a failsafe action utilizing all possible combinations of conflicting greens with the field indications off at the police panel.
e. TURN ON
Having passed all of the above tests, the intersection can be turned onto normal operation.
f. After turn on, each phase shall be watched for a minimum of 2 cycles of normal operation.
g. All pedestrian buttons shall be tested to show proper operations by pressing buttons and watching all indications, including the controller indications. h. AUXILIARY PANEL VEHICLE AND PED SWITCH TEST
Put all detector power supplies to off.

Initiate a call to all vehicle and pedestrian phases, one at a time, using the switches on the auxiliary panel. Each call should indicate correctly on the controller and the signal indications should follow the controller.

Return all detectors and power supplies to normal operation.

3.18 TRENCHING, BACKF ILL AND SHORING
A. Excavation and backfilling for trenches, foundations and other appurtenance shall conform to the provisions in Section 86-1.03E, “Excavating and Backfilling for Electrical Systems” of the Standard Specifications.

B. Depth of trenches for conduit or conductors in areas to be covered by street paving shall be such as to provide thirty (30) inches of cover for conduits or conductors. Trench depth under sidewalks shall be such as to provide eighteen (18) inches of cover over the conduit or conductor to the paving subgrade, or as indicated on the plans.

3.19 CONDUIT JACKING
A. Placement of conduit beneath existing pavement and sidewalk may be by jacking methods when approved by the City Engineer.

B. Where conduit is to be installed by jacking or drilling longitudinally along the curb line, installation shall conform to the provisions in Section 87- 1.03B, “Conduit Installation” of the Standard Specifications and Special Conditions.

C. Jacking pits shall be kept two (2) feet clear of the edge of any type of pavement.

D. Excessive use of water, such that pavement might be undermined or subgrade softened, will not be permitted.

3.20 BONDING AND GROUNDING

A. Bonding and grounding shall conform to the provisions in Section 86-1.02F(2)(c)(ii) "Bonding Jumpers and Equipment Grounding Conductors," section 86- 1.02O “Grounding Electrodes” and section 87 “Electrical Systems” of the Standard Specifications, the Special Conditions, the latest issue of the National Electric Code, Section 250- 91(c), and to Sections 2395.91(b) and (c)l of the State of California Low Voltage Electrical Safety Orders, Title 8.

B. Grounding jumper shall be attached by means provided by pole manufacturer, if possible. If not, contractor

Steven Creek Boulevard Class IV Bike Lane Phase 2A TECHNICAL SPECIFICATIONS Project No. 2022-15

SECTION 34 41 13 – SIGNALS, LIGHTING, AND ELECTRICAL SYSTEMS

shall provide a 3/16 inch or larger brass bolt in the standard or pedestal and shall be run through conduit to the ground rod or bonding wire in adjacent pull box.

C. Grounding jumper shall be visible after cap has been poured on foundation.

3.21 REMOVING ELECTRICAL EQUIPMENT
A. All removed electrical materials shall become the property of the Contractor. The cost of proper disposal of all removed electrical materials shall be included in the lump sum of the work item involved and no addition compensation will be allowed therefore.

B. Full compensation for hauling and stockpiling electrical materials shall be considered as included in the contract price paid for the item requiring the material to be salvaged and no additional compensation will be allowed therefore.

3.22 EXCAVATION AND BACKFILLING
A. Excavation and backfilling for trenches, foundations and other appurtenance shall conform to the provisions in Section 86-1.03E, “Excavating and Backfilling for Electrical Systems” of the Standard Specifications.

3.23 RESTORATION OF EXISTING IMPROVEMENTS
A. Existing pavement or other improvements removed or damaged due to the installation of work items shall be replaced in kind to the satisfaction of the City Engineer, at the Contractor’s expense.

B. Existing landscaping, irrigations, or plantings removed, damaged or disturbed due to the work items shall be replaced in kind to the satisfaction of the City Engineer, at the Contractor’s expense.

C. All construction areas shall be left in a clean, neat and workmanlike condition. All construction waste, rubbish and debris remaining upon completion of the work shall become the property of the contractor unless otherwise specified herein or noted on the plans and shall be removed from the worksite by contractor and disposed of off-site in a lawful manner to the satisfaction of the City Engineer.

3.24 ACCEPT ANCE TEST AND TURN ON
A. The work item will not be considered acceptable until it has been energized and visually inspected by the City Engineer. Prior to acceptance testing, all equipment as shown on the Plans shall be installed and operable, including but not limited to, pedestrian signals, pedestrian push buttons, vehicle detectors, lighting, signs, and pavement delineation.

B. All louvers, visors, and signal faces shall be directed to provide maximum visibility.

C. Contractor shall pay all energy costs until the street light system has successfully passed the acceptance test and initial turn on.

D. Switchover of signal systems shall be made between 9 a.m. and 2 p.m., unless specified otherwise.

E. Contractor shall notify the City Engineer seven (7) days prior to intended date of signal switchover. City will arrange for presence of the Police Department at the time of signal switchover.

F. Signal switchover procedures must be approved by the City Engineer. Contractor shall be responsible for all required traffic control measures required for the switchover, to the satisfaction of the City Engineer.

PART 4 - MEASUREMENT AND PAYMENT
The contract Lump Sum prices paid for TRAFFIC SIGNAL AND LIGHTING SYSTEM (Stevens Creek Boulevard/Wolfe Road) and TRAFFIC SIGNAL AND LIGHTING SYSTEM (Stevens Creek Boulevard/De Anza Boulevard) shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in furnishing and installing the components of the traffic signal and lighting system at the intersections of Stevens Creek Boulevard/Wolfe Road and Stevens Creek Boulevard/De Anza

Steven Creek Boulevard Class IV Bike Lane Phase 2A TECHNICAL SPECIFICATIONS Project No. 2022-15

SECTION 34 41 13 – SIGNALS, LIGHTING, AND ELECTRICAL SYSTEMS

Boulevard, including potholing proposed pole foundation at all project intersections and referring to previously prepared pothole report by Exaro, furnishing and installing traffic signal poles on new foundations, proper disposal of all existing equipment and poles, furnishing and installing pull boxes, conduits and conductors, furnishing and installing vehicular and bicycle traffic signal heads, furnishing and installing pedestrian signal heads and push buttons, evaluating utility conflicts, furnishing and installing new safety lighting luminaires, furnishing and installing a video detection system, restoring concrete sidewalk or landscaping, and all other work related to street lighting and traffic signal improvements as shown on the traffic signal plans, complete in places, as shown on the plans, as specified in the Standard Specifications, the Special Conditions and these Technical Specifications, and as directed by the City Engineer.

END OF SECTION 34 41 13

Questions and Answers
2022-15 Stevens Creek Blvd Class IV Bike Lane Phase 2A Project City of Cupertino Page 1 of 1

Questions and Answer
Issued: November 13, 2024

2022-15 Stevens Creek Blvd Class IV Bike Lane Phase 2A Project Bid Opening: December 5, 2024, at 2pm

The following questions and answers are for further clarification of the bid documents:

1. Question: If possible, do you happen to have a supplier for the Precast Concrete Blocks?

Answer: The City does not have a list of suppliers for the Precast Concrete Blocks.

2. Question: I see that we are submitting our bid electronically on bid day. Is there a way to have a bid opening via phone or video call so the contractors can hear the results after electronic submittal?

Answer: The bid opening for this project is set to be in-person only at City Hall. Bid opening will occur shortly after 2pm on December 5, 2024.

APPROVED BY:

Jason Wong
Senior Civil Engineer

Addendum No. 1
2022-15 Stevens Creek Blvd Class IV Bike Lane Phase 2A Project City of Cupertino Page 1 of 3

ADDENDUM NO. 1
Issued: November 20, 2024

To All Holders of the Contract Documents for:
2022-15 Stevens Creek Blvd Class IV Bike Lane Phase 2A Project

The following revisions and/or clarifications are hereby made to the said Contract Documents:

Plans

1. Sheet G-2: General Note #24 revised to require 1-foot-wide plug and conform pavement instead of original 1.5 feet. Revisions shown in red cloud marked revision 1. Replace sheet with Sheet G-2 revised with ADDENDUM #1 Dated 11/18/2024 approved by JW.

2. Sheet D-1: Keynote #1 revised to require 10 feet wide bus pad instead of original 12 feet wide. Survey stationing for layout of the bus pad has been adjusted to reflect 10 feet wide bus pad. Revisions shown in red cloud marked revision 1. Replace sheet with Sheet D-1 revised with ADDENDUM #1 Dated 11/18/2024 approved by JW.

3. Sheet D-2: Demo plan revised to reflect 10 feet wide bus pad. Clarification note added to indicate removal of full depth of asphalt concrete. Revisions shown in red cloud marked revision 1. Replace sheet with Sheet D-2 revised with ADDENDUM #1 Dated 11/18/2024 approved by JW.

4. Sheet D-4: Keynotes #C1, C2, and C3 removed from the plan sheet. Detail A N. De Anza Blvd Signing/Striping Detail removed from the plan sheet and is no longer part of the scope of work. Revisions shown in red marked revision 1. Replace sheet with Sheet D-4 revised with ADDENDUM #1 Dated 11/18/2024 approved by JW.

5. Sheet D-6: Cross Section Details A, B, and C revised to require 1-foot-wide plug and conform pavement, 10 feet wide bus pad, and corrected discrepancy for 8.5 inch thick concrete bus pad. Detail F “Modified Type I Pedestrian Barricade” revised to 6 feet wide to correct discrepancy. Revisions shown in red cloud marked revision 1. Replace sheet with Sheet D-6 revised with ADDENDUM #1 Dated 11/18/2024 approved by JW.

Specifications

6. Page 16 and 17: Bid Schedule has been revised to reflect updated quantities for the revised changes to the plan set. All revisions are shown in red. Bid items 9, 10, 13, 19, 20, 23, 24, 25, 26, 27, 28, and 29 have revised quantities. Bid items 18 and 22 have been deleted. Bid item 33 have been added to account for the Pedestrian Barricade shown on the plans. Replace pages with Page 16 [ADDENDUM 1] and Page 17 [ADDENDUM 1].

Addendum No. 1
2022-15 Stevens Creek Blvd Class IV Bike Lane Phase 2A Project City of Cupertino Page 2 of 3

7. P
age 169: Table of Contents for the Technical Specifications updated to include P
edestrian Barricade shown in red. Replace page with Page 169 [ADDENDUM 1].

8. P
age 174: Subsection C has been revised to require a minimum of two paved traffic lanes, not less than 9.75 feet wide. Replace page with Page 174 [ADDENDUM 1].

9. P
age 193 and 194: Technical Specifications added to account for the Pedestrian B
arricade shown in red. Replace pages with Page 193 [ADDENDUM 1] and Page 194 [ADDENDUM 1].

C
larification

10. U
nder Special Condition 16 VTA Coordination, Contractor will need to apply for a construction access permit with VTA and paid any related permit fees. Informational sheets are enclosed for guidance.

11. S
idewalk removal and replacement are shown on sheet C-1 and C-3, all four corners as i
ndicated at Stevens Creek Blvd and De Anza Blvd and southwest and southeast corners at Stevens Creek Blvd and N. Wolfe Road.

P
lease indicate receipt of this addendum on your Bid Proposal. Failure to do so may render bidders bid non-responsive.

A
DDENDUM 1 ISSUED BY: _________________________
Jason Wong, P.E.

Senior Civil Engineer
A
DDENDUM 1 APPROVED BY: _________________________
Chad Mosley, P.E.

Director of Public Works
E
nclosed:

Plans
• Sheet G-2 revised with ADDENDUM #1 Dated 11/18/2024 approved by JW • Sheet D-1 revised with ADDENDUM #1 Dated 11/18/2024 approved by JW • Sheet D-2 revised with ADDENDUM #1 Dated 11/18/2024 approved by JW • Sheet D-4 revised with ADDENDUM #1 Dated 11/18/2024 approved by JW • Sheet D-6 revised with ADDENDUM #1 Dated 11/18/2024 approved by JW Specifications
• Page 16 [ADDENDUM 1]
• Page 17 [ADDENDUM 1]
• Page 169 [ADDENDUM 1]

Addendum No. 1
2022-15 Stevens Creek Blvd Class IV Bike Lane Phase 2A Project City of Cupertino Page 3 of 3
• Page 174 [ADDENDUM 1]
• Page 193 [ADDENDUM 1]
• Page 194 [ADDENDUM 1]
Informational
• VTA PCC Bus Pad CAP Process
• Construction of PCC Bus Pad

GENERAL NOTES, ABBREVIATIONS & LEGEND

ABBREVIATIONSCITY OF CUPERTINO GENERAL NOTES
””LEGEND
Pakpour Consulting Group, Inc.6601 Owens Drive, Suite 230Pleasanton, CA 94588925.224.7717 Fax 925.224.7726www.pcgengr.com SHEET OF 17REVISIONSAUGUST 2024 IMPROVEMENT PLANS FORSTEVENS CREEK BOULEVARD CLASS IV BIKEWAY PHASE 2ACALIFORNIAFile:

Scale:

Proj. Engr:Checked:Drawn:Designed:Date:8/13/2024WLWLWL APPR.CITYDATEAPPR.DATEDESIGNBYDESIGN SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK

CUPERTINOCITY OF

CUPERTINO

DE ANZA BOULEVARD TO WOLFE ROAD/MILLER AVENUE
KAW/JP 2G-2WL11/18/24JW11/18/24ADDENDUM #11
1 1.0'

X
N
Pakpour Consulting Group, Inc.6601 Owens Drive, Suite 230Pleasanton, CA 94588925.224.7717 Fax 925.224.7726www.pcgengr.com SHEET OF 17REVISIONSAUGUST 2024 IMPROVEMENT PLANS FORSTEVENS CREEK BOULEVARD CLASS IV BIKEWAY PHASE 2ACALIFORNIAFile:

Scale:

Proj. Engr:Checked:Drawn:Designed:Date:8/13/2024WLWLWL APPR.CITYDATEAPPR.DATEDESIGNBYDESIGN SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK

CUPERTINOCITY OF

CUPERTINO

DE ANZA BOULEVARD TO WOLFE ROAD/MILLER AVENUE
KAW/JP 3D-1BUS STOP/BIKE PATH DETAIL
IN-LINE BUS STOP/BIKE PATH DETAIL1" = 10'A

BUS STOP TOP OF CURB ALIGNMENT LINE AND CURVE TABLE

BUS STOP ISLAND LINE AND CURVE TABLE

HORIZONTAL CONTROL PLAN
SEE SHEET D-2 FOR BUS STOP/BIKE PATHSTRIPING DETAILS
WL11/18/24JW11/18/24ADDENDUM #11
1 1
1 1
1 1
10'

55.0'

55.0'

55.0'

55.0'

55.0'
N

YIELDTOPEDS
Pakpour Consulting Group, Inc.6601 Owens Drive, Suite 230Pleasanton, CA 94588925.224.7717 Fax 925.224.7726www.pcgengr.com SHEET OF 17REVISIONSAUGUST 2024 IMPROVEMENT PLANS FORSTEVENS CREEK BOULEVARD CLASS IV BIKEWAY PHASE 2ACALIFORNIAFile:

Scale:

Proj. Engr:Checked:Drawn:Designed:Date:8/13/2024WLWLWL APPR.CITYDATEAPPR.DATEDESIGNBYDESIGN SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK

CUPERTINOCITY OF

CUPERTINO

DE ANZA BOULEVARD TO WOLFE ROAD/MILLER AVENUE
KAW/JP 4D-2BUS STOP/BIKE PATH DEMO AND STRIPING DETAIL
IN-LINE BUS STOP/BIKE PATH DEMO PLAN1" = 10'C
IN-LINE BUS STOP/BIKE PATH SIGNING AND STRIPING DETAIL1" = 10'BYIELD CONTROL AND YIELD LINE MARKINGS1" = 10'A WL11/18/24JW11/18/24ADDENDUM #11
1 10'
10'
1 REMOVE (E) FULL DEPTH AC. IF AC DEPTH
IS <8.5", REMOVE AB TO PERMIT
CONSTRUCTION OF 8.5" THICK CONC BUS

PAD (AC DEPTH UNKNOWN)
1 N
N
Pakpour Consulting Group, Inc.6601 Owens Drive, Suite 230Pleasanton, CA 94588925.224.7717 Fax 925.224.7726www.pcgengr.com SHEET OF 17REVISIONSAUGUST 2024 IMPROVEMENT PLANS FORSTEVENS CREEK BOULEVARD CLASS IV BIKEWAY PHASE 2ACALIFORNIAFile:

Scale:

Proj. Engr:Checked:Drawn:Designed:Date:8/13/2024WLWLWL APPR.CITYDATEAPPR.DATEDESIGNBYDESIGN SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK

CUPERTINOCITY OF

CUPERTINO

DE ANZA BOULEVARD TO WOLFE ROAD/MILLER AVENUE
KAW/JP 6D-4N. DE ANZA BLVD SIGNING/STRIPING DETAIL
N. DE ANZA BLVD SIGNING/STRIPING DETAIL1" = 20'A
MILLER AVENUE SIGNING/STRIPING DETAIL1" = 20'B
DETAIL 37BNTSC
DETAIL 38NTSD
DETAIL 39 AND 39ANTSE

CONTINENTAL CROSSWALKNTSF

TWO-STAGE LEFT -TURN BOXNTSG
WL11/18/24JW11/18/24ADDENDUM #11
1 REMOVED FROM SCOPE
1 REMOVED FROM SCOPE

6"DIA. 6"DIA.

Pakpour Consulting Group, Inc.6601 Owens Drive, Suite 230Pleasanton, CA 94588925.224.7717 Fax 925.224.7726www.pcgengr.com SHEET OF 17REVISIONSAUGUST 2024 IMPROVEMENT PLANS FORSTEVENS CREEK BOULEVARD CLASS IV BIKEWAY PHASE 2ACALIFORNIAFile:

Scale:

Proj. Engr:Checked:Drawn:Designed:Date:8/13/2024WLWLWL APPR.CITYDATEAPPR.DATEDESIGNBYDESIGN SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK

CUPERTINOCITY OF

CUPERTINO

DE ANZA BOULEVARD TO WOLFE ROAD/MILLER AVENUE
KAW/JP 8D-6BUS STOP/BIKE PATH CROSS SECTIONS
A-A CROSS SECTIONSTA 13+80 TO 14+60 AND STA 14+90 TO STA 15+81INLINE BUS STOP/BIKE PATHN.T.S.

B-B CROSS SECTIONSTA 14+70 TO STA 14+80INLINE BUS STOP/BIKE PATHN.T.S.

C-C CROSS SECTIONSTA 14+60 TO STA 14+70 AND STA 14+80 TO 14+90 INLINE BUS STOP/BIKE PATHN.T.S.

A
B
C

BUS PADCONTRACTION JOINTEBUS PADEXPANSION JOINTD

MODIFIED TYPE I PEDESTRIANBARRICADEF

TRENCH DRAIN FRAME ANDGRATEG
WL11/18/24JW11/18/24ADDENDUM #11
1 1
1 1
1 1
1 1
6'-0"

1.0'

1.0'

1.0'

10.0'

8.5"

10.0'

10.0'
1 8.5"

8.5"
1 Stevens Creek Boulevard Class IV Bikeway Phase 2A BID SCHEDULE CIP Project #2022-15 Page 16 [ADDENDUM 1]
Bid Schedule
This Bid Schedule must be completed in ink and included with the sealed Bid Proposal. Pricing must be provided for each Bid Item as indicated. Items marked “(SW)” are Specialty Work that must be performed by a qualified Subcontractor. The lump sum or unit cost for each item must be inclusive of all costs, whether direct or indirect, including profit and overhead. The sum of all amounts entered in the “Extended Total Amount” column must be identical to the Base Bid price entered in Section 1 of the Bid Proposal form.

AL = Allowance CF = Cubic Feet CY = Cubic Yard EA = Each LB = Pounds LF = Linear Foot LS = Lump Sum SF = Square Feet TON = Ton (2000 lbs)

BID
ITEM
NO.

ITEM DESCRIPTION EST.

QTY. UNIT UNIT
COST

EXTENDED

TOTAL AMOUNT
1 Mobilization 1 LS $ $
2 Traffic Control 1 LS $ $
3 Temporary Water Pollution Control 1 LS $ $
4 Field Engineering and Survey Work 1 LS $ $
5 Remove Asphalt Concrete 1,900 SF $ $
6 Remove Concrete (Curb and Gutter) 210 LF $ $
7 Remove Concrete (Bus pad) 2,100 SF $ $
8 Remove Concrete (Sidewalk) 710 SF $ $
9 Hot Mix Asphalt (Type A) 30 21 TONS $ $
10 Concrete Bus Pad 660 550 SF $ $
11 Concrete Curb 515 LF $ $
12 Concrete Bike Path 1,680 SF $ $
13 Concrete Sidewalk/Pedestrian Platform 2,115
1620 SF $ $
14 Truncated Domes 330 SF $ $
15 Trench Drain Frame and Grate 1 LS $ $
16 Precast Concrete Block (8' long) 333 EA $ $
17 Precast Concrete End Block (8' long) 77 EA $ $
18 4" White Buffer Stripe 40 0 LF $N/A $N/A
19 12" White Thermoplastic Traffic Stripe 170 120 LF $ $ 20 24" White Thermoplastic Traffic Stripe 700 590 LF $ $ 21 Remove (E) Pavement Marking/Striping 1 LS $ $
22 Detail 37B 120 0 LF $N/A $N/A
23 Detail 38 300 120 LF $ $
24 Detail 39 3,200
2800 LF $ $

Stevens Creek Boulevard Class IV Bikeway Phase 2A BID SCHEDULE CIP Project #2022-15 Page 17 [ADDENDUM 1]
BID
ITEM
NO.

ITEM DESCRIPTION EST.

QTY. UNIT UNIT
COST

EXTENDED

TOTAL AMOUNT
25 Detail 39A 2,800
2700 LF $ $
26 Pavement Markings 850 720 SF $ $
27 Green Pavement Markings 12,320
11,000 SF $ $
28 Furnish and Install Sign on New Pole 8 6 EA $ $
29 Furnish and Install Sign on Existing Pole 5 4 EA $ $ 30 Furnish and Install Flexible Post 3 EA $ $
31 Traffic Signal and Lighting System (Stevens
Creek Boulevard/Wolfe Road) 1 LS $ $
32 Traffic Signal and Lighting System (Stevens
Creek Boulevard/De Anza Boulevard) 1 LS $ $
33 Furnish and Install Type I Pedestrian
Barricade 19 EA $ $
TOTAL $

TOTAL BASE BID: Items 1 through 32 33 inclusive: $_____________________________________

Note: The amount entered as the “Total Base Bid” should be identical to the Base Bid amount entered in Section 1 of the Bid Proposal form.

BIDDER NAME: ________________________________________________________________

END OF BID SCHEDULE

TABLE OF CONTENTS

TABLE OF CONTENTS

TECHNICAL SPECIFICATIONS

SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS
SECTION 01 55 26 TRAFFIC CONTROL REQUIREMENTS
SECTION 01 56 39 TREE AND LANDSCAPE PROTECTION
SECTION 01 57 23 TEMPORARY WATER POLLUTION CONTROL
SECTION 01 71 13 MOBILIZATION
SECTION 01 71 23 FIELD ENGINEERING AND SURVEY WORK
SECTION 01 71 33 PROTECTION OF ADJACENT CONSTRUCTION AND UTILITIES SECTION 02 41 19 SELECTIVE DEMOLITION
SECTION 03 40 00 PRECAST CONCRETE BLOCKS
SECTION 10 14 53 SIGNAGE AND PEDESTRIAN BARRICADES
SECTION 31 10 00 SITE CLEARING
SECTION 31 20 00 EARTHWORK
SECTION 32 11 23 AGGREGATE BASE
SECTION 32 12 16 ASPHALT PAVING
SECTION 32 16 00 CONCRETE CURBS, CURB AND GUTTERS, BIKE PATHS, AND SIDEWALKS SECTION 32 16 43 CONCRETE BUS PAD
SECTION 32 17 23 PAVEMENT STRIPES AND MARKINGS
SECTION 33 05 61 ADJUSTING MANHOLES AND STRUCTURES
SECTION 33 41 00 TRENCH DRAIN FRAME AND GRATE
SECTION 34 41 13 SIGNALS, LIGHTING, AND ELECTRICAL SYSTEMS

SECTION 01 55 26 – TRAFFIC CONTROL REQUIREMENTS

1. Traffic control plans must include a schedule of construction showing each phase of work and the anticipated method of handling traffic for each phase. Traffic control plans must include a scale drawing of the street, lane configuration, parking, sidewalk, work area, and the location of signs and cones, etc., to warn, direct, and guide traffic. For major intersections, the traffic control plan must reflect actual (not typical) intersection layout and show islands, medians, lane lines, bike lanes, nearby driveways, and pavement and lane widths.

2. Except as described in Part 3, traffic control system must maintain all vehicular, pedestrian, and bike movements. Total closure of Stevens Creek Boulevard will not be allowed. City may authorize temporary closure of local residential streets. Maintain local and emergency access.

3. If work will impact transit stops or transit routes, contact VTA or other affected transit companies to address relocation of facilities or rerouting of buses prior to submitting traffic control plan.

Traffic control plan must indicate what actions are being taken with regard to transit services.

4. Show haul route on traffic control plans.

C. A minimum of two paved traffic lanes, not less than 11 9.75 feet wide along Stevens Creek Boulevard in both directions shall be open for use by public traffic at all times. All lane closures must be reviewed and approved by the City in accordance with the Special Conditions.

D. The Contractor's employees are subject to all parking regulations in effect in the City of Cupertino.

E. Place barricades 50 feet on center at the gutter joints and provide one working flasher for each barricade.

Ensure that each flasher remains in working condition. Do not remove the barricades in the street at any given location until the asphalt concrete patching adjacent to the gutter and/or gutter overlay has been done and the hazard to bicyclists and motorists no longer exist.

F. Maintain access to driveways except when performing construction within the driveway boundaries, at which time partial access must be maintained unless alternate arrangements can be made with the property owners or tenants in advance. If the driveway to any garage or parking area must be closed for construction work, obtain written approval from the property owners and the City. Post notice 72 hours in advance stating the approximate time the driveway will be closed and reopened.

G. Haul routes must comply with City of Cupertino Municipal Code Chapter 11.32, “Truck Traffic Routes.” H. Obtain a Transportation permit from the Public Works Department for vehicles exceeding the weight or dimensions prescribed in the California Vehicle Code.

I. Provide a certified professional traffic control crew that is independent from the construction activity. This traffic control crew shall be responsible to the Contractor for implementing the traffic control measures detailed in this Contract. The crew is subject to the approval of the City.

J. Place signs in positions where they convey their message most effectively or as shown on the approved traffic control plan.

K. Provide Type II and III barricades with working flashers. At least one working flashing light must be installed on each barricade for night work. Flashing lights must be maintained in good working order for the duration of the work. Crosswalk closing barricades shall be Type II with a 6-inch reflective orange border at the base.

L. Temporary construction signs that are attached to existing poles shall not damage poles when they are attached or removed. Hardware used for attaching signs to existing poles shall be completely removed from the poles when the signs are removed. If a construction sign is required in an area where it cannot be attached to an existing pole, it shall be attached to a 4” x 4” wood post. The distance from the ground surface to the bottom of the sign shall be seven (7) feet.

M. Trench plates in the vehicle or bicycle travel way shall be recessed and flush with the existing ground.

When multiple trench plates are used, they shall be tack welded together at the end of each day.

N. Place customized “Trench Plates Ahead” on a working lighted barricade (Caltrans Type II) at each direction of traffic. Sand bags shall be used at each barricade to provide stability. The existing wind conditions and weather will determine the number of sand bags to be used.

SECTION 10 14 53 – SIGNAGE AND PEDESTRIAN BARRICADES

SECTION 10 14 53 SIGNAGE AND PEDESTRIAN BARRICADES
PART 1 - GENERAL

1.1 WORK INCLUDES
A. Furnishing and installing new sign on new pole
B. Furnishing and installing new sign on existing pole
C. Furnishing and installing flexible post
D. Furnishing and installing modified Type I pedestrian barricades

1.2 REFERENCES
A. State of California, Department of Transportation (Caltrans), 2023 Standard Plans, (Caltrans Standard Plans)
B. State of California, Department of Transportation (Caltrans), 2023 Standard Specifications (“Caltrans Standard Specifications”).

C. 2023 California Manual on Uniform Traffic Control Devices (MUTCD), latest revision.

1.3 SUBMITTALS
A. Certificate of compliance for:

1. Aluminum sheeting

2. Retroreflective sheeting

3. Screened-process colors

4. Non-reflective, opaque, black film

5. Galvanized standard pipe
PART 2 - PRODUCTS
A. Sign panels must be aluminum and must conform to the requirements in Caltrans Standard Specifications, Section 82.

B. Roadside sign posts must be 1-3/4” 14-gauge galvanized steel perforated square Unistrut Corp. part no. 16D12 (1-3/4” x 1-3/4”) or approved equal. Galvanized finish must conform to ASTM A525 G90 coating.

C. Sign post brackets must be ASTM A653 12-gauge steel sizes as shown. Galvanized finish must conform to ASTM A525 G90 coating.

D. Material for pedestrian barricades must comply with ASTM A53/A53M or ASTM A500/A500M and comply with Section 56-3 of the Caltrans Standard Specifications. Steel pipe must be hot dip galvanized after manufacturing.

PART 3 - EXECUTION

3.1 SIGNAGE
A. Install roadside sign as shown in City Standard Detail 2-20.

B. For installation requirements not shown in City detail, comply with section 82 of the Caltrans Standard Specifications.

C. Install pedestrian barricades per project plans and with steel sleeve post per ES-7Q of the Caltrans Standard Plans, and section 56-3 of the Caltrans Standard Specifications.

SECTION 10 14 53 – SIGNAGE AND PEDESTRIAN BARRICADES

PART 4 - MEASUREMENT AND PAYMENT

4.1 MEASUREMENT
A. Furnish and Install Sign on New Pole will be measured for pay per each sign post with attached panels installed. A sign post with multiple panels is counted for pay as one unit.

B. Furnish and Install Sign on Existing Pole will be measured for pay per each sign post with attached panels installed.

C. Furnish and Install Flexible Post will be measured for pay per each flexible post installed.

D. Furnish and Install Type I Pedestrian Barricade will be measured for pay per each pedestrian barricade installed.

4.2 PAYMENT
A. The unit price paid per each for Furnish and Install Sign on New Pole shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work associated with installing new roadside signs, including removing posts, mounting hardware, and foundations, complete and in place, as shown on the plans, as specified in these specifications, and as directed by the City.

B. The unit price paid per each for Furnish and Install Sign on Existing Pole shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work associated with installing new roadside signs, mounting hardware, complete and in place, as shown on the plans, as specified in these specifications, and as directed by the City.

C. The unit price paid per each for Furnish and Install Flexible Post shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work associated with installing new object marker, including furnishing the flexible posts, mounting hardware, and installing onto pavement complete and in place, as shown on the plans, as specified in these specifications, and as directed by the City.

D. The unit price paid per each for Furnish and Install Modified Type I Pedestrian Barricade shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work associated with installing new pedestrian barricades, including furnishing the steel pipes, mounting hardware, and installing into the new pedestrian platform complete and in place, as shown on the plans, as specified in these specifications, and as directed by the City.

END OF SECTION 10 14 53
Designer/Contractor submits
Design Drawing/Construction Plan
Https://santaclaravta.viewpointcloud.com
VTA Review &
Approve Drawing
(7-14 days process)
VTA Review &
Approve Drawing
(7-14 days process)
Designer revised plans
and resubmit to VTA
for review
Contractor contact
for Bus Stop
Relocation
[email protected]
Contractor contact
VTA to schedule
inspection
(408) 464-7894
Construct Bus Bad
VTA Review &
Approve
VTA Review &
request changes
Contractor revised and
resubmit to VTA for review
Contractor to provide VTA Compaction
Reports for Native & A/B, and
Concrete Break (10 & 28 days)
Constrcution & Punchlist
Completion (if any)
NOTE: See Construction of
PCC Bus Stop Process
VTA PCC Bus Pad CAP Process
Designer/Contractor contacts
VTA Permit Department
(408) 321-5856
[email protected]
VTA Inspector provide
Completion Letter and
Notice of Inspection
Contractor contacts VTA and submit
specific Traffic Control Plan, Concrete
Mix Design with fibermesh per VTA
specs (report from within a year), and
estimate schedule
Demo, Excavation, Grading, and
Native Soil Compaction
Contractor to
contact VTA
Operation 14 days
in advance for Bus
Stop Relocation
[email protected]
Contractor to
contact VTA 48
hours in advance
to schedule
inspection
(408) 464-7894
Contractor/Lab provide VTA Compaction
Reports for Native
& A/B, and
Concrete Break (10 & 28 days)
Punchlist Completion
(if any)
Construction of PCC Bus Pad
Lab perform
Compaction Test
of Native Soil 95%
Lab perform
Compaction Test
of A/B 95%
Contractor install
forms, dowels, and
expansion material
Concrete placement,
finishing, and curing (while
Lab Cast Beams)
Contractor provide
A/B Spread &
Compact
Contractor
perform joint saw
cut within 24 hours
Seal Contraction and
Expansion Joints (Bus pad
shall be closed for 24 hours
after completion)
Lab perform Concrete Break (550 PSI
requirement and break within 3-10 days)
If result is
550PSI or
higher
If less, break
other beam
VTA will give Contractor
permission to open Bus Stop
for traffic
Construction Access Permit issued through
https://santaclaravta.viewpoincloud.com
VTA Inspector provide
Completion Letter and
Notice of Inspection
Addendum No. 2
2022-15 Stevens Creek Blvd Class IV Bike Lane Phase 2A Project City of Cupertino Page 1 of 1
ADDENDUM NO. 2
Issued: November 26, 2024
To A
ll Holders of the Contract Documents for:
2022-15 Stevens Creek Blvd Class IV Bike Lane Phase 2A Project The following revisions and/or clarifications are hereby made to the said Contract Documents:

Contract Documents

1. As
noted in the “Notice Inviting Bids,” this project is subject to both State and Federal prevailing wage requirements. In accordance with the Federal 10-day rule, the latest Federal wage determination dated October 18, 2024, enclosed as Exhibit B, will be i
nserted as part of the contract document. This project is subject to both State and Federal prevailing wage rates and when the two rates differ for similar kinds of labor, the C
ontractor and all subcontractors shall not pay less than the higher rate.

P
lease indicate receipt of this addendum on your Bid Proposal. Failure to do so may render bidders bid non-responsive.

A
DDENDUM 2 ISSUED BY: _________________________
Jason Wong, P.E.

Senior Civil Engineer
A
DDENDUM 2 APPROVED BY: _________________________
Chad Mosley, P.E.

Director of Public Works
E
nclosed:

Contract Document
• Exhibit B – Federal Wage Determination

"General Decision Number: CA20240018 10/18/2024
Superseded General Decision Number: CA20230018
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 Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1).
______________________________________________________________ |If the contract is entered |. Executive Order 14026 | |into on or after January 30, | generally applies to the | |2022, or the contract is | contract. | |renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at | |after January 30, 2022: | least $17.20 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 2024. | |______________________________|_____________________________| |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. | |contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $12.90 per hour (or the | | | applicable wage rate listed| | | on this wage determination,| Exhibit B - Federal Wage Determination
| | if it is higher) for all | | | hours spent performing on | | | that contract in 2024. | |______________________________|_____________________________| The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a
conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at
http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date
0 01/05/2024
1 01/12/2024
2 01/19/2024
3 01/26/2024
4 02/09/2024
5 02/16/2024
6 02/23/2024
7 03/01/2024
8 03/08/2024
9 03/15/2024
10 04/12/2024
11 04/26/2024
12 05/24/2024
13 07/05/2024
14 07/12/2024
15 07/19/2024
16 07/26/2024
17 08/09/2024
18 08/23/2024
19 09/06/2024
20 09/13/2024
21 09/20/2024
22 10/18/2024
* ASBE0016-004 05/01/2024
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......................$ 36.53 9.27
---------------------------------------------------------------- ASBE0016-008 01/01/2024
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 08/01/2023
Rates Fringes
MARBLE FINISHER..................$ 41.18 18.58 ---------------------------------------------------------------- BRCA0003-003 08/01/2023
Rates Fringes
MARBLE MASON.....................$ 60.20 28.82 ---------------------------------------------------------------- BRCA0003-005 05/01/2024
Rates Fringes

BRICKLAYER
( 1) Fresno, Kings,
Madera, Mariposa, Merced....$ 51.17 25.80
( 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 07/01/2023
Rates Fringes
TERRAZZO FINISHER................$ 43.90 19.51 TERRAZZO WORKER/SETTER...........$ 59.06 28.31 ---------------------------------------------------------------- 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
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 ---------------------------------------------------------------- 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
---------------------------------------------------------------- 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
---------------------------------------------------------------- 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
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
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 11/01/2023

SAN FRANCISCO COUNTY
Rates Fringes
Sound & Communications
Installer...................$ 51.68 3%+24.65
Technician..................$ 59.43 3%+24.65
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.
---------------------------------------------------------------- ELEC0006-007 06/01/2024

SAN FRANCISCO COUNTY
Rates Fringes
ELECTRICIAN......................$ 91.25 3%+45.315 ---------------------------------------------------------------- ELEC0100-002 06/01/2024

FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes
ELECTRICIAN......................$ 45.00 29.15 ---------------------------------------------------------------- ELEC0100-005 12/01/2023

FRESNO, KINGS, MADERA
Rates Fringes
Communications System
Installer...................$ 42.48 27.42
Technician..................$ 48.85 27.42

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
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 12/25/2023

MONTEREY, SAN BENITO AND SANTA CRUZ COUNTIES
Rates Fringes

ELECTRICIAN
Zone A......................$ 65.16 29.55
Zone B......................$ 71.68 29.75
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 02/27/2023

CONTRA COSTA COUNTY
Rates Fringes
CABLE SPLICER....................$ 68.92 32.67 ELECTRICIAN......................$ 61.26 32.44 ---------------------------------------------------------------- ELEC0302-003 12/01/2023

CONTRA COSTA COUNTY
Rates Fringes
Sound & Communications
Installer...................$ 48.44 27.60
Technician..................$ 55.71 27.82
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 06/01/2024

SANTA CLARA COUNTY
Rates Fringes
CABLE SPLICER....................$ 100.25 46.72 ELECTRICIAN......................$ 87.17 46.33 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 12/01/2023

SANTA CLARA COUNTY
Rates Fringes
Sound & Communications
Installer...................$ 53.18 27.745
Technician..................$ 61.16 27.985
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 06/01/2024

ALAMEDA COUNTY
Rates Fringes
CABLE SPLICER....................$ 84.18 3%+44.68 ELECTRICIAN......................$ 73.20 3%+44.68 ---------------------------------------------------------------- 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
---------------------------------------------------------------- ELEC0595-006 11/01/2023

ALAMEDA COUNTY
Rates Fringes
Sound & Communications
Installer...................$ 51.18 3%+24.15
Technician..................$ 58.86 3%+24.15
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 11/01/2023

CALAVERAS AND SAN JOAQUIN COUNTIES
Rates Fringes
Communications System
Installer...................$ 40.88 3%+24.15
Technician..................$ 47.01 3%+24.15
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.
---------------------------------------------------------------- ELEC0617-001 06/01/2024

SAN MATEO COUNTY
Rates Fringes
ELECTRICIAN......................$ 82.00 48.05 ---------------------------------------------------------------- ELEC0617-003 12/01/2023

SAN MATEO COUNTY
Rates Fringes
Sound & Communications
Installer...................$ 53.18 27.75
Technician..................$ 61.16 27.98
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.
---------------------------------------------------------------- ELEC0684-001 06/01/2024

MARIPOSA, MERCED, STANISLAUS AND TUOLUMNE COUNTIES
Rates Fringes
ELECTRICIAN......................$ 47.50 29.36 CABLE SPLICER = 110% of Journeyman Electrician
---------------------------------------------------------------- ELEC0684-004 12/01/2023

MARIPOSA, MERCED, STANISLAUS AND TUOLUMNE COUNTIES
Rates Fringes
Communications System
Installer...................$ 42.48 27.42
Technician..................$ 48.85 27.62
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 06/01/2024
Rates Fringes

LINE CONSTRUCTION
(1) Lineman; Cable splicer..$ 70.16 24.46
(2) Equipment specialist
(operates crawler
tractors, commercial motor
vehicles, backhoes,
trenchers, cranes (50 tons
and below), overhead &
underground distribution
line equipment).............$ 53.30 22.01
(3) Groundman...............$ 40.76 21.51
(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 01/01/2024
Rates Fringes
ELEVATOR MECHANIC................$ 80.76 37.885+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 06/28/2023
""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.....................$ 60.72 31.03
GROUP 2.....................$ 59.19 31.03
GROUP 3.....................$ 57.71 31.03
GROUP 4.....................$ 56.33 31.03
GROUP 5.....................$ 55.06 31.03
GROUP 6.....................$ 53.74 31.03
GROUP 7.....................$ 52.60 31.03
GROUP 8.....................$ 51.46 31.03
GROUP 8-A...................$ 49.25 31.03
OPERATOR: Power Equipment
(Cranes and Attachments -
AREA 1:)
GROUP 1
Cranes.....................$ 52.30 31.15
Oiler......................$ 43.79 31.15
Truck crane oiler..........$ 46.08 31.15
GROUP 2
Cranes.....................$ 50.54 31.15
Oiler......................$ 42.83 31.15
Truck crane oiler..........$ 45.07 31.15
GROUP 3
Cranes.....................$ 48.80 31.15
Hydraulic..................$ 44.44 31.15
Oiler......................$ 42.55 31.15
Truck crane oiler..........$ 44.83 31.15
GROUP 4
Cranes.....................$ 45.76 31.15
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.....................$ 53.27 31.15
Oiler......................$ 43.72 31.15
Truck Crane Oiler..........$ 45.95 31.15
GROUP 2
Cranes.....................$ 51.50 31.15
Oiler......................$ 43.45 31.15
Truck Crane Oiler..........$ 45.73 31.15
GROUP 3
Cranes.....................$ 50.02 31.15
Hydraulic..................$ 45.07 31.15
Oiler......................$ 43.23 31.15
Truck Crane Oiler..........$ 45.46 31.15
GROUP 4
Cranes.....................$ 48.00 31.15
GROUP 5
Cranes.....................$ 46.70 31.15
OPERATOR: Power Equipment
(Tunnel and Underground Work
- AREA 1:)
SHAFTS, STOPES, RAISES:

GROUP 1....................$ 56.82 31.03
GROUP 1-A..................$ 59.29 31.03
GROUP 2....................$ 55.56 31.03
GROUP 3....................$ 54.23 31.03
GROUP 4....................$ 53.09 31.03
GROUP 5....................$ 51.95 31.03
UNDERGROUND:

GROUP 1....................$ 56.72 31.03
GROUP 1-A..................$ 59.19 31.03
GROUP 2....................$ 55.46 31.03
GROUP 3....................$ 54.13 31.03
GROUP 4....................$ 52.99 31.03
GROUP 5....................$ 51.85 31.03
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
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
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 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
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
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
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
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 07/01/2024

SEE AREA DESCRIPTIONS BELOW
Rates Fringes
OPERATOR: Power Equipment
(LANDSCAPE WORK ONLY)
GROUP 1
AREA 1.....................$ 52.40 28.52
AREA 2.....................$ 54.40 28.52
GROUP 2
AREA 1.....................$ 48.80 28.52
AREA 2.....................$ 50.80 28.52
GROUP 3
AREA 1.....................$ 44.19 28.52
AREA 2.....................$ 46.19 28.52
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
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
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 01/01/2024

ALAMEDA, CONTRA COSTA, SAN MATEO, SANTA CLARA COUNTIES
Rates Fringes
Ironworkers:

Fence Erector...............$ 42.53 26.26
Ornamental, Reinforcing
and Structural..............$ 52.08 34.90
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 01/01/2024
SAN FRANCISCO CITY and COUNTY
Rates Fringes
Ironworkers:

Fence Erector...............$ 42.53 26.26
Ornamental, Reinforcing
and Structural..............$ 52.58 34.90
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 ---------------------------------------------------------------- IRON0433-005 01/01/2024

REMAINING COUNTIES
Rates Fringes

IRONWORKER
Fence Erector...............$ 42.53 26.26
Ornamental, Reinforcing
and Structural..............$ 47.45 34.90
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 ---------------------------------------------------------------- LABO0067-006 07/01/2024
AREA ""1"" - ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO AND

SANTA CLARA COUNTIES
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......................$ 37.75 29.69
Area 2......................$ 36.75 29.69
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
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
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 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.

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"".
--------------------------------------------------------

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

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
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 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 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"".
--------------------------------------------------------

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
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 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

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;
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, 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)
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; 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 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 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

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; 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 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
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
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

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
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:)
(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
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.

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
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
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
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 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 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 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 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 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.

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
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 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
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 01/01/2024

ALAMEDA, CONTRA COSTA, MONTEREY, SAN BENITO, SAN MATEO, SANTA

CLARA, AND SANTA CRUZ COUNTIES
Rates Fringes
Painters:........................$ 50.51 27.66 PREMIUMS:

EXOTIC MATERIALS - $1.25 additional per hour.

SPRAY WORK: - $0.50 additional per hour.

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 01/01/2024
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......................$ 60.41 31.34
AREA 2......................$ 56.28 29.94
---------------------------------------------------------------- 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 01/01/2024

CALAVERAS, MARIPOSA, MERCED, SAN JOAQUIN, STANISLAUS & TUOLUMNE

COUNTIES
Rates Fringes

PAINTER
Brush.......................$ 40.85 22.40
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 level $4.00 additional per hour. Over 180 ft above ground or water level $6.00 additional per hour.
---------------------------------------------------------------- PAIN0016-022 01/01/2024

SAN FRANCISCO COUNTY
Rates Fringes
PAINTER..........................$ 54.13 27.66 ---------------------------------------------------------------- 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
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 ---------------------------------------------------------------- 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 07/01/2023

SAN FRANCISCO COUNTY
Rates Fringes
Landscape/Irrigation Fitter
(Underground/Utility Fitter).....$ 72.68 32.91 ---------------------------------------------------------------- PLUM0062-001 07/01/2024

MONTEREY AND SANTA CRUZ COUNTIES
Rates Fringes
PLUMBER & STEAMFITTER............$ 53.00 41.70 ---------------------------------------------------------------- PLUM0159-001 07/01/2024

CONTRA COSTA COUNTY
Rates Fringes
Plumber and steamfitter
(1) Refrigeration...........$ 65.28 48.04
(2) All other work..........$ 66.17 48.04
---------------------------------------------------------------- PLUM0246-001 07/01/2024

FRESNO, KINGS & MADERA COUNTIES
Rates Fringes
PLUMBER & STEAMFITTER............$ 50.00 40.69 ---------------------------------------------------------------- * 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 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 07/01/2023

ALAMEDA & CONTRA COSTA COUNTIES
Rates Fringes

PIPEFITTER
CONTRA COSTA COUNTY.........$ 74.00 47.45

PLUMBER, PIPEFITTER,

STEAMFITTER
ALAMEDA COUNTY..............$ 74.00 47.45
---------------------------------------------------------------- PLUM0355-004 07/01/2024

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...........$ 34.51 18.30
---------------------------------------------------------------- PLUM0393-001 07/01/2021

SAN BENITO AND SANTA CLARA COUNTIES
Rates Fringes
PLUMBER/PIPEFITTER...............$ 68.76 46.63 ---------------------------------------------------------------- PLUM0442-001 07/01/2024

CALAVERAS, MARIPOSA, MERCED, SAN JOAQUIN, STANISLAUS & TUOLUMNE

COUNTIES
Rates Fringes
PLUMBER & STEAMFITTER............$ 54.05 36.99 ---------------------------------------------------------------- PLUM0467-001 07/01/2024

SAN MATEO COUNTY
Rates Fringes
Plumber/Pipefitter/Steamfitter...$ 83.75 40.65 ---------------------------------------------------------------- ROOF0027-002 01/01/2024

FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes
ROOFER...........................$ 42.51 16.11 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 08/01/2023
ALAMEDA AND CONTRA COSTA COUNTIES:

Rates Fringes
Roofer...........................$ 52.47 22.31 ---------------------------------------------------------------- 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
Tar, Pitch and Mastic
worker......................$ 57.17 21.51
Journeyman..................$ 53.17 21.51
Kettle person (2 kettles)...$ 55.17 21.51
---------------------------------------------------------------- SFCA0483-001 08/01/2024

ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO AND SANTA CLARA COUNTIES:

Rates Fringes
SPRINKLER FITTER (FIRE)..........$ 79.13 38.51 ---------------------------------------------------------------- SFCA0669-011 01/01/2024

CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED, MONTEREY,

SAN BENITO, SAN JOAQUIN, SANTA CRUZ, STANISLAUS AND TUOLUMNE COUNTIES:

Rates Fringes
SPRINKLER FITTER.................$ 44.32 27.83 ---------------------------------------------------------------- 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
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 07/01/2024
Rates Fringes
Truck drivers:

GROUP 1.....................$ 41.54 33.25
GROUP 2.....................$ 41.84 33.25
GROUP 3.....................$ 42.14 33.25
GROUP 4.....................$ 42.49 33.25
GROUP 5.....................$ 42.84 33.25
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 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.
================================================================ ** Workers in this classification may be entitled to a higher minimum wage under Executive Order 14026 ($17.20) or 13658 ($12.90). Please see the Note at the top of the wage
determination for more information. Please also note that the minimum wage requirements of Executive Order 14026 are not currently being enforced as to any contract or subcontract to which the states of Texas, Louisiana, or Mississippi, including their agencies, are a party.

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.

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 classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers
A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which 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. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of 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. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

State Adopted Rate Identifiers
Classifications listed under the ""SA"" identifier indicate that the prevailing wage rate set by a state (or local) government was 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. 01/03/2024 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:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on a wage determination matter
* a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write 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 the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write 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 by 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

4.) All decisions by the Administrative Review Board are final. ================================================================ END OF GENERAL DECISION"