Bid Protest and Award of Construction Contract and Construction Management, Inspection and Material Testing Contract for the Mathilda Park Improvements Project Part 1 — Goleta City Council, October 7, 2025 (part 2 of 2)

Lane and street closure shall not be allowed without proper advance warning devices, signing and flag persons in conformance with the State Standard Specifications and these Special Provisions. At the completion of each working day, all lanes of traffic shall be open to the public. Street closure shall not be allowed on schedule refuse collections days.

No separate payment will be made for any item of Traffic Control and Maintenance set forth in the State Standard Specifications to be paid for as extra work. Full compensation for all Traffic Control and Maintenance shall be included in this bid item.

The provisions in this section will not relieve the Contractor from his/her responsibility to provide such additional devices or take such measures as may be necessary to comply with the provisions in Section 7 -1.04 PUBLIC SAFETY of the State Standard Specifications.

Full compensation for complying with the above requirements shall be considered as included in the contract price paid for “Traffic Control, Traffic Control Plan, and Traffic Control Maintenance” and no additional compensation will be allowed.

12-1.01C Traffic Control
Traffic Control shall include all labor, tools, equipment and materials required to provide, maintain, and remove all signage, flagmen, temporary barricades, and appurtenances to provide traffic control within the project limits as set forth in the State S tandard Specifications, these Special Provisions, and as directed by the Engineer.

A specialty construction zone traffic control Contractor, shall be responsible for setting up and removing all traffic control. A specialty Contractor includes a Contractor whose operations are concerned with preparing or removing roadway construction zones, lane closures, flagging, or traffic divers ions on roadways, utilizing portable devices, such as cones, delineators, barricades, sign stands, flashing beacons, flashing arrow trailers, and changeable message signs, on roadways including, but not limited to, public streets , highways, or any public conveyance.

The Contractor shall have on their payroll a person responsible for all traffic control required for this project. The person shall be on site at all times whenever traffic control is in effect.

Contractor shall identify this person at the pre-construction meeting.

Should the contractor decide to subcontract the traffic control portion of this project, the subcontractor shall be available as previously described. In addition, the Contractor shall also appoint a person to oversee the traffic control operations. The Contractor’s appointee shall be available and responsible to implement the necessary traffic control plan according 394

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to the accepted traffic control plan and the latest edition of the California Manual on Uniform Traffic Control Devices (MUTCD).

Any vehicle used to place, maintain, or remove components of a traffic control system on multilane highways at night shall be equipped with a Type II flashing arrow sign which shall be in operation at all times while the vehicle is being used for placing, maintaining , or removing said components. The sign shall be controllable by the operator of the vehicle while the vehicle is in motion.

During the working hours as set forth above, the Contractor may, with the Engineer's approval, close one of the traffic lanes in each direction to perform the required work. Lane closure shall not be allowed without proper advance warning devices and signing, and flag person control in conformance with the State Standard Specifications, and these Special Provisions. The Engineer shall be the sole judge of the spacing, length, and sequence of the lane closure areas. At the completion of each working day, all existing lanes of traffic shall be maintained open to traffic and temporary traffic markers shall be placed (if necessary). Provisions must be made for the uninterrupted passage of emergency vehicles through the project limits at all times, regardless of controlled traffic conditions existing at the time.

If any component in the traffic control system is displaced, or ceases to operate or function as specified, from any cause, during the progress of the work, the Contractor shall immediately repair said component to its original condition or replace said co mponent and shall restore the component to its original location.

The Contractor shall be responsible for making access available at any time during the workday to emergency vehicles such as fire/rescue units, ambulances, and police cars.

The Contractor shall cooperate and allow the City work crews to use the traffic control system when set up for the Contractor's work. The Contractor is not obligated to maintain the traffic control system beyond his/her scheduled activities.

Intersection Detours plan shall be submitted and accepted to the Engineer at least five (5) working days prior to the start of any work. When the intersection detour plan is in place the intersection shall be in red flash, have flaggers, and kept open to through traffic.

At all intersections, the Contractor shall provide a minimum of two ( 2) flaggers per intersection while the intersections are in red flash, as determined by the Engineer.

The Contractor shall diligently progress with operations within signalized intersections and communicate with the Engineer for restoring signalized intersections to normal operations once the Contractor’s operations are complete within the limits of signalized intersections.

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12-1.01D Contractor Conformance to Traffic Lane Closure Hours Non-compliance with the traffic lane closure hours will result in a deduction from the Contractor’s progress payment as outlined in Section 8-1.10B FAILURE TO COMPLETE WORK PARTS WITHIN SPECIFIED TIMES of these Special Provisions.

Delete Section 12-1.04 Payment with:

Replace Section 12-3.01D Payment with:

Notwithstanding any provisions of the State Standard Specifications and these Special Provisions to contrary, the contract lump sum price for “Traffic Control, Traffic Control Plan and Traffic Control Maintenance” will constitute full compensation for furnishing, installing, and removing traffic control devices, including signs, covers, lights, flares, cones, barricades, flagmen, and other items necessary for the safety, sole convenience, and direction of public traffic through and around the work area , as specified in the State Standard Specifications, these Special Provisions, and as directed by the Engineer.

The provisions in this section will not relieve the Contractor from his responsibility to provide such additional devices or take such measures as may be necessary to comply with the provisions in Section 7-1.04 PUBLIC SAFETY of the State Standard Specifications.

Replace Section 12-3.02 TRAFFIC CONES with:

During the hours of darkness traffic cones shall be affixed with reflective cone sleeves.

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

Reflective cone sleeves shall conform to the following:

1. Removable flexible reflective cone sleeves shall be fabricated from the reflective sheeting specified in these Special Provisions, have a minimum height of thirteen (13) inches and shall be placed a maximum of three (3) inches from the top of the cone. The sleeves shall not be in place during daylight hours.

2. Permanently affixed semitransparent reflective cone sleeves shall be fabricated from the semitransparent reflective sheeting specified in these Special Provisions, have a minimum height of thirteen (13) inches, and shall be placed a maximum of three (3) inches from the top of the cone. Traffic cones with semitransparent reflective cone sleeves may be used during daylight hours.

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

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

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The Contractor shall be responsible for informing the public of the traffic conditions existing within the construction area at all times by placement of appropriate warning and advisory signs. The Contractor shall provide and maintain all traffic control and safety items. The Contractor assumes sole and complete responsibility for job and site conditions during the course of construction, including safety of all persons and property. This requirement shall apply continuously 24 hours/day and shall not be limited to normal working hours.

Add to Section 12-3.11 CONSTRUCTION AREA SIGNS:

Construction area signs shall be furnished, installed, maintained, and removed when no longer required in accordance with the provisions in Section 12 TEMPORARY TRAFFIC CONTROL of the State Standard Specifications and these Special Provisions.

Add to Section 12-4.01C Construction:

Provide the following Temporary Traffic Control Measures:

1. Provide detours for emergency vehicles during closures

2. Notify the residents or owners of any properties within a 100 feet radius of the job limits of the construction schedule at least five (5) calendar days before construction activities that affects their access to nearby streets or directly impacts access to their property

3. Provide access to all affected properties during construction

4. Provide alternative routes for bicycles and pedestrians as needed

Add between the 1st and 2nd paragraphs of Section 12-4.02A(3)(c) Contingency Plan for Closures:

Submit a contingency plan for each of the following activities:

1. HMA paving

2. Shifting traffic between stages

3. Striping

Add to the end of Section 12-4.02C(1) General:

Keep the full width of the traveled way open to traffic when no active construction activities are occurring in the traveled way or within six (6) feet of the traveled way.

Keep the full width of the ramp traveled way open for use by traffic on designated holidays and special days.

Add to the end of Section 12-4.02C(3)(a) General of the RSS:

If work vehicles or equipment are parked on the shoulder within six (6) feet of a traffic lane of a freeway or expressway, close the shoulder area as shown on Standard Plan T10.

Replace the 1st paragraph of Section 12-4.02C(7)(a) General of the RSS with:

Control traffic using stationary closures, except the Contractor may use a moving closure during traffic striping and pavement marker placement using a bituminous 397

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adhesive. Do not use a moving lane closure when grinding for recessed striping and recessed markers.

Add to the end of Section 12-4.02C(7)(b) Stationary Closures of the RSS:

Except for one-way-reversing traffic control lane closures, the maximum length of the work area inside a closure is 0.5 miles.

Not more than two (2) stationary closures are allowed in each direction of travel at one time.

Unless authorized by the Engineer, concurrent stationary closures in the same direction of travel must be spaced no closer than one (1) mile apart.

Closure spacing is the distance between the last cone of the upstream closure and the temporary sign W20-1 of the downstream closure. The number of lanes open in the upstream closures must be less than or equal to the number of lanes open in the downstream closures. For multiple closures in each direction of travel, pick up the downstream closures first.

Replace Reserved in Section 12-8 MEASUREMENT AND PAYMENT with:

MEASUREMENT AND PAYMENT
All work for traffic control including the work identified in this section shall be included in the lump sum item for “Traffic Control, Traffic Control Plan, and Traffic Control Maintenance” in the Bid Schedule. The work shall include full compensation for furnishing all labor including flagging costs, materials (including signs, barricades, delineators, CMSs, and other warning devices), tools, equipment, and incidentals, for doing all the work involved in placing, removing, storing, maintaining, moving to new locations, replacing, and disposing of the components of the traffic control system, postings, notifications, street closures, temporary pavement delineation, as specified in the State Standard Specifications and these Special Provisions, and as directed by the Engineer.

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13 WATER POLLUTION CONTROL

In addition to the requirements of Section 13 WATER POLLUTION CONTROL of the State Standard Specifications, Best Management Practices (BMP) devices conforming to those shown within Appendix K of these Special Provisions shall be installed and maintained by the Contractor. BMP’s shall remain in place during the full construction processes, plastic and or roofing paper is not acceptable to be used for drainage covers. If the Engineer determines that there are deficiencies that need attention, the Contractor shall make all the necessary changes within twelve (12) hours. If the Contractor does not complete these changes within the twelve (12) hour period, the Contractor will be charged $500 per hour until the necessary changes are addressed completely in place to the satisfaction of the Engineer.

Add to Section 13-2.01C Submittals:

A Water Pollution Control Plan template can be found in Appendix L.

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13-2.04 Payment
Full compensation for conforming to the requirements of this Section shall be considered as included in the prices paid for lump sum of “Development, Placement, and Maintenance of Water Pollution Control Plan” and shall include development of plan, materials, application of the materials, maintenance, including labor, equipment, tools and incidentals for this item of work and no additional compensation will be allowed therefor.

Add to the end of Section 13-3.01 GENERAL:

The project site is less than one acre and does not require a SWPPP. However, the contractor must implement and maintain, for the entire construction period, Storm water control measures per erosion control plans to minimize and control construction and post-construction storm water runoff per Section 13-5 TEMPORARY SOIL STABILIZATION of the State Standard Specifications.

Replace 13-5.04 with PAYMENT:

Payment for temporary soil stabilization shall be made under the lump sum bid item paid for “Development, Placement, and Maintenance of Water Pollution Control Plan” and shall include all materials, labor, and incidentals required for initial installation, maintenance, and repair due to rain events. No further payment shall be made.

Replace Section 13-7.03D Payment with:
13-7.03D Payment
Full compensation for conforming to the requirements of this Section shall be considered as included in the prices paid for lump sum of “Development, Placement, and Maintenance of Water Pollution Control Plan” and shall include materials, application of the materials, maintenance, including labor, equipment, tools and incidentals for this item of work and no additional compensation will be allowed therefor.

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14 ENVIRONMENTAL STEWARDSHIP

Replace Section 14-2.03A General with:

If archaeological materials, including but not limited to human skeletal material and disarticulated human bone, are discovered at the job site, protect and leave undisturbed and in place archaeological materials in accordance with the following codes and these Special Provisions:

1. California Public Resources Code, Division 5, Chapter 1.7 § 5097.5

2. California Public Resources Code, Division 5, Chapter 1.75 § 5097.98 and § 5097.99

3. California Administrative Code, Title 14 § 4308

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4. California Penal Code, Part 1, Title 14 § 622-1/2

5. California Health and Safety Code, Division 7, Part 1, Chapter 2, § 7050.5

Immediately upon discovery of archaeological materials, stop all work within a 60 -foot radius of the archaeological materials and immediately notify the Engineer who will then notify the City Archaeological materials found during construction are the property of the State. Do not resume work within the 60 -foot radius of the find until the Engineer gives the Contractor written approval. If, in the opinion of the Engineer, completion of the work is delayed or interfered with by reason of an archeological find or investigation or recovery of archeological materials, the Contractor will be compensated for resulting losses and an extension of time will be granted in the same manner as provided for in Section 8-1.07 DELAYS of the State Standard Specifications.

If remains of Native American origin are discovered during project construction, it will be necessary to comply with state laws concerning the disposition of Native American burials, which fall within NAHC’s jurisdiction (PRC 5097). If any human remains are discovered or recognized in any location other than a dedicated cemetery, there will be no further excavation or disturbance of the site or any nearby area reasonably suspected to overlie adjacent human remains until the following steps occur:

• The Santa Barbara County coroner (805 -681-4145) has been informed and has determined that no investigation of the cause of death is required. If the remains are of Native American origin, one of the following occurs:
• The descendants of the deceased Native Americans have made a recommendation to the landowner or person responsible for the excavation work for means of treating or disposing of, with appropriate dignity, the human remains and any associated grave goods as provided in PRC 5097.98. • NAHC has been unable to identify a descendant, or the descendant failed to make a recommendation within twenty-four (24) hours after being notified.

According to the California Health and Safety Code, six (6) or more human burials at one location constitute a cemetery (Section 8100) and disturbance of Native American cemeteries is a felony (Section 7052). Section 7050.5 requires that construction or excavation be stopped in the vicinity of discovered human rem ains until the coroner can determine whether the remains are Native American. If the remains are determined to be Native American, the coroner must contact NAHC within twenty-four (24) hours.

Archaeological materials are the physical remains of past human activity and include historic-period archaeological materials and prehistoric Native American archaeological materials. Nonhuman fossils are not considered to be archaeological except when showing direct evidence of human use or alteration or when found in direct physical association with archaeological materials as described in these Special Provisions.

Historic-period archaeological materials include cultural remains beginning with initial European contact in California, but at least fifty (50) years old. Historical archaeological materials include:
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1. Trash deposits or clearly defined disposal pits containing tin cans, bottles, ceramic dishes, or other refuse indicating previous occupation or use of the site

2. Structural remains of stone, brick, concrete, wood, or other building material found above or below ground or

3. Human skeletal remains from the historic period, with or without coffins or caskets, including any associated grave goods

Prehistoric Native American archaeological materials include:

1. Human skeletal remains or associated burial goods such as beads or ornaments

2. Evidence of tool making or hunting such as arrowheads and associated chipping debris of fine-grained materials such as obsidian, chert, or basalt

3. Evidence of plant processing such as pestles, grinding slabs, or stone bowls

4. Evidence of habitation such as cooking pits, stone hearths, packed or burnt earth floors or

5. Remains from food processing such as concentrations of discarded or burnt animal bone, shellfish remains, or burnt rocks used in cooking

The City may use other forces to investigate and recover archaeological materials from the location of the find. When ordered by the Engineer, furnish labor, material, tools and equipment, to secure the location of the find, and assist in the investigation or recovery of archaeological materials and the cost will be paid for as extra work as provided in Section 4-1.05 CHANGES EXTRA WORK of the State Standard Specifications and these Special Provisions.

Add to Section 14-6.03B Bird Protection:

If tree removal is to take place between February 1 though September 30, a qualified biologist retained by the City will conduct a “Preconstruction Nesting Bird Survey” to determine the presence of nesting special-status and non-special-status migratory birds and raptors on the project site. This will be done three (3) working days prior to the start of the construction and the Contractor shall coordinate their schedule to accommodate this survey. Where presence of these species is found in the construction area, the City’s biologist will establish and determine the size of a buffer zone around nest trees, shrubs and ground.

The Contractor shall install a temporary high-visibility fence along the buffer zone perimeter of each nest tree, shrub or ground.

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Signs shall be installed on, or adjacent to, the temporary fence at two equidistant locations; and shall be visible from the construction activity area. The size of each sign shall be a minimum of 24 in. x 24 in. and shall contain the following message:

“WARNING, THIS FENCE SHALL NOT BE REMOVED OR RELOCATED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF GOLETA.”

Replace Reserved in Section 14-6.07 with:
14-6.05 OAK ROOT PROTECTION
Keep grading and earthwork operations to a minimum around existing trees. Do not store equipment within the dripline of oak trees. Hand dig trenches when working within tree drip line. When roots in excess of 1” are discovered in conflict with the improvements, notify the City’s Arborist or Authorized representative immediately.

Replace the 2nd paragraph of Section 14-8.02 NOISE CONTROLwith:

The noise level from the Contractor's operations, between the hours of 9:00 p.m. and 6:00 a.m., shall not exceed 86 dbA at a distance of 50 feet. This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating noise level.

In addition, the Contractor shall conform to the City Goleta Municipal Code Section

17.39.070 NOISE.

All noise-generating project construction activities are limited to Monday through Friday, 8:00 a.m. to 5:00 p.m. Exceptions must be requested in writing and authorized by the Engineer. Prepare a Noise Mitigation Measures submittal for approval in advance of any construction activities planned to be performed after hours or on weekends/holidays.

Post a sign at least 24 X 48 inches in size stating the noise limitations at the job site.

Each internal combustion engine, used for any purpose on the job, or related to the job, shall be equipped with a muffler of a type recommended by the manufacturer. Internal combustion engines without an appropriate muffler are not allowed on the job site.

Follow the following general noise reduction strategies:

1. Use modern construction equipment

2. Plan noisiest operations for times of least intrusion

3. Use quieter alternate methods or equipment when possible

4. Locate stationary noise sources away from sensitive receiver locations

5. Operate equipment at minimum power as feasible

In addition to the requirements of Section 14-8 NOISE AND VIBRATION of the State Standard Specifications, noise level requirements shall apply to all equipment used on the project including, but not limited to, trucks, transit mixers or transient equipment that may not be owned by the Contractor. The use of loud signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel.

Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefore.
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Add to the end of Section 14-9.02 AIR POLLUTION CONTROL:

The US EPA has established the National Emission Standards for Hazardous Air Pollutants (NESHAP). Under the Health & Safety Code § 39658(b)(1), the Contractor’s demolition and rehabilitation activities must comply with 40 CFR 61, Subpart M (National Emission Standard for Asbestos).

The Contractor must notify the Santa Barbara County Air Pollution Control District of the Contractor’s demolition activities even if the activities will not disturb asbestos- containing material.

The Contractor may obtain the notification form, submittal instructions, and other information from:

Santa Barbara County Air Pollution Control District
260 North San Antonio Road, Suite A
Santa Barbara, CA 93110-1315
https://www.ourair.org/asbestos/

Instead of the ten (10) working days specified at the website, submit a notification form to the Santa Barbara County Air Pollution Control District at least 15 days before starting demolition or rehabilitation activities.

Submit a copy of the notification form and the necessary attachments as informational submittals before starting demolition or rehabilitation activities.

If the Contractor discovers unanticipated asbestos-containing material during the demolition or rehabilitation activities, immediately stop work in that area and notify the Engineer. The Department will use other forces to remove and dispose of the material.

Do not resume work in the area until authorized.

Notify the Santa Barbara County Air Pollution Control District of a change to the Contractor’s demolition or rehabilitation activities, including a revised work plan or the discovery of unanticipated asbestos-containing materials, within 2 days of the change or discovery.

Replace Reserved of Section 14-9.04 RESERVED with:
14-9.04 CONSTRUCTION DUST CONTROL
Apply water or dust palliative to the site and wash equipment as necessary to control airborne dust. During construction, use water trucks or sprinkler systems to keep all areas of vehicle movement damp to prevent dust from leaving the site and to create a crust after each day’s activities cease. At a minimum, wet down such areas in the late morning and after work is completed for the day. Increase watering frequency whenever wind speed exceeds fifteen (15) miles per hour. Dust emissions at adjacent property lines must not exceed twenty (20) percent opacity more than an aggregate of three (3) minutes in any sixty (60)-minute period.

Grading and scraping operations must be suspended when wind speeds exceed twenty (20) mph.

Minimize the amount of disturbed area and limit on-site vehicle speeds to fifteen (15) miles per hour.

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Install gravel pads at construction site access points. All gravel, dirt, and construction material must be cleaned from the public right-of-way at a minimum of once a day at the end of the work day.

If importation, exportation, and stockpiling of fill material is needed, soil stockpiled for more than two days must be covered, kept moist, or treated with soil binders to prevent dust generation. Trucks transporting fill material to and from the site must be tarped.

If an area is graded and left undeveloped for over four weeks utilize soil binders or revegetation immediately to inhibit dust generation:

No demolition or construction materials, debris, or waste shall be placed or stored where it may enter sensitive habitat, receiving waters or a storm drain, or be subject to wind, rain, or and dispersion).

No demolition or construction equipment, materials, or activity shall be placed in or occur in any location that would result in impacts to environmentally sensitive habitat areas, streams, wetlands or their buffers.

Any and all debris resulting from demolition or construction activities shall be removed from the project site within 24 hours of completion of the project.

Demolition or construction debris and sediment shall be removed from work areas each day that demolition or construction occurs to prevent the accumulation of sediment and other debris that may be discharged into coastal waters.

All trash and debris shall be disposed in the proper trash and recycling receptacles at the end of every construction day.

The applicant shall provide adequate disposal facilities for solid waste, including excess concrete, produced during demolition or construction.

Debris shall be disposed of at a permitted disposal site or recycled at a permitted recycling facility. If the disposal site is located in the coastal zone, a coastal development permit or an amendment to this permit shall be required before disposal can take place unless the Engineer determines that no amendment or new permit is legally required.

Water for construction purposes as required by these Special Provisions will be provided by the Goleta Water District at the Contractor’s expense. The City encourages the Contractor to use reclaimed water when a fill station is located nearby.

Water required for controlling dust, caused by the Contractor’s operations and the passage of traffic through the construction site shall be applied as necessary, at the Contractor’s expense. The Contractor shall, whenever possible and not in conflict with these Special Provisions, minimize the use of water during construction of the project.

Watering equipment shall be kept in good working order and water leaks shall be repaired promptly.
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Add to the end of Section 14-11.02 DISCOVERY OF UNANTICIPATED ASBESTOS AND HAZARDOUS SUBSTANCES:

In conformance with Section 25914.1 of the Health and Safety Code, removal of asbestos of hazardous substances including exploratory work to identify and determine the extent of the asbestos or hazardous substance will be performed by separate contract.

If delay of work in the area delays the current controlling operation, the delay will be considered a right of way delay and the Contractor will be compensated for the delay in conformance with the provisions in Section 8-1.07 DELAYS of the State Standard Specifications and these Special Provisions.

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15 EXISTING FACILITIES
Add to the end of Section 15-1.03A General:

Protection and Restoration of Existing Improvements
A. In addition to Section 5-1.36 PROPERTY AND FACILITY PRESERVATION of the State Standard Specifications the following shall apply. Contractor shall protect existing pavement, striping, manholes, utilities, sidewalks, curbs, gutter, curb ramps, valley gutters, and driveways at all equipment crossings. Contractor shall provide materials to shore and brace excavation areas in order to prevent existing structures, private properties and permanent improvements from failure or damage during construction. If requested, provide shoring design calculations and details for review by Engineer. Damage to existing structures, private properties, and permanent improvements due to construction work conducted by Contractor shall be restored to existing or better condition with no additional cost to City.

B. Contractor agrees to assume sole and complete responsibility for protection of public and private property in the vicinity of the job site and further agrees to, at Contractor's expense, repair or replace to original condition all existing improvements within or in the vicinity of the job site which are not designated for removal, and which are damaged or removed as a result of Contractor's operations.

C. Repair or replacement must be completed within three (3) working days from the date the damage occurred, unless immediate repair or replacement is determined to be necessary by Engineer. If Contractor fails to restore existing improvements 405

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in a timely manner, within the timeframe specified, City may complete the work and costs will be deducted from payments due Contractor.

D. Contractor must coordinate operations such that damage to newly constructed improvements is avoided. In the event newly constructed improvements, shown on the Contract Documents, interfere with other project work or is necessary for safety or access and mu st be removed and replaced, City will only pay for the improvements to be constructed one time. Multiple replacements or work necessary for the convenience of Contractor shall be considered performed at Contractor’s expense.

Utility Requirements and Potholing

General

A. Attention is directed to Contractor to the existence of underground utilities within the project limits. Contractor must verify the location, size, and type of all existing utilities prior to construction. Utilities include, but are not limited to; telepho ne, electricity, gas, fiber -optic cable, cable television lines, traffic signal systems, communication systems, petroleum lines, water, irrigation systems, storm drains and sanitary sewers.

B. When the Plans or Specifications provide for Contractor to alter, relocate, or reconstruct a utility, all costs for such work must be included in the Bid for the items of work necessitating such work. Temporary or permanent relocation or alterations of uti lities requested by Contractor for its convenience are Contractor’s responsibility and Contractor must make all arrangements and bear all costs.

C. Contractor must obtain all necessary permits and notify the utility agencies at least two (2) working days in advance of excavating around any of their facilities. It is the responsibility of Contractor to coordinate all phases of construction with the various utility companies involved.

D. Contractor must notify Underground Service Alert at 811 at least two (2) working days prior to any excavation or construction work. Paint indications for underground utilities must be limited to only those areas to be affected. Contractor must document USA markings with photographs or video and must provide a copy of the photographs and video to Engineer. Contractor must remove any painting marks that remain after the construction is complete as follows:

a. When placing markings on the pavement or other right -of-way areas to indicate the location of underground facilities, Contractors and/or utility companies are required to use a temporary water-based marking chalk with a visibility life not to exceed three weeks. Contractor must arrange for markings to be removed as needed. In the event that a Contractor or utility company uses a non -approved marking material, it shall be the 406

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responsibility of Contractor to ensure the complete removal of all pavement markings remaining upon completion of the permitted work. If Contractor fails to properly and completely remove all pavement markings, City may affect the removal and deduct from p ayments due or become due Contractor for both direct and indirect costs as determined by Engineer.

Utility Verification

A. The location and existence of utilities shown on the plans are approximate and taken from available records. Contractor must verify the location of existing utilities, by suitable methods, and must take all precautions to protect them whether shown or not. The exact location and identification of all existing utiliti es must be determined by Contractor prior to the start of any work.

B. Contractor must protect all such facilities from damage due to construction activities for the duration of the project. In the event any such unknown facilities or substructures should be disturbed or damaged due to the failure of Contractor’s exercising reasonable care, Contractor must at once make necessary emergency repair at no cost to and to the approval of the owner. In the event the utility owner requires its own forces or approved vendors to perform such repairs, Contractor must coordinate and cooperate with the utility to complete the repairs. All costs for repairs, staff time, direct and indirect costs, and any costs billed by the utility must be borne by Contractor and costs may be deducted from payments due or to become due Contractor. Contractor is responsible for following all applicable rules and regulations concerning work in the vicinity of underground and/or overhead utilities.

C. All utilities designated on the Plans to be protected in place must be carefully uncovered if located within the lines of excavation and time must be allowed for Engineer to field check the location of such utilities to make certain that they will not interfere with construction. In the event a utility conflict exists, City will either arrange for utility owner to relocate the utility or adjust grade and/or alignment of the proposed improvement. Contractor must allow sufficient time for this utility work and must adjust Contractor’s operation to move to other areas to allow the utility relocation work to occur.

D. In the event any such facility should be disturbed or damaged, Contractor must at once make repairs to the satisfaction of the owner, or arrange with the owner to make repairs, at no cost to City. Any delays or reconstruction of improvements resulting from Contractor’s failure to verify utility locations and depths will be made at Contractor’s expense.

Payment
Full compensation for conforming to all requirements specified in this Section 15, EXISTING FACILITIES shall be considered as included in the contract price paid for other items of work and no additional compensation will be allowed.

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Replace Reserved in Section 15-1.03D Reserved with:
15-1.03D STRUCTURE DEMOLITION

15-1.03D(1) GENERAL
Section 15-1.03D includes general specification for removing hardscape, surfacing and play equipment as shown on the plans.

15-1.03D(1)(b) SCOPE OF WORK

Site demolition, removal and site preparation shall include, but is not limited to demolition haul off and disposal for all play equipment structures including components and foundations. Perform demolition work in accordance with applicable City, County, State codes, laws, and regulations.

Demolition and Removal includes all elements within the public right of way and as designated on the plans to the satisfaction of the Engineer. • Remove all play equipment, play surfacing, subbase and curb edges at playground
• Remove concrete walks,
• Remove select trees, shrubs, stumps, and landscaped areas, including irrigation lines.
• Remove fences.
• Clear and grub to area designated on the plans and as directed by the Engineer. • Grade entire cleared area to elevations matching the surrounding area, and for proper drainage.

15-1.03D(1)(c) MATERIAL OWNERSHIP AND DISPOSAL
All demolished items shall become the Contractor’s property and shall be removed, recycled, abated, or disposed from the properties in an appropriate and legal manner.

Location of disposal site and length of haul shall be the Contractor’s responsibility.

Properly dispose of all debris, trash and building materials accordance with City, County, and State requirements. Properties shall be left clean of trash and debris when completed.

Burying of trash and debris on site will not be permitted. Burning of trash and debris at the site will not be permitted.

Remove trash and debris from the site at frequent intervals so that their presence will not delay the progress of the work or cause hazardous conditions for workers and the public.

Provide a clean and orderly site at all times.

15-1.03D(2) MATERIALS
The use of explosives is prohibited in any work to be performed under this contract.

The use of a "Headache Ball" or other battering device on any building or structure shall not be permitted when such device will swing or will be over public right of way or 408

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adjacent private property or that through its use will cause building material particles to fall onto public right of way or adjacent private property.

15-1.03D(4) PAYMENT
Payment for ”Demolish Existing Play Equipment” at the contract lump sum price shall include all labor, materials, tools, equipment, and incidentals required for the complete removal of existing playground structure demolition including removal, clearing, disposal, grading, removing maintaining existing utilities to houses in the vicinity, and completing all work per the requirements of these Special Provisions, State Standard Specifications and to the satisfaction of the Engineer. No additional compensation will be considered.

Payment for ”Demolish Existing Play Surfacing” at the contract square foot price shall include all labor, materials, tools, equipment, and incidentals required for demolition, removal, clearing, disposal, grading, and completing all work required for removing existing playground surfacing and base course up to the limits of the mow curb per the requirements of these Special Provisions, State Standard Specifications and to the satisfaction of the Engineer. No additional compensation will be considered.

Payment for “Demolish Existing Walks” at the contract square foot price shall include all labor, materials, tools, equipment, and incidentals for demolition, removal, clearing, disposal, grading, and completing all work required for removing existing walks and base course per the requirements of these Special Provisions, State Standard Specifications and to the satisfaction of the Engineer. No additional compensation will be considered.

Payment for “Demolish Existing Fencing” at the contract linear foot price shall include all labor, materials, tools, equipment, and incidentals for fence post and footing demolition, removal, clearing, disposal, grading, and completing all work per the requirements of these Special Provisions, State Standard Specifications and to the satisfaction of the Engineer. No additional compensation will be considered.

Payment for “Sawcut & Demolish Concrete Curb/Gutter” at the contract square foot price shall include all labor, materials, tools, equipment, and incidentals for demolition, removal, clearing, disposal, grading, and completing all work required for sawcutting and removing existing curbs/gutters and base course per the requirements of these Special Provisions, State Standard Specifications and to the satisfaction of the Engineer. No additional compensation will be considered.

Payment for “Sawcut & Demolish Asphalt” at the contract square foot price shall include all labor, materials, tools, equipment, and incidentals for demolition, removal, clearing, disposal, grading, and completing all work required for sawcutting and removing existing asphalt and base course per the requirements of these Special Provisions, State Standard Specifications and to the satisfaction of the Engineer. No additional compensation will be considered.

Payment for demolition of other site, utility and miscellaneous removals not listed above shall be included in the lump sum bid price provided for Clearing & Grubbing.

ADDENDUM 1
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^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

DIVISION III EARTHWORK AND LANDSCAPE
17 GENERAL

Add to Section 17-2.03B Clearing:

Within the limits of clearing, the areas below the natural ground surface shall be grubbed to a depth necessary to remove stumps, roots, buried logs, and other objectionable material. Underground structures, debris or waste including old piping, pavement, curb, gutter shall be removed if found on the Site. Objectionable material from the clearing and grubbing process shall be removed from the Site and wasted in approved safe locations.

All material that cannot be used as backfill on the site or at the landf ill shall be properly disposed of at the Contractor’s cost.

Tree stumps and roots shall be removed to at least 3 feet below finished grade. It will also include removal of existing organics, rocks, or other unsuitable materials within existing planter strips before reconstructing sidewalk.

The Contractor, unless otherwise noted, shall clear, grub, demolish, and remove from the site all existing vegetation in areas demarked on the plans for removal or where otherwise will impact the proposed work. All known existing improvements at the time of the survey are identified on the plans. These improvements include concrete pavement, playground equipment, surfacing, irrigation piping/heads, shrubbery, fencing, curbs, signs, etc. All materials shall be hauled off site to a City Approved waste/recycl ing center. Truckloads shall be covered with tarp or other approved manner.

Clearing and Grubbing shall also include the following, with the exception of work otherwise covered by another bid item:

a. Contractor shall haul away from the job site and dispose at a legal landfill deleterious materials (i.e., removal of bushes, removal of trees, etc.).

b. Any existing signs/monuments or similar objects and/or debris not shown on the plans but within the right-of-way or easements at the time of construction, shall be removed and disposed of by the Contractor.

c. Removal and disposal of all miscellaneous concrete, pavement, pipes, hardware, timber, rubble or any other objectionable material encountered beneath the ground surface as a result of grading operations connected with the construction of the project improvements.

d. Removal, relocation, abandoning, adjusting, or salvaging of all existing facilities so indicated on the plans which are not designated as separate bid items or which are not included in other bid items.

e. Removal and transport debris and rubbish in a way that will prevent spillage onto streets or adjacent areas. Cleanup of spillage shall be performed at the Contractor’s expense and to the satisfaction of the Engineer. 410

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f. Maintaining dust control at all times by watering.

g. Protection and maintenance of utilities, trees. fences, walls, and other facilities within the construction zone, except those specifically directed by the Engineer to be removed or relocated. Protection of trees shall be in compliance with the City of Goleta municipal code (12.02.570).

h. Minor grading for swales and erosion control.

i. Progressive clean-up and maintenance of project appearance.

j. Cleanup of project area upon completion of work.

k. Removal and haul-off of cold plane grindings.

l. Sawcut and removal and haul off of existing concrete sidewalks, driveways, curb and gutter, and asphalt.

m. Provision of temporary drainage facilities when required by demolition operations.

n. Tree Protection

No materials or equipment shall be stored within the dripline of any existing tree to remain.

Grading and trenching within the dripline of existing trees to remain shall be minimized and done with a light (one ton or less) rubber-tired equipment or by hand.

During any grading or excavation adjacent to or beneath the dripline of existing trees to remain, any excavation shall be performed by hand. Any roots encountered shall be cleanly cut and sealed with a tree-seal compound.

City’s arborist shall be on site during all tree trimming and grading and excavation around roots. Notify the City 48 hours in advance of grading operations.

o. Tree Pruning
Contractor shall prune all existing trees on site. Pruning shall be performed in the presence of the City’s arborist and shall include limbing branches up to minimum required clearance above walkways per 2022 California Building Code.

Revise 17-2.04 Payment to read:

Work performed in clearing and hauling hardscape, trash and vegetative debris offsite to an approved facility shall be paid for at the contract lump sum unit price paid for “Clearing and Grubbing” and shall include all labor, materials, equipment and incidentals required to perform the work. No further payment shall be made.

19 EARTHWORK

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Add to Section 19-1.01 GENERAL:
19-1.01 GENERAL
In addition to the provisions of Section 19 -1.01 GENERAL of the State Standard Specifications, these Special Provisions shall apply.

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

19-1.03B UNSUITABLE MATERIAL
In addition to the provisions of Section 19 -1.03B UNSUITABLE MATERIAL of the State Standard Specifications, these Special Provisions shall apply.

Should unsuitable material be encountered which, in the opinion of the Engineer, cannot be stabilized, the Contractor shall remove the unsuitable material to the dimensions and limits directed by the Engineer. The Contractor shall use extra care in excavating unsuitable materials so as not to aggravate the conditions. If, in the opinion of the Engineer, the Contractor’s methods and equipment are increasing the amount of unsuitable materials to be excavated, the Engineer will require the Contractor to take necessary steps to correct the situation. Should the problem continue, the Contractor shall pay all costs beginning from the time correction steps were last implemented.

When unsuitable material is removed and disposed of, the resulting space shall be filled with material suitable for the planned use. The pay quantity for backfill shall be the same as that computed for unsuitable material excavation as specified herein. Unsuitable materials shall be removed from the job site and not incorporated into embankments.

Trench backfill shall consist of Class 2 Aggregate Base (AB) or job excavated, native soil meeting the requirements of Section 26 AGGREGATE BASES of the State Standard Specifications. The use of the job excavated, native soil shall be at the Contractors risk.

No additional compensation will be paid to the Contractor for hauling, stockpiling, drying, wetting or any processing of the native soil or AB required in order to achieve the minimum stability and relative compaction criteria.

The estimated quantity for Unsuitable Material is for bidding purposes only and an estimated 20 cubic yards has been included for the Project. The quantity can be extended, reduced, or deleted at the discretion of the Engineer, with no change in the unit bid price.

If unsuitable material is discovered, the Contractor will notify the Engineer for approval of excavation and backfill. If the Engin eer does not approve that the material is unsuitable prior to excavation and backfill, the Contractor will be respo nsible for the cost of excavation and backfill.

19-1.03B.1 PAYMENT
The contract unit price paid per cubic yard for “Unsuitable Material” shall include full compensation for furnishing all labor, materials, tools, equipment, excavation, backfill, aggregate base, compaction, removal and incidentals, and for doing all work involved in constructing Unsuitable Material, complete in place, as shown on the plans, as specified 412

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in the State Standard Specifications and these Special Provisions, and as directed by the Engineer and no additional compensation will be allowed therefor

Add to Section 19-7.03 CONSTRUCTION:
19-7.03D Imported Borrow
Place and compact imported borrow. Compaction of imported borrow to the designated dimensions .

Initial layers of imported borrow may be placed by end dumping from trucks, or other approved method.

Spread or place imported borrow in such a manner that will prevent bulking of the material and minimize particle breakdown. Compact imported borrow (Lightweight Aggregate) in uniform layers not to exceed an 8 -inch thickness before compaction.

Compaction must be obtained by a minimum of three (3) complete coverage passes using smooth drum steel roller compaction equipment imposing contact force of 670 pounds per foot width of the roller face. Track type equipment imposes the equivalent contact pressure as that specified for steel drum rollers, as determined by the Engineer, may be used provided the three (3) complete coverages of the tracks of the track type equipment are achieved. Sufficient moisture treatment must be made to aid the compaction effort. Compaction using pneumatic-tired equipment or compaction within trenches or other limited access areas, or compaction in areas of low confining pressure, shall be by an approved method.

When alternative compaction equipment and methods of compaction (including use of pneumatic -tired equipment in trenches, in limited-access areas, and areas of low confining pressure) are selected, a test site placing and compacting lightweight aggregate material must be constructed. The alternative compaction equipment and methods of compaction must not be used until, evaluation of the test site by the Engineer and the alternative methods and equipment have been approved.

Add to Section 19-7.04 PAYMENT:

Imported Borrow is paid for as the cubic yard item for “Rough Grading Fill ” and shall include all costs importing and installing fill and base material in place in conformance with the provisions in Section 9 PAYMENT, divided by the 95 percent of the dry unit weight measured under the requirements in California Test Method 212, using test procedure (b) Compaction Method (by jigging). Payment includes all work associated with constructing Fill in place.

Excavation, removal and haul off of site material shall be paid for under the cubic yard item for “Rough Grading Excavation” and shall include all costs associated with excavating, removal, trucking and disposal if required.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
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20 LANDSCAPE

Replace section 20-1.01D(3) Reserved of the RSS for Section 20-1.01D Quality Assurance with:
20-1.01D(3) Soil Testing
Provide an agronomic soil test from a certified soils laboratory that uses methods of soil analysis approved by the American Society of Agronomy and the Soil Science Society of America. Collect soil samples from at least two different locations at a depth from 8 to 14 inches from the surface. Use sample locations that best represent areas that will be used for planting and seeding work. Sample locations must be authorized. Collect testing samples after the finished grade is achieved. Test Results must include the following:
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Test Element Method
pH Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 16 or
USDA Agricultural handbook No. 60, Diagnosis and
Improvement of Saline and Alkali Soils, Method 21a
Saturation Extract Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 14 or
USDA Agricultural handbook No. 60, Diagnosis and
Improvement of Saline and Alkali Soils, Method 2
Sodium Adsorption
Ratio
Methods of Soil Analysis, Part 3 chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 14 or
Inductively Coupled Argon Plasma Optical Emissions, EPA Method 6010B
Water Infiltration
Rate
USDA Agricultural handbook No. 60, Diagnosis and
Improvement of Saline and Alkali Soils, Method 34B
Base Saturation Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 40 or
USDA Agricultural handbook No. 60, Diagnosis and
Improvement of Saline and Alkali Soils, Method 18, 19 and 20 Exchangeable
Ammonium cation
Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 38
Cation Exchange
Capacity
Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 40 or
USDA Agricultural handbook No. 60, Diagnosis and
Improvement of Saline and Alkali Soils, Method 18, 19 and 20 Electrical
Conductivity
Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 14 or
USDA Agricultural handbook No. 60, Diagnosis and
Improvement of Saline and Alkali Soils, Method 2
Soil Texture Methods of Soil analysis, Part 1, Physical and Mineralogical Methods, Soil Science Society of America, Inc.,1986, Chapter 15 Organic Content Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 37
Boron Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 38 or
Inductively Coupled Argon Plasma Optical Emissions, EPA Method 6010B
Calcium Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 40 or
USDA Agricultural handbook No. 60, Diagnosis and
Improvement of Saline and Alkali Soils, Method 18, 19 and 20 or
Inductively Coupled Argon Plasma Optical Emissions, EPA Method 6010B
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Chloride Methods of Soil Analysis, Part 3 chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 14 or
USDA Agricultural handbook No. 60, Diagnosis and
Improvement of Saline and Alkali Soils, Method 2 or
Inductively Coupled Argon Plasma Optical Emissions, EPA Method 6010B
Copper Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 26, Ammonium Bicarbonate-Diethylenetriaminepentaacetic Acid (AB-DTPA) Method
Iron Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 23, Ammonium Bicarbonate-Diethylenetriaminepentaacetic Acid (AB-DTPA) Method
Magnesium Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 20, Ammonium Bicarbonate-Diethylenetriaminepentaacetic Acid (AB-DTPA) Method
Calcium/Magnesium
Carbonate
Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 34
Manganese Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 24, Ammonium Bicarbonate-Diethylenetriaminepentaacetic Acid (AB-DTPA) Method
Molybdenum Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 27, Ammonium Bicarbonate-Diethylenetriaminepentaacetic Acid (AB-DTPA) Method
Nitrate Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 31, Ion
Selective Electrodes (ISE), Method
Phosphorus Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 32, Ammonium Bicarbonate-Diethylenetriaminepentaacetic Acid (AB-DTPA) Method
Potassium Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 19, Ammonium Bicarbonate-Diethylenetriaminepentaacetic Acid (AB-DTPA) Method
Sodium Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 19, Ammonium Bicarbonate-Diethylenetriaminepentaacetic Acid (AB-DTPA) Method
Sulfate/Sulfur Communication Soil Science Plant Analysis, Chapter 33, 2002 Ammonium Bicarbonate-Diethylenetriaminepentaacetic Acid (AB-DTPA) Method, Optimization of a Method for soil sulfur extraction,
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Zinc Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 26, Ammonium Bicarbonate-Diethylenetriaminepentaacetic Acid (AB-DTPA) Method
Aluminum Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapters 25, 27, 28, 29, 30, Ammonium Bicarbonate-Diethylenetriaminepentaacetic Acid (AB-DTPA) Method
Selenium Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapters 25, 27, 28, 29, 30, Ammonium Bicarbonate-Diethylenetriaminepentaacetic Acid (AB-DTPA) Method

Test Results must also include the following:
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Test Element Method
Arsenic Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapters 25, 27, 28, 29, 30, Ammonium Bicarbonate-Diethylenetriaminepentaacetic Acid (AB- DTPA) Method
Cadmium Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapters 25, 27, 28, 29, 30, Ammonium Bicarbonate-Diethylenetriaminepentaacetic Acid (AB- DTPA) Method
Chromium Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapters 25, 27, 28, 29, 30, Ammonium Bicarbonate-Diethylenetriaminepentaacetic Acid (AB- DTPA) Method
Cobalt Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapters 25, 27, 28, 29, 30, Ammonium Bicarbonate-Diethylenetriaminepentaacetic Acid (AB- DTPA) Method
Lead Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapters 25, 27, 28, 29, 30, Ammonium Bicarbonate-Diethylenetriaminepentaacetic Acid (AB- DTPA) Method
Lithium Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapters 25, 27, 28, 29, 30, Ammonium Bicarbonate-Diethylenetriaminepentaacetic Acid (AB- DTPA) Method
Nickel Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapters 25, 27, 28, 29, 30, Ammonium Bicarbonate-Diethylenetriaminepentaacetic Acid (AB- DTPA) Method
Silver Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapters 25, 27, 28, 29, 30, Ammonium Bicarbonate-Diethylenetriaminepentaacetic Acid (AB- DTPA) Method
Strontium Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapters 25, 27, 28, 29, 30, Ammonium Bicarbonate-Diethylenetriaminepentaacetic Acid (AB- DTPA) Method
Tin Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapters 25, 27, 28, 29, 30, Ammonium Bicarbonate-Diethylenetriaminepentaacetic Acid (AB- DTPA) Method
Vanadium Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapters 25, 27, 28, 29, 30, Ammonium Bicarbonate-Diethylenetriaminepentaacetic Acid (AB- DTPA) Method

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Laboratory interpretation data must cite low, medium, and high nutrient concentrations, nutritional deficiencies, excesses, and potential toxicities. Test results must include amendment recommendations for new and existing planting and seeding.

Submit test results and any recommended design modifications as a result of the test 15 days before any planting, seeding, or soil amendments activities.

Replace the 1st through 4th paragraphs of Section 20-1.02C Pesticides with:

Notify the Engineer of pesticide application times at least 24 hours before each application. Pesticides used shall be approved prior to use by the Engineer.

Mix and apply pesticides under the regulations of the Department of Pesticide Regulation, County Biologist and the instructions on the pesticide product label.

Do not apply pesticides:

1. On Saturdays, Sundays and holidays unless authorized

2. Whenever weather and wind conditions are unsuitable for application

3. Within the plant basin

4. On the foliage and woody parts of the plant

5. In protected areas due to wetlands or protected species The Contractor shall be responsible for detecting diseases and pests (including rabbits, gophers, groundhogs, rodents) as soon as they are present and shall take immediate action to identify, control, and remove the disease or pest within the job-site. Pest control programs of all mammals shall be done without extermination and as approved by the City’s Authorized Representative. Plants shall be maintained in a disease and pest free condition. A licensed pest control operator shall be maintained to recommend and apply pesticide, herbicides, and fungicides. Contractor shall be responsible for removal of gophers and moles from site and repair any and all damage attributed to their presence. Damaged plant material due to vertebrate pests (rabbits, gophers, groundhogs, etc.) shall be replaced immediately by Contractor at no cost to City. Dead dying and damaged plant material shall be removed at no cost to the City

Replace the third paragraph in Section 20-1.02C Pesticides with:

Use of rodent poison or rodenticide use is not allowed.

Replace the 1st paragraph of Section 20-1.03C(2) Remove Existing Plants with:

Removal of existing plants includes removing their stumps and roots 1 inch or larger in diameter to a minimum depth of 30 inches below finish grade. Backfill holes resulting from stump removal to the finished grade with suitable backfill material as approved by City inspector.

Add to Section 20-1.03C(3) Weed Control:

Control weeds within the park including areas such as new and existing pavement, curbs, and sidewalks.
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Pesticides may be used in planter areas only if they are 30 ft away from picnic eating areas, play areas and walkways. In areas within those limits, the contractor shall hand pull weeds.

Add to Section 20-2.01A(3)(a) General to read:

Contractor shall maintain a set of record drawing markups for the irrigation equipment installed. Markups shall dimension and scale the layout of valves, mainline piping, controller equipment. Record drawings shall be provided to the City in PDF format.

Replace the 4th paragraph of Section 20.2.01A(4)(b)(i) General with:

Perform pressure testing using Method A to test supply lines installed by trenching and backfilling and supply lines that are completely visible after installation.

Revise Section 20-2.01B(7) to read:

Valve boxes shall be a green plastic with locking lid covers. Valve boxes must not have side openings.

Replace item 1 in the list in the 2nd paragraph of Section 20-2.01B(7) Valve Boxes and Covers with:

1. Plastic

Add to the list in the 2nd paragraph of Section 20-2.01B(7) Valve Boxes and Covers:

4. Secured using a commercial-quality locking mechanism

Replace the 3rd paragraph of Section 20-2.01B(7) Valve Boxes and Covers with:

Valve box covers must be labeled. Labels must:

1. Have permanent mechanically embossed or engraved inscriptions at least 1 inch tall

2. Shall read RCV for Remote Control Valve, QC for Quick Coupler, GV for Gate Valve, and BV for Ball Valve

Add between the 4th and 5th paragraphs of Section 20-2.01B(7) Valve Boxes and Covers:

Remote control valves must be labeled with a polyurethane tag. Attach the tag tightly with a nylon tie to the conductor wire. The tag must be stamped with non-fading, waterproof, permanent lettering on both sides with the appropriate letters and numbers at least 1 inch high showing the valve's controller and station 14. Use if mowing is to be limited.

Add between the 5th and 6th paragraphs of Section 20-2.01C(2) Trenching and Backfilling:

Apply 1 application of a preemergent pesticide to trenched areas in existing ground cover areas and to trenched areas adjacent to fences, curbs, dikes and shoulders. The Engineer determines when the preemergent pesticide must be applied.

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Install 14 gauge (min) insulated (purple color to ID irrigation) tracer wire (not tape) in mainline trench. Fasten to mainline on top of pipe and run continuously throughout entire run of mainline.

Add to Section 20-2.04B Materials:

You may use conductors that are not armor-clad if installed in a conduit.

Add to Section 20-2.05B Materials:

Flow sensor cable must be rated 600V and 194 degree F, be UL listed as Type TC, comply with specifications of ICEA/NEMA and:

1. Consist of 3 #18 AWG minimum stranded copper conductors. Insulated conductor must be color coded with a PVC or nylon jacket.

2. Include a tinned cooper braid or aluminized polyester film shield. Where the film is used, a no. 18 or larger, stranded or no. 16 solid, tinned, copper drain wire must be placed between the insulated conductors and the shield and in contact with the conductive surface of the shield.

3. Include a black PVC jacket with a minimum nominal thickness of either 50 mils or 48 mils where capacitance of conductors to other conductors and the shield is 87 pF/ft or better. The cable jacket must be marked with the insulation type designation, conductor size, and voltage and temperature ratings.

4. Be UV resistant and direct burial type.

5. Have no splices between components except where shown.

Add to Section 20-2.06B(2)(c) Solar Powered Irrigation Controllers:

Site irrigation controller shall be powered by a solar array panel and battery system to be mounted on galvanized steel pole adjacent to controller per plans. Pole shall be painted flat black. Align solar array panels facing south away from shade and obstructions from sun.

Replace items 2. in the list in the 1st paragraph of Section 20-2.06B(3) Irrigation Controller Enclosure Cabinets with the following:

2. Include pedestal mounted enclosure on concrete pad with stainless steel top entry enclosure. All fasteners shall pre-approved and shall be waterproof with waterproof sealant.

Replace on grade in the 1st paragraph of Section 20-2.08C(3) Drip Irrigation Tubing with:
on finish grade below mulch level

Replace the 4th paragraph of Section 20-2.09B(4) Tree Well Sprinkler Assemblies with:

Pea gravel for filling the drainpipe must have a maximum diameter of 1/2 inch. The gravel must be naturally rounded aggregate, clean, washed, dry, and free from clay or organic material. Include manufacturer’s “sock” option or filter fabric equivalent to create a separator barrier to keep fines out.
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Add to Section 20-2.15 – Payment:

Payment for installing irrigation equipment and incidentals required to complete a functional irrigation system shall be paid for under each unit price paid for the following bid items and no further payment shall be made.
• “Irrigation – Pop-up Heads”
• “Irrigation – Tree Bubblers”
• “Irrigation – Drip Zone Kit RCV”
• “Irrigation – Remote Control Valve Assembly”
• “Irrigation – Quick Coupler Valves”
• “Irrigation – Ball Valves”
• “Irrigation – Master Valve”
• “Irrigation – Flow Sensor”
• “Irrigation – Controller Assembly”

Payment for installing irrigation equipment and incidentals required to complete a functional drip irrigation system shall be paid for under the square foot unit price paid for “Irrigation - Drip Irrigation” and no further payment shall be made.

Payment for the solar array system and incidentals required to complete a functional solar array system capable of powering the controller adjacent to it in a sustained manner shall be paid for under the lump sum unit price paid for “Irrigation - Solar Array” and no further payment shall be made.

Payment for installing irrigation piping including pipe fittings, trenching, and incidentals required to complete a functional piping system shall be paid for under the linear feet unit price paid for “Irrigation - Mainline Pipe” and “Irrigation - Lateral Pipe” respectively, and no further payment shall be made.

Add to Section 20-3.01B(3)(a) General:

Soil amendment must be a blend of existing on-site soils amended with amendments per recommendations of the approved soils fertility analysis. The following soil amendments and fertilizers are to be used FOR BIDDING PURPOSES ONLY. Final fertilizer products shall conform to County of Santa Barbara IPMP. A copy of the IPMP is available upon request.

1. Site Soil: Top 6 inches of site soil shall be amended with following blend of amendments per 1000 square feet.

Amount Ingredient
6 Cubic Yards Nitrogen Stabilized 0” – ¼” Fir Bark
15 lbs 12-12-12 Commercial Fertilizer as approved
15 lbs Soil Sulfur
100 lbs Agricultural Gypsum

2. Backfill Mix (on-grade locations): Amend site soil as follows per cubic yard. 422

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Amount Ingredient
3/5 Cubic Yard Surface Soil
2/5 Cubic Yard Nitrogen Stabilized 0” to ¼” Fir Bark 1 lb 12-12-12 Commercial Fertilizer as approved
2 lbs Iron Sulfate as Specified
10 lbs Agricultural Gypsum

3. Actual amendments may vary for planting areas (non-biofiltration areas) if imported topsoil is required to establish finish grade. Provide all additional amendments as may be required by subsequent soil testing of approved imported topsoil and as directed by the City Engineer.

4. Bio-infiltration Planter Soil Mix:

1. Imported Mix comprising of the following unless required otherwise by the local jurisdiction:
a. Soil mix shall be made up of 65% sand meeting ASTM-C33 for fine aggregate, 20% sandy loam, and 15% high quality compost meeting the requirements listed below.
1) Compost for Bioretention soils shall be analyzed by an accredited lab using #200, 1/4 inch, 1/2 inch, and 1 inch sieves ASTM D 422 or as approved by the local municipality. Sieve analysis shall meet the requirements listed below:

Sieve Size Percent
Passing (By Weight)
Min. Max.

SAND:
3/8" 100 100
No. 4 90 100
No. 8 70 100
No. 16 40 95
No. 30 15 70
No. 40 5 55
No. 100 0 15
No. 200 0 5

COMPOST
1" 99 100
1/2" 90 100
1/4" 40 90
No. 200 2 10

b. Materials shall be mechanically blended using a high-speed shredder apparatus and stored on a clean asphalt pad or approved equal. The material shall be tested to prove infiltration rates greater than 5 inches per hour.

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Add after Section 20-3.01B(3)(a) General:
20-3.01B(3)(b) Iron Sulfate
Iron sulfate must be ferrous sulfate in pelleted or granular form containing not less than

18.5 percent iron expressed as metallic iron.

Replace the 4th item of the third paragraph of Section 20-3.01B(7) with the following:

Be at least 2 feet wide and 3 feet deep. Be “Deep Root Control Barrier model UB36-2” manufactured by Deep Root Corp. or approved equal.

Add to Section 20-3.01B(4)(b) Slow-release Fertilizers:

Fertilizer tablets for container plantings shall be Agriform long lasting fertilizer tablets 20-10-5 unless directed otherwise by the soils fertility analysis results.

Replace the 3rd paragraph of Section 20-3.01B(9) Foliage Protectors with:

Support stakes must be 2-inch nominal diameter or 2-by-2 inch nominal size wood stakes a minimum of 5 feet long. Wood stakes must be straight.

Trees shall be tied to stakes using (quantity - 4 min) “Cinch Tie” 24-inch tree ties with UV inhibitor. VIT Products or approved equal.

Revise Section 20-3.02D - Payment
The payment for soil amendments, fertilizers, and soil testing shall be included in the lump sum payment provided for bid item “Landscape – Soil Amendments & Fertilizers”. Payment for planting container plants shall include all materials, labor, delivery, and incidentals required and shall be paid for under each unit price paid for the following bid items and no further payment shall be made. • “Landscape – 1 Gal Shrubs”
• “Landscape – 5 Gal Shrubs”
• “Landscape – 15 Gal Shrubs”
• “Landscape – 24” Box Trees”

Payment for planting sod shall include all materials, labor, delivery, and incidentals required and shall be paid for under the square foot unit price paid for “Landscape – (Sod)” and no further payment shall be made.

Add to Section 20-4.01A Summary:

This project has a Type 2 plant establishment period of 90 days.

Replace the 1st paragraph of Section 20-4.01C(1) General with:

Submit the following seasonal watering schedules for use during the plant establishment period:

1. March through May

2. June through August

3. September through October
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4. November through February

Submit the first season's watering schedule within 10 days after the start of the plant establishment period. Submit subsequent watering schedules at least 5 days before start of the next seasonal period. Remote irrigation control system watering schedule must use the remote irrigation control system software program.

Add before the 1st paragraph of Section 20-4.03A General:

Maintain a neat and presentable job site during plant establishment including areas not visible to the public.

Replace the 3rd paragraph of Section 20-4.03A General with:

Do not remove foliage protectors. Remove nursery stakes for tree species immediately following planting.

Add to Section 20-4.03C Fertilizing:

Apply slow-release fertilizer to the plants during the 1st week of March and October of each year.

Apply organic fertilizer to the plants during the 1st week of March and October of each year.

Add to Section 20-4.03D Weed Control:

Dispose of weeds under section 20-1.03C(4).

Add to Section 20-4.03:
20-4.03H Pest Control
Control pests under Sections 20-1.03B PESTICIDES and 20-1.03C(1) GENERAL.

20-4.03I Guarantee
GUARANTEE.

The guarantee period shall begin upon written notice by City of substantial compliance with plans and specifications have been achieved by Contractor.

Upon acceptance, all construction shall be guaranteed by the Contractor for a period of one year against defects in materials and workmanship.

Any settling of backfill trenches which may occur during the one-year guarantee period shall be backfilled, compacted, and transitioned smoothly with adjacent gradients to the City's satisfaction by the Contractor without expense to the City, including the complete restoration of damaged planting, paving, or other improvements of any kind.

The Contractor, within ten (10) working days of notification by the City Representative, shall remove and replace all guaranteed plant materials which, for any reason, fail to meet the requirements of the guarantee. Replacement shall be made with plant mat erials as indicated or specified for the original planting and all such replacement materials shall be guaranteed as specified for the original guaranteed materials. 425

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Add to Section 20-4.04 - Payment
Payment for Plant Establishment Period shall include all maintenance activities required to complete a Type 2 Establishment Period including labor, materials, delivery, debris haul off and incidentals required to complete the period and shall be paid for under the month unit price paid for “Landscape – Maintenance Period (90 day)” and no further payment shall be made.

Add to the list in the 1st paragraph of Section 20-2.06B(2)(a) General:

17. Be EPA WaterSense® approved.

Replace item 1 in the list in the 1st paragraph of Section 20-2.06B(3) Irrigation Controller Enclosure Cabinets with:

1. Be cold-rolled steel or aluminum. The finish color of the irrigation controller enclosure cabinets must match color no. 20450 of AMS-STD-595.

Controller cabinet shall be a locking metal pedestal enclosure as indicated in product specification listed on irrigation legend.

Add to Section 20-5.04D - Payment:

Payment for mulch shall include procuring, delivery, layout and spread of mulch as shown on the plans including any incidentals required to complete mulch and shall be paid for under the square foot unit price paid for “Landscape – Mulch” and no further payment shall be made.

Replace Section 20-10.02C(2) with Check and Test Existing Irrigation Facilities:
20-10.02C(2) Check and Test Existing Irrigation Facilities Check and test existing irrigation system facilities that will remain in place or will be relocated before performing clearing and grubbing, earthwork, or other construction activity that will affect the existing irrigation system.

When available, use existing irrigation control software program and flow sensors to conduct the test. Clear obstructions in strainers and filters before conducting tests. The Engineer determines the test watering cycle lengths and controller information to be utilized during the tests.

Check for and document deficiencies in the existing irrigation systems including:

1. Missing, damaged or malfunctioning irrigation components

2. Leaks on supply line and irrigation components

3. Electrical continuity between irrigation controller and irrigation components

4. Electrical power at the irrigation controller

5. Communication between irrigation controller and remote access devices

Correct deficiencies as ordered. The correction of deficiencies is change order work.

Replace the introductory clause of the 1st paragraph of Section 20-10.03A(3) Submittals with:

Submit a work plan within 20 days before the start of job site activities for:
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Replace item 2 in the list in the 1st paragraph of Section 20-10.03A(3) Submittals with:

2. Maintaining existing planted areas as shown. The work plan must have a detailed description that includes work methods and areas, rates of fertilizer per plant, and a schedule for:

2.1. Watering

2.2. Controlling weeds and invasive plants

2.3. Controlling pests

2.4. Applying fertilizer

2.5. Mowing and trimming of turf

2.6. Repair and maintenance of plant basins, stakes, foliage protectors and plant identification markers

2.7. Replacing dead or unhealthy plants

Replace the 1st paragraph of Section 20-10.03A(4) Quality Assurance with:

Perform an inspection in existing planted areas in the presence of the Engineer.

Complete the inspection and submit a list of deficiencies 15 days before the start of job site activities.

Replace the 2nd paragraph of Section 20-10.03A(4) Quality Assurance with:

Deficiencies that may require corrective action include:

1. Weeds and invasive plants

2. Diseased or unhealthy plants

3. Overgrowth

4. Pests

5. Plant stakes and tree ties that are damaged or missing

6. Other deficiencies needing corrective action to promote healthy plant life

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21 EROSION CONTROL

Add to Section 21-2.02H Straw:

Straw must be certified weed free under the Department of Food and Agriculture.

Replace Section 21-2.02K Compost with:
21-2.02K Compost
Compost must be derived from one or a combination of the following types of materials:

1. Green material consisting of chipped, shredded, or ground vegetation or clean, processed, recycled wood products

2. Biosolids

3. Manure

4. Mixed food waste

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Compost must not be derived from mixed municipal solid waste and must not contain paint, petroleum products, pesticides, or other chemical residues harmful to plant or animal life. Metal concentrations in compost must not exceed the maximum listed under 14 CA Code of Regs § 17868.2.

Process compost materials under 14 CA Code of Regs § 17868.3.

The particle size must comply with the requirements shown in the following table:

Compost Gradation
Quality characteristic Test methoda Requirement
Min Max
Gradation Fine:(dry weight % passing)
1-inch sieve
3/8-inch sieve
TMECC

02.02-B

100
95 --
--
Gradation Medium:(dry weight %
passing)
2-inch sieve
3/8-inch sieve
TMECC

02.02-B

95 40

--
55 Gradation Coarse:(dry weight %
passing)
3-inch sieve
3/8-inch sieve
TMECC

02.02-B

95 25

--
35 a TMECC refers to Test Methods for the Examination of Composting and Compost, published by the United States Department of Agriculture and the United States Compost Council (USCC).

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The quality characteristics of compost must have the values shown in the following table:

Compost
Quality characteristic Test methoda
Requirement
Fine Medium/Coars
e
pH TMECC 04.11-
A 6–8.5 6-8.5
Soluble salts (dS/m) TMECC 04.10-
A 0–10 0-10
Moisture content (% wet weight) TMECC 03.09-
A 25–60 25-60
Organic matter content (% dry
weight)
TMECC 05.07-
A 30–70 30-100
Maturity (seed emergence)
(% relative to positive control)
TMECC 05.05-
A 80 or above 80 or above
Maturity (seedling vigor)
(% relative to positive control)
TMECC 05.05-
A 80 or above 80 or above
Stability (mg CO2-C/g OM per
day)
TMECC 05.08-
B 5 or below 8 or below
Pathogen
Salmonella (most probable
number per 4 grams dry
weight basis)
TMECC 07.01-
B < 3 < 3
Pathogen
Fecal coliform (most probable
number per gram dry weight
basis)
TMECC 07.01-
B < 1,000 < 1,000
Physical contaminants (% dry
weight)
Plastic, glass, and metal
TMECC 02.02-
C
combined
total:
< 0.5
combined
total:
< 1.0
Film plastic (% dry weight) TMECC 02.02-
C
Combined
total:
< 0.1
Combined
total:
< 0.1
a TMECC refers to Test Methods for the Examination of Composting and Compost, published by the United States Department of Agriculture and the United States Compost Council (USCC).

Add to Section 21-2.02P Fiber Rolls:

Straw for fiber roll must be certified weed free under the Department of Food and Agriculture.

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SP-102

DIVISION IV SUBBASES AND BASES
26 AGGREGATE BASES

Replace the 1st paragraph of Section 26-1.03E Compacting with:

Compact each AB layer to at least 95 percent relative compaction under California Test 231 except for permeable aggregate base.

Replace Section 26-1.04 – Payment with:

The contract price paid per the unit price for Aggregate Base shall be included in the respective bid items where aggregate base is installed and shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals and for doing all work involved to place.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
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DIVISION V SURFACING AND PAVEMENTS

39 ASPHALT CONCRETE
Asphalt patchback shall conform to County of Santa Barbara standards and Caltrans Specifications for Hot mIx asphalt paving Type A

Add to Section 39-2.02D Payment

Payment for “Asphalt Paving Patchback” shall be at the contract square foot price and shall include all labor, materials, equipment required for installing asphalt paving, per standards listed above.

The price bid shall be considered to include full payment for all materials, labor, equipment and incidentals required to construct the concrete improvements in accordance with the Contract Documents.

DIVISION VII DRAINAGE FACILITIES

64 PLASTIC PIPE

Add to Section 64-2.02A General:

Storm drain pipe shall be corrugated HDPE smooth interior pipe with bell and spigot joints (Type S).

Add to Section 64-3.04 Payment:

Payment for procuring and installing the undersidewalk drain from curb to inlet shall include all materials, labor, delivery, and incidentals required and shall be paid for under the lump sum unit price paid for “Undersidewalk Drain” and no further payment shall be made.

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68 SUBSURFACE DRAINS

Revise Reserved Section 68-6 RESERVED: to DRAIN INLETS
General - Provide submittal for approval of pre-cast concrete drain inlet structures.

PAYMENT
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Payment for Pre-Cast Concrete Drain inlet structures shall be bid under the unit price per EACH for “Pre-Cast Concrete Storm Drain Inlets” and shall include purchase, delivery, installation including lids with all incidentals required to install devices in place. No additional bid item will be provided.

Payment for modifying existing concrete drain inlet structure and connecting to new drain pipe shall be bid under the lump sum unit price for “Modify Ex. Drain Inlet Structure” and shall include demolition/modification, installation with all incidentals required to install devices in place. No additional bid item will be provided.

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DIVISION VIII MISCELLANEOUS CONSTRUCTION

73 CONCRETE CURBS AND SIDEWALKS
Add to Section 73-1.04 PAYMENT:

Payment for “Concrete Curb & Gutter Replacement at Undersidewalk Drain” shall be at the contract square foot price and shall include all labor, materials, equipment required for installing concrete curbs, concrete gutters per City of Goleta Standards. The price bid shall be considered to include full payment for all materials, labor, equipment and incidentals required to construct the concrete improvements in accordance with the Contract Documents.

Add to Section 73-2.04 PAYMENT:

Payment for “Concrete Grass Mow Curb Edging”, “Concrete Playground Curb”, “Edging and Concrete Path Retention Curb Edging” shall be at the contract unit price per linear foot for each separate bid item. The price bid shall be considered to include full payment for all materials, labor, equipment and incidentals required to construct the concrete improvements in accordance with the Contract Documents.

Payment for “Concrete Playground Curb” shall be at the contract unit price per linear foot for each separate bid item. The price bid shall be considered to include full payment for demolition, removal, clearing, and disposal of existing mow curb and all materials, labor, equipment and incidentals required to construct the new concrete improvements in accordance with the Contract Documents.

Add to Section 73-3.01C Submittals:

Within two (2) working days of completing the surveys, submit preconstruction and post- construction surveys sealed and signed by one of the following:

1. Land surveyor licensed in the State

2. Engineer who is registered as a Civil Engineer in the State prior to 1982

Replace Reserved in Section 73-3.01D(3) Quality Control with:

For locations shown, perform a preconstruction survey to ensure forms and job site constraints will allow for compliance with required design dimensions and slopes shown.

Upon completing the work, perform a post-construction survey to verify design dimensions and slopes requirements are met. The post-construction survey must include a minimum of 3 measurements for each dimension and slope requirement shown. Individual measurements must be equally distributed across the specified slope or dimensional surface. Document and submit these measurements on the Americans with Disabilities Act Compliance Inspection Report form for the facility type shown.

Include the equipment and control used to conduct the survey.

Add to Section 73-3.02 MATERIALS:

Apply joint sealant – Sika Flex (or approved equal) to all concrete expansion joints in curbs, and walks. Color shall be gray or otherwise match concrete being placed.

Expansion joints shall receive ½” asphalt expansion filler the full depth of the slab for the full length of the joint.

ADDENDUM 1
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Add to the beginning of Section 73-3.03 CONSTRUCTION:

Before placing concrete, verify that forms and job site constraints allow the required dimensioning and slopes shown. Immediately notify the Engineer if the Contractor encounters job site conditions that will not accommodate the design details.

Revise Section 73-3.03 CONSTRUCTION part 2:
20-foot intervals maximum for expansion joint spacing

Add to Section 73-3.03 CONSTRUCTION:

Jointing - Contractor shall provide expansion joints using pre-molded joint filler at concrete work abutting curbs, walks, and other fixed objects and shall:

a. Locate expansion joints as indicated. When not indicated, provide joints at maximum 20’-0” on center for curbs and walks. Align expansion joints in abutting curbs and walks. Expansion joint material shall be as noted on drawings and shall extend to full depth of concrete section.

b. Install expansion joint fillers full-width and depth of joint. Recess top edge below finish to receive sealants as indicated on the details.

c. Provide joint fillers in single lengths for the full slab width, whenever possible. Fasten joint filler sections together when multiple lengths are required.

d. Where intersecting joints occur, join top edge and continue any spliced joints without deviation of form line or direction.

e. Protect the top edge of the joint filler during concrete placement.

f. Install joint sealant per manufacturer’s instructions.

g. Control joints shall be spaced no greater than 10 ft on center unless directed otherwise on plans and provided to a depth equal to 1/3 the thickness of the concrete pour.

h. Joints tying into existing pavement shall be dowelled a minimum of 24” on center with ½” diameter x 12” long concrete dowels. Epoxy dowels with a Simpson set XP epoxy or approved equal.

Add to Section 73-3.04 - Payment:

Payment for “Concrete Walks” shall be at the contract unit price per square foot.

The price bid shall include full compensation for all labor, materials, tools, aggregate base, sawcutting, concrete, removal of existing sidewalk, hauling, and placement, complying with ADA requirements, placing concrete, compaction, raising existing facilities to grade, as shown on the plans incidentals and equipment required to 434

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complete these items of the work, as shown on the plans, as specified in the State Standard Specifications and these Special Provisions and as directed by the Engineer.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

80 FENCES
80-1.02 Materials
In addition to Section 80-1 GENERAL the Contractor shall install a temporary chain link fences as outlined in these special provision and as directed by the Engineer unless directed otherwise, temporary fencing shall be 6 ft in height installed on temporary stands outside of public path of travel.

MEASUREMENT AND PAYMENT
Temporary Fencing is measured and paid for in the linear foot unit price paid and constructed in the same manner specified for fence in Section 80 FENCES of the State Standard Specifications.

The contract linear foot price paid for “Temporary Fencing” includes full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in constructing the temporary chain link fence complete in place, including maintenance, removal of materials, and backfilling and repairing holes, depressions and other ground disturbance, as shown on the plans, as specified in the State Standard Specifications and these special provisions, and as ordered by the Engineer.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 435

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SP-108

DIVISION XI MATERIALS
90 CONCRETE

Add to Section 90-1.01D(5) Compressive Strength:

Concrete for fence posts, walks and curbs shall have a 28-day compressive strength of 2,800 psi

Concrete for structure footings shall have a minimum 28-day compressive strength of 2,800 psi and shall require compressive testing as directed by the City’s Authorized Representative.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

96 GEOSYNTHETICS

Add to Section 96-1.02B Filter Fabric:

Filter fabric shall be Mirafi 140N geotextile fabric or approved equal.

Add to Section 96-1.04 Payment:

Payment for geotextiles shall be included in the separate bid items the geotextiles are used in. No other payment shall be made.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
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DIVISION XII BUILDING CONSTRUCTION
99 BUILDING CONSTRUCTION

Replace Reserved in Section 99 BUILDING CONSTRUCTION with:

SECTION 901 – NOT USED

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SECTION 902 – SPLIT RAIL FENCING (WOOD)

902-1 General
A. Section includes:

1. Construction of rough cedar 3-rail split rail fencing

2. Provide all labor, all materials (i.e., pickets, rails, posts, and hardware) required for installation of the wood fencing specified herein and as indicated on the Drawings.

3. Concrete footings.

B. REFERENCES

1. Not used.

C. QUALITY ASSURANCE

1. Qualifications: Provide laborers and supervisors who are thoroughly familiar with the type of construction involved and the materials and techniques specified.

D. SUBMITALS

1. Shop Drawings showing general fabrication of Wood Rail fencing.

E. DELIVERY, STORAGE AND HANDLING

1. Upon receipt at the job site, all materials shall be checked to ensure that no damages occurred during shipping or handling.

2. Materials shall be stored in such a manner to ensure proper ventilation and drainage, and to protect against damage, weather, vandalism and theft.

902-2 MATERIALS
A. WOOD
a. Post, rails shall be rough cedar.
b. Wood for wood rail fencing shall be free of knots and broken splits. Fence boards shall be straight and not warped within 1/2” tolerance. Boards shall be snug fit into posts. All wood directly touching earth or concrete shall be treated, or naturally resilient to rot.

902-2 INSTALLATION
A. POSTS
a. Set posts plumb in place. Tolerance of ¼”
b. Components shall fit snug with minimal movement. Tolerance of ¼” of movement.
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902-3 MEASUREMENT AND PAYMENT
Payment for “Wood Rail Fencing or fence will be made at the contract price per linear foot and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in furnishing and installing fence, complete in place, and no additional compensation will be made.

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SECTION 903 – PLAYGROUND SURFACING

903-1.1 SECTION INCLUDES
A. Protective surfacing for playground area:

1. Poured-in-Place Rubber at Play Equipment
B. Subbase under resilient surfacing.
903-1.2 RELATED REQUIREMENTS
A. Chapter 19 – Earthwork
B. Chapter 25 – Aggregate Subbases
C. Section 904 – Playground Equipment
D. Chapter 64 – Gravity Pipe (Subsurface drains underneath surfacing) E. Chapter 96 –Geosynthetics
903-1.3 REFERENCE STANDARDS
A. ASTM D1557 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3 (2,700 kN m/m3)); 2012.

B. ASTM D2047 - Standard Test Method for Static Coefficient of Friction of Polish- Coated Floor Surfaces as Measured by the James Machine; 2011.

C. ASTM F1292 - Standard Specification for Impact Attenuation of Surface Systems Under and Around Playground Equipment; 2009.

D. ASTM F1487 - Standard Consumer Safety Performance Specification for Playground Equipment for Public Use; 2011.

E. CPSC Pub. No. 325 - Public Playground Safety Handbook; 2010. 903-1.4 DEFINITIONS
A. Use Zone: The area beneath and immediately adjacent to a play structure or equipment (play event) that is designated for unrestricted circulation around equipment, and on whose surface it is predicted that a user would land when falling from or exiting the equipment.

B. Critical Fall Height: The maximum fall height at which the protective surfacing meets the requirements of ASTM F1292.

C. Fall Height: The vertical distance between the finished elevation of the designated play surface and the finished elevation of the protective surfacing beneath it as defined by ASTM F1487.
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D. Protective Surfacing: Resilient ground surfacing. The characteristics of the protective surfacing are based on the fall height of the playground equipment.

Changes in either the surfacing or the fall height, particularly reducing the resilience of the protective surfacing or increasing the fall height, will reduce safety-related performance.

E. Subbase: A layer under the resilient layer of the protective surfacing but over the subgrade; may be rigid, as in concrete or bituminous, or aggregate.

F. Subgrade: The surface of the ground on which the protective surfacing is installed.
903-1.5 SUBMITTALS
A. Product Data: For all manufactured surfacing products, provide manufacturer's product data showing materials of construction, compliance with specified standards, installation procedures, and safety limitations.

1. Include IPEMA certifications where required.

B. Product Data: For natural surfacing materials, provide supplier's certification or mill certificate showing compliance with specified requirements.

C. Samples: For each product for which color must be selected provide color chart showing full range of colors.

1. Rubber, colored wearing course: actual material samples of manufacturer's full color range.

2. Provide physical samples of surfacing with percentages of selected multiple colors included as approved by the City.

903-1.6 QUALITY ASSURANCE
A. Maintain one copy of the latest edition of ASTM F1487 and CPSC Pub. No. 325 at project site.

B. Installer Qualifications: Company certified by manufacturer for training and experience installing the protective surfacing; provide installer's company name and address, and training and experience certificate.

C. IPEMA Certification – Provide City with copy of current certificates of International Play Equipment Manufacturers Association (IPEMA) installers

903-1.7 PRE-INSTALLATION MEETING
A. Convene a meeting one week before starting earthwork for playground to discuss coordination between various installers.

1. Require attendance by personnel responsible for grading and installers of playground equipment, protective surfacing, footings, and adjacent work.

2. Include representatives of Contractor.

3. Notify Engineer at least 2 weeks prior to meeting.

903-1.8 DELIVERY, STORAGE, AND HANDLING
A. Deliver, handle, and store protective surfacing to project site in accordance with manufacturer's recommendations.
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B. Store materials in a dry, covered area, elevated above grade. 903-1.9 WARRANTY
A. Provide minimum 5-year manufacturer’s warranty for playground surfacing.

903-2.1 DESIGN CRITERIA
A. Because the safety of the playground depends on strict conformance to the design criteria, this information is provided for Contractor's information.

1. The protective surfacing constitutes a resilient layer installed over a non- resilient layer, which is installed over the subgrade, with the top of playground equipment footings and anchorage devices covered by full depth of the resilient portion of the protective surfacing.

2. The top elevation of the protective surfacing is intended to be flush with adjacent grades.

3. Use Zone: The protective surfacing has been designed to provide acceptable impact attenuation as defined in ASTM F1292. As critical fall heights can change by the manufacturer, the contractor shall provide confirmation of applicable fall heights as part of the product submittal for approval.

903-2.2 MATERIALS
A. Manufacturer

1. Submit from the following pre-approved list
a. Spectraturf
b. Play and Park
c. Totturf
d. Approved Equal
B. Poured-In-Place Membrane Surfacing: Weather-resistant wear layer over impact attenuating substrate over aggregate subbase.

1. Wear Layer: Supreme System by Surfacemax or approved equal

2. Wear Layer Thickness: 1/2 inch, minimum.

3. Coefficient of Friction, when wet: 0.8, minimum, when tested in accordance with ASTM D2047.

4. Wear Layer Color(s): As listed below:
a. Color #1: (Surfacemax Supreme System or approved equal) Blend of two (2) Premium colors. Blend mix to be determined.
b. Color #2: (TTA – Tot Turf Advantage for high use areas ): Blend of two (2) Premium colors. Blend mix to be determined.

5. Impact Attenuating Substrate: 100 percent recycled shredded styrene butadiene rubber (SBR) shreds or granules with 100 percent solids polyurethane binder to form a resilient material; do not use foam rubber.

6. Resilient Depth: As required to achieve specified Critical Fall Height as defined in ASTM F1292 but not more than depth indicated; maintain top elevation flush with adjacent grades.
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7. Certification: Provide IPEMA certification of ASTM F1292 Critical Fall Height at thickness specified.

8. Product – Refer to plan sheet LC001
C. Geotextile Fabric: Nonwoven polypropylene sheet. Mirafi 140N geotextile fabric or approved equal.

903-3 EXAMINATION
A. Playground equipment installer will perform playground layout prior to installation of footings; verify correctness of layout before starting this work.

B. Verify that playground equipment and site furnishings and irrigation system located within playground area are complete.

C. Verify location of underground utilities and facilities in the playground area.

Damage to underground utilities and facilities will be repaired at Contractor's expense.

D. Verify that subgrades are at proper elevations and that smooth grading is complete.

E. Verify that proper depth of surfacing is marked on base supports of playground equipment.

903-4 PREPARATION
A. Correct subgrade irregularities to ensure that required depth of protective surfacing can be installed, and subgrade elevation is in accordance with manufacturer's requirements.

B. Inside Use Zones remove all obstructions that would extend into the resilient protective surfacing.

C. Remove rocks, debris, and other similar items.

D. Install containment curbs with top surface flush with intended elevation of top surface of protective surfacing.

903-5 SUBBASE
A. Install aggregate subbase as indicated on drawings and per these special provisions. Compact aggregate to maximum 95 percent, in accordance with ASTM D1557.

B. Install with top surface of subbase no higher than grades and levels indicated and not more than 1/4 inch lower than grades and levels indicated.

C. Install in true, even plane, sloped to provide positive drainage.

D. Flatness Tolerance: 1/4 inch in 10 feet, maximum.
903-6 RESILIENT SURFACING LAYER
A. Install in accordance with CPSC Pub. No. 325, ASTM F1487, manufacturer's instructions, and requirements of authorities having jurisdiction (AHJ).

B. Install proper thickness throughout Use Zone(s).
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C. Clean and dry surface of subbase.

D. Cover aggregate subbase with geotextile fabric:

1. Verify that aggregate is free of ruts or protruding objects.

2. Lap minimum 4 inches width at seams. Adhere seams in accordance with manufacturer's recommendations.

3. Install fabric smooth, and free of tensile stresses, folds, or wrinkles.

4. Protect fabric from clogging, tears, or other damage during surfacing installation.

5. Repair or replace damaged fabric in accordance with manufacturer's recommendations.

E. Poured In Place Surfacing:

1. Mix components mechanically on-site in accordance with manufacturer's directions; do not mix by hand.

2. Install seamlessly; ensure complete bond to subbase.

3. Cover footings and foundations and adhere tightly around penetrating elements.

4. Maintain full thickness of resilient layers within Use Zone; cover or abut containment curbs as indicated on drawings; completely cover tapered transition edges.

5. Hand trowel exposed surface to smooth, even finish.

6. Impact Attenuation Layer: Install entire layer in one continuous pour on the same day unless written City authorization is provided in advance of installation.

7. Wear Surface: Bond wear surface to substrate with adhesive. Apply adhesive in small quantities so that wear surface can be applied before adhesive dries.
a. Install surfacing seamlessly. When wear surface is composed of different color patterns, pour surface continuously and seamlessly. b. When seams are required due to color change or field conditions, place adjacent wear surface as soon as possible, before initial pour has cured. Coat edge of initial pour with adhesive and apply wear surface mixture immediately.
c. Add a minimum of 1/16 inch depth to specified surfacing depth to ensure required impact attenuation performance is met.
d. Install wear surface to cover foundations and adhere tightly around elements penetrating the surface.

903-7 FIELD QUALITY CONTROL
A. Engineer will inspect playground surfacing after installation to verify that surfacing is of proper type and depth and that playground meets specified design safety and accessibility requirements.

B. Repair or replace rejected work until compliance is achieved.

C. Provide security fencing around freshly installed surfacing for the duration of the curing process.

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903-8 CLEANING AND PROTECTION
A. Restore adjacent existing areas that have been damaged from the construction.

B. Clean playground equipment of construction materials, dirt, stains, filings, and blemishes due to shipment or installation. Clean in accordance with manufacturer's instructions, using cleaning agents as recommended by manufacturer.

C. Clean playground area of excess construction materials, debris, and waste.

D. Remove excess and waste material and dispose of off-site in accordance with requirements of authorities having jurisdiction.

E. Provide temporary fencing to secure playground from public from installation until substantial completion is determined. Protect installed products until Date of Substantial Completion.

F. Replace damaged products before Date of Substantial Completion.

903-9 MEASUREMENT AND PAYMENT
The Contract Unit Price per square foot for “Playground Rubber Surfacing” installed in place shall be considered full compensation for furnishing and installing the sub-base, earthwork, haul -off, surfacing materials, and furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in “Playground Rubber Surfacing”, complete in place, as shown on the Plans, and as specified in the State Standard Specifications and these Special Provisions, and as directed by the Engineer.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

SECTION 904 – PLAYGROUND EQUIPMENT INSTALLATION

904-1.1 SECTION INCLUDES
A. Inventory City Owned Playground Equipment at City storage yard (580 North La Patera Lane Goleta, CA 93117 within the City of Goleta) a minimum of six (6) weeks prior to the notice to proceed date. Immediately notify Engineer of any missing playground equipment components. Verify location prior to construction.

B. Confirmation of all manufacturer components required are provided C. Transport Play Equipment to Construction Site
C. Playground layout (staking)
D. Installation of Playground equipment

904-1.2 RELATED REQUIREMENTS
A. Section 19 – Earthwork
B. Section 90 – Concrete
C. Section 903 – Playground Surfacing

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904-1.3 DEFINITIONS
A. Play Event: A piece of playground equipment that supports one or more play activities.

B. Use Zone: Area under and around a play event within which the ground surfacing must meet fall impact attenuation requirements of ASTM F1292 when tested at the fall height specified for the play event.

C. Fall Height: Vertical distance between the finished elevation of the designated play surface and the finished elevation of the protective surfacing beneath it, as defined in ASTM F1487.

D. Protective Surfacing: Resilient ground surfacing. The characteristics of the protective surfacing are based on the fall height of the playground equipment.

Changes in either the surfacing or the fall height, particularly reducing the resilience of the protective surfacing or increasing the fall height, will reduce safety-related performance.

E. Subgrade: Surface of the ground on which the protective surfacing is installed; the subbase for the protective surfacing is installed over the subgrade.

904-1.4 REFERENCE STANDARDS
A. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products; 2015.

B. ASTM F1292 - Standard Specification for Impact Attenuation of Surface Systems Under and Around Playground Equipment; 2009.

C. ASTM F1487 - Standard Consumer Safety Performance Specification for Playground Equipment for Public Use; 2011.

D. CPSC Pub. No. 325 - Public Playground Safety Handbook; 2010.

904-1.5 ADMINISTRATIVE REQUIREMENTS
A. Preinstallation Meetings: Convene a meeting one week before starting earthwork for playground to discuss coordination between various installers.

1. Require attendance by personnel responsible for grading and installers of playground equipment, protective surfacing, footings, and adjacent work.

2. Include representatives of Contractor.

3. Notify Engineer at least 2 weeks prior to meeting.

904-1.6 SUBMITTALS
A. Installers Qualifications: Include Playground Manufacturer’s certification for Contractor as a Factory Certified Installer.

904-1.7 QUALITY ASSURANCE
A. Maintain one copy of the latest edition of ASTM F1487 and CPSC Pub. No. 325 at project site.
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B. Installer Qualifications: Company that specializes in installation of playgrounds.

Provide list of at least five (5) playgrounds that installer has completed in the last five (5) years, including project addresses and City reference information.

Listed projects should be for public agency(s), with components that are similar in scale and type.

1. Shall be a qualified certified playground installer and hold a current certification from the playground manufacturer, Park & Play Structures, at the time of bid.

904-1.8 DELIVERY, STORAGE, AND HANDLING
A. Deliver, handle, and store equipment to project site without damaging components
B. Store materials in a dry, covered area, elevated above grade.

904-2 EQUIPMENT

904-2.1 MANUFACTURERS
A. Refer to plan sheet LC001

904-2.2 PLAYGROUND EQUIPMENT - GENERAL
A. Design Assumptions: Because the safety of the playground depends on strict conformance to the design criteria, this information is provided for Contractor's information.

1. If deviations from specified dimensions, especially fall heights, is required, obtain approval prior to proceeding; follow approval request procedure as specified for substitutions.

B. Install all footings and equipment per the manufacturer’s installation instructions found in Appendix M

1. Playground protective surfacing constitutes a resilient layer installed over a subbase (non-resilient) that is installed over subgrade; top of footings and anchorage devices is to be covered by full depth of resilient portion of protective surfacing.

2. Protective Surfacing Depth: As indicated on drawings.

C. Label each equipment item with permanent labels stating age group that equipment was designed for, manufacturer identification, and warning labels in accordance with ASTM F1487.

904-2.3 SIGNAGE
A. Provide signage indicating “Warning – Entering this area can expose you to chemicals known to the State of California to cause cancer, birth defects or other reproductive harm. For more information go to
www.P65warnings.ca.gov”
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B. Install all manufacturer’s recommended labels and signage in accordance with ASTM F1487.

904-2.3 PLAYGROUND EQUIPMENT
A. Conform to ASTM F1487 and CPSC Pub. No. 325; provide equipment conforming to specific requirements for relevant age group(s).

1. Provide components having factory-drilled holes; do not use components with extra holes that will not be filled by hardware or covered by other components.

B. Certification: For each component. provide International Play Equipment Manufacturers Association (IPEMA) certification that product complies with ASTM F1487.

904-3 VERIFICATION OF CONDITIONS
A. Verify that playground equipment footings have been installed in proper locations and at proper elevations.

B. Verify location of underground utilities and facilities in playground area; damage to underground utilities and facilities will be repaired at Contractor's expense.

904-4 PREPARATION
A. Stake location of playground elements, including Use Zone perimeters, perimeter of protective surfacing, access and egress points, hard surfaces, walls, fences, and structures, and planting locations.

B. Stake layout of entire Use Zone perimeter before starting any work and before subbase under resilient surfacing is laid.

1. Verify that Use Zone perimeters do not overlap hard surfaces, whether currently installed or not.

2. Verify that Use Zones are free of obstructions that would extend into resilient portion of protective surfacing.

3. If conflicts or obstructions exist, notify Landscape Architect.

4. Do not proceed until revised drawings have been provided, showing corrected layout, and obstructions have been removed.
904-5 INSTALLATION
A. Coordinate work with preparation for and installation of protective surfacing specified in Section 903 PLAYGROUND SURFACING; install resilient portion of protective surfacing after playground equipment installation.

B. Install in accordance with CPSC Pub. No. 325, ASTM F1487, manufacturer's instructions, and City.

C. Anchor equipment securely below bottom elevation of resilient surfacing layer at depths shown on approved drawings.

D. Install without sharp points, edges or protrusions, entanglement hazards, pinch, crush, or shear points.

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F. Install required signage if not factory-installed.

904-6 FIELD QUALITY CONTROL
A. A third part representative hired by the City will inspect playground equipment after installation to verify that playground meets specified design safety and accessibility requirements.

B. Repair or replace rejected work until compliance is achieved at no additional cost to the City.

904-7 CLEANING
A. Restore adjacent existing areas that have been damaged from the construction.

B. Clean playground equipment of construction materials, dirt, stains, filings, and blemishes due to shipment or installation; clean in accordance with manufacturer's instructions, using cleaning agents as recommended by manufacturer.

C. Clean playground area of excess construction materials, debris, and waste.

D. Remove excess and waste material and dispose of off-site in accordance with requirements of authorities having jurisdiction.

E. Extra parts shall be returned to the City at the City storage yard.

904-8 PROTECTION
A. Protect installed products until Date of Substantial Completion.

B. Replace damaged products before Date of Substantial Completion.

904-9 CERTIFICATION
A. The Contractor shall notify the City when the equipment is completely installed in order to provide a third-party certified playground inspector to review the Contractor’s installation of the play equipment. Deficiencies in installation that are identified in this inspection shall be addressed by the contractor at no additional cost to the City. Final payment will be withheld until certification is granted.

904-10 MEASUREMENT AND PAYMENT
The Contract Lump Sum Unit Price for “Playground Equipment Installation” installed in place shall be considered full compensation for inventorying parts a minimum of six (6) weeks prior to the Notice to Proceed date , transporting from City yard and installing the sub-base, earthwork, haul-off, design of concrete foundations and anchorage, furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in “Playground Equipment Installation”, complete in place, as shown on the Plans, and as specified in the State Standard Specifications and these Special Provisions, and as directed by the Engineer.

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SECTION 906 - SITE FURNISHINGS

906-1 SECTION INCLUDES
i. Purchase and Installation of Picnic Table – Accessible (ADA) ii. Purchase and Installation of Trash Receptacle

906-1.2 RELATED REQUIREMENTS
A. Not used.

906-1.3 SUBMITTALS
A. See Submittals Administrative Requirements for submittal procedures.

B. Product Data: Provide manufacturer's specifications and descriptive literature, installation instructions, and maintenance information.

906-1.4 WARRANTY
A. Provide manufacturer's warranty against defects in materials or workmanship.

906-1.5 SUBSTITUTIONS
A. Substitutions: See requirements in Contract Documents.

906-2.1 Products
A. Refer to Sheet LC001 for a list of site furnishings

906-3.1 EXAMINATION
A. Verify that mounting surfaces, preinstalled anchor bolts, or other mounting devices are properly installed; and ready to receive site furnishing items. When manufacturer has not provided anchor bolts or fasteners, the contractor shall provide galvanized anchor bolts per manufacturer’s recommendations for installation. Embedment into paving shall be 3” minimum.

B. Do not begin installation until unacceptable conditions are corrected.

906-3.2 INSTALLATION
A. Install site furnishings in accordance with approved shop drawings, and manufacturer's installation instructions.
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B. Provide level mounting surfaces for site furnishing items.

906-4 MEASUREMENT & PAYMENT
A. Payment for each picnic table will be made at the Contract Unit Price for each unit installed under the Bid item “Site Furniture – Picnic Table”.

B. Payment for each trash receptacle will be made at the Contract Unit Price for each unit installed under the Bid item “Site Furniture – Trash Receptacle”.

C. The contract price paid per the unit price for site furnishings shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals and for doing all work involved to install site furnishings, complete in place. 449

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APPENDIX A

CITY OF GOLETA

APPENDIX A
CONTRACTOR’S DAILY REPORT

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APPENDIX B

CITY OF GOLETA

APPENDIX B

NOTICE REGARDING ASSEMBLY BILL
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NOTICE REGARDING ASSEMBLY BILL 626

Assembly Bill 626 (AB 626), signed into law September 29, 2016, established a new claim resolution process for public works project contracts entered into on or after January 1, 2017. AB 626 is codified in Section 9204 of the California Public Contract Code. Section 9204 remains in effect until January 1, 2020, and as of that date will be repealed unless another statute extends or deletes this sunset date.

Public Contract Code Section 9204 applies to any “claim,” as defined in Section 9204, which is presented by the Contractor to the City. Section 9204 defines a “claim” as a separate demand by the Contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following: (1) a time extension, including, without limitation, for relief from damages or penalties for delay assessed by the City;

(2) payment by the City of money or damages arising from work done by, or on behalf of, the Contractor pursuant to the Contract and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled; or (3) payment of an amount that is disputed by the City.

If Contractor presents a claim to the City in accordance with the provisions of Public Contract Code Section 9204 (hereafter referred to as a “Claim”), the process specified in Section 9204 will be followed, and the provisions of Section 4- 8 (Disputed Claims) and Section 4- 9 (Review by Claim Review Committee and Issuance of Decision by Department Director) of the City’s Standard Specifications for Public Construction will not apply to the Claim. Contractor’s Claim shall comply with the provisi ons of Section 4- 7 (Notice of Claims for Additional Compensation or Damages) of the City’s Standard Specifications or Contractor shall give a separate written notice of potential claim that complies with the requirements specified in Section 4-7, except in any case where compliance with the requirements specified in Section 4-7 would conflict with Public Contract Code Section 9204.

Subsection (e) of Public Contract Code Section 9204 requires that the text of Section 9204 or a summary be set forth in the plans or specifications for any public works project that may give rise to a claim under Section 9204.

The full text of Public Contract Code Section 9204 is as follows:
9204.
(a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner.
(b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project.
(c) For purposes of this section:
(1) “Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the public entity. 455
(2) “Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with apublic entity for a public works project.
(3) (A) “Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a c harter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency.
(B) “Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that department. (ii) The Department of Transportation as to any project under the jurisdiction of that department. (iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department. (iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code. (v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority.
(4) “Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) “Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor.
(d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision.
(B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45- day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 daysafter the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply.
(2) (A) If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute. (B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 da ys after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the 456
disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim.

Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. (C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parti es in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section.
(D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. (E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute. (3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant.
(4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so.
(e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section.
(f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that
(1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the 457
timeframes and procedures set forth in this section.
(g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.
(i) This section shall remain in effect only until January 1, 2020, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes or extends that date.

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APPENDIX C

CITY OF GOLETA

APPENDIX C

PREVAILING WAGE RATES

FOR

MATHILDA PARK IMPROVEMENTS PROJECT

Download State Prevailing Wage Rates from State website

https://www.dir.ca.gov/OPRL/DPreWageDetermination.htm
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CITY PROJECT NO. 9113

APPENDIX D

CITY OF GOLETA

APPENDIX D

DAVIS-BACON WAGE RATES

FOR

MATHILDA PARK IMPROVEMENTS PROJECT

461

MATHILDA PARK IMPROVEMENTS PROJECT
CITY PROJECT NO. 9113

APPENDIX D

Back of Cover Sheet

462
Previous editions obsolete Form HUD-4010, (10/2023) ref. Handbook 1344.1
1 HUD-4010 U.S. Department of Housing and Urban Development Federal Labor Standards Provisions Office of Davis-Bacon and Labor Standards

A. APPLICABILITY
The Project or Program to which the construction work covered by this Contract pertains is being assisted by the United States of America, and the following Federal Labor Standards Provisions are included in this Contract pursuant to the provisions applicable to such Federal assistance.

1. Minimum wages and fringe benefits
i. All laborers and mechanics employed or working upon the site of the work (or otherwise working in construction or development of the project under a development statute), will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of basic hourly wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. As provided in 29 CFR

5.5(d) and (e), the appropriate wage determinations are effective by operation of law even if they have not been attached to the contract. Contributions made or costs reasonably anticipated for bona fide fringe benefits under the Davis-Bacon Act (40 U.S.C. 3141(2)(B)) on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph (a)(1)(v) of these contract clauses; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics must be paid the appropriate wage rate and fringe benefits on the wage determination for the classification(s) of work actually performed, without regard to skill, except as provided in 29 CFR 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, That the employer’s payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classifications and wage rates conformed under 29 CFR 5.5(a)(1)(iii)) and the Davis-Bacon poster (WH-1321) must be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. ii. Frequently recurring classifications
A. In addition to wage and fringe benefit rates that have been determined to be prevailing under the procedures set forth in 29 CFR part 1, a wage determination may contain, pursuant to § 1.3(f), wage and fringe benefit rates for classifications of laborers and mechanics for which conformance requests are regularly submitted pursuant to 29 CFR 5.5(a)(1)(iii), provided that:

1. The work performed by the classification is not performed by a classification in the wage determination for which a prevailing wage rate has been determined;

2. The classification is used in the area by the construction industry; and

3. The wage rate for the classification bears a reasonable relationship to the prevailing wage rates contained in the wage determination.

B. The Administrator will establish wage rates for such classifications in accordance with 29 CFR

5.5(a)(1)(iii)(A)(3). Work performed in such a classification must be paid at no less than the wage and fringe benefit rate listed on the wage determination for such classification. iii. Conformance
A. The contracting officer must require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract be 463
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2 classified in conformance with the wage determination. Conformance of an additional classification and wage rate and fringe benefits is appropriate only when the following criteria have been met:

1. The work to be performed by the classification requested is not performed by a classification in the wage determination; and

2. The classification is used in the area by the construction industry; and

3. The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination.

B. The conformance process may not be used to split, subdivide, or otherwise avoid application of classifications listed in the wage determination.

C. If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken will be sent by the contracting officer by email to [email protected] . The
Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30–day period that additional time is necessary.

D. In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer will, by email to [email protected], refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30–day period that additional time is necessary.

E. The contracting officer must promptly notify the contractor of the action taken by the Wage and Hour Division under 29 CFR 5.5 (a)(1)(iii)(C) and (D). The contractor must furnish a written copy of such determination to each affected worker or it must be posted as a part of the wage determination. The wage rate (including fringe benefits where appropriate) determined pursuant to 29 CFR 5.5 (a)(1)(iii)(C) or (D) must be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification.
iv. Fringe benefits not expressed as an hourly rate
Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor may either pay the benefit as stated in the wage determination or may pay another bona fide fringe benefit or an hourly cash equivalent thereof.
v. Unfunded plans
If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, in accordance with the criteria set forth in 29 CFR 5.28, that the applicable standards of the Davis-Bacon Act have been met.

The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program.
vi. Interest In the event of a failure to pay all or part of the wages required by the contract, the contractor will be required to pay interest on any underpayment of wages.

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3 2. Withholding
i. Withholding requirements
The U. S. Department of Housing and Urban Development may, upon its own action, or must, upon written request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor so much of the accrued payments or advances as may be considered necessary to satisfy the liabilities of the prime contractor or any subcontractor for the full amount of wages and monetary relief, including interest, required by the clauses set forth in 29 CFR 5.5(a) for violations of this contract, or to satisfy any such liabilities required by any other Federal contract, or federally assisted contract subject to Davis-Bacon labor standards, that is held by the same prime contractor (as defined in 29 CFR 5.2). The necessary funds may be withheld from the contractor under this contract, any other Federal contract with the same prime contractor, or any other federally assisted contract that is subject to Davis-Bacon labor standards requirements and is held by the same prime contractor, regardless of whether the other contract was awarded or assisted by the same agency, and such funds may be used to satisfy the contractor liability for which the funds were withheld. In the event of a contractor’s failure to pay any laborer or mechanic, including any apprentice or helper working on the site of the work (or otherwise working in construction or development of the project under a development statute) all or part of the wages required by the contract, or upon the contractor’s failure to submit the required records as discussed in 29 CFR 5.5(a)(3)(iv), HUD may on its own initiative and after written notice to the contractor, sponsor, applicant, owner, or other entity, as the case may be, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased.
ii. Priority to withheld funds
The Department has priority to funds withheld or to be withheld in accordance with 29 CFR

5.5(a)(2)(i) or (b)(3)(i), or both, over claims to those funds by:

A. A contractor’s surety(ies), including without limitation performance bond sureties and payment bond sureties;
B. A contracting agency for its reprocurement costs;
C. A trustee(s) (either a court-appointed trustee or a U.S. trustee, or both) in bankruptcy of a contractor, or a contractor’s bankruptcy estate;
D. A contractor’s assignee(s);
E. A contractor’s successor(s); or
F. A claim asserted under the Prompt Payment Act, 31 U.S.C. 3901-3907.

3. Records and certified payrolls
i. Basic record requirements
A. Length of record retention. All regular payrolls and other basic records must be maintained by the contractor and any subcontractor during the course of the work and preserved for all laborers and mechanics working at the site of the work (or otherwise working in construction or development of the project under a development statute) for a period of at least 3 years after all the work on the prime contract is completed.

B. Information required Such records must contain the name; Social Security number; last known address, telephone number, and email address of each such worker; each worker’s correct classification(s) of work actually performed; hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in 40 U.S.C. 3141(2)(B) of the Davis-Bacon Act); daily and weekly number of hours actually worked in total and on each covered contract; deductions made; and actual wages paid.

C. Additional records relating to fringe benefits. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(v) that the wages of any laborer or mechanic include the amount of any 465
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4 costs reasonably anticipated in providing benefits under a plan or program described in 40 U.S.C. 3141(2)(B) of the Davis-Bacon Act, the contractor must maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits.

D. Additional records relating to apprenticeship Contractors with apprentices working under approved programs must maintain written evidence of the registration of apprenticeship programs, the registration of the apprentices, and the ratios and wage rates prescribed in the applicable programs.
ii. Certified payroll requirements
A. Frequency and method of submission The contractor or subcontractor must submit weekly, for each week in which any DBA- or Related Acts-covered work is performed, certified payrolls to HUD if the agency is a party to the contract, but if the agency is not such a party, the contractor will submit the certified payrolls to the applicant, sponsor, owner, or other entity, as the case may be, that maintains such records, for transmission to HUD. The prime contractor is responsible for the submission of all certified payrolls by all subcontractors. A contracting agency or prime contractor may permit or require contractors to submit certified payrolls through an electronic system, as long as the electronic system requires a legally valid electronic signature; the system allows the contractor, the contracting agency, and the Department of Labor to access the certified payrolls upon request for at least 3 years after the work on the prime contract has been completed; and the contracting agency or prime contractor permits other methods of submission in situations where the contractor is unable or limited in its ability to use or access the electronic system B. Information required The certified payrolls submitted must set out accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3)(i)(B), except that full Social Security numbers and last known addresses, telephone numbers, and email addresses must not be included on weekly transmittals. Instead, the certified payrolls need only include an individually identifying number for each worker (e.g., the last four digits of the worker’s Social Security number). The required weekly certified payroll information may be submitted using Optional Form WH-347 or in any other format desired. Optional Form WH-347 is available for this purpose from the Wage and Hour Division Web site at https://www.dol.gov/
sites/dolgov/files/WHD/legacy/files/wh347.pdf or its successor website. It is not a violation of this section for a prime contractor to require a subcontractor to provide full Social Security numbers and last known addresses, telephone numbers, and email addresses to the prime contractor for its own records, without weekly submission by the subcontractor to the sponsoring government agency (or the applicant, sponsor, owner, or other entity, as the case may be, that maintains such records).

C. Statement of Compliance Each certified payroll submitted must be accompanied by a “Statement of Compliance,” signed by the contractor or subcontractor, or the contractor’s or subcontractor’s agent who pays or supervises the payment of the persons working on the contract, and must certify the following:

1. That the certified payroll for the payroll period contains the information required to be provided under 29 CFR 5.5(a)(3)(ii), the appropriate information and basic records are being maintained under 29 CFR 5.5 (a)(3)(i), and such information and records are correct and complete;

2. That each laborer or mechanic (including each helper and apprentice) working on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly 466
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5 from the full wages earned, other than permissible deductions as set forth in 29 CFR part 3; and

3. That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification(s) of work actually performed, as specified in the applicable wage determination incorporated into the contract.

D. Use of Optional Form WH-347 The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 will satisfy the requirement for submission of the “Statement of Compliance” required by 29 CFR 5.5(a)(3)(ii)(C).

E. Signature The signature by the contractor, subcontractor, or the contractor’s or subcontractor’s agent must be an original handwritten signature or a legally valid electronic signature.

F. Falsification The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under 18 U.S.C. 1001 and 31 U.S.C. 3729.

G. Length of certified payroll retention The contractor or subcontractor must preserve all certified payrolls during the course of the work and for a period of 3 years after all the work on the prime contract is completed.
iii. Contracts, subcontracts, and related documents The contractor or subcontractor must maintain this contract or subcontract and related documents including, without limitation, bids, proposals, amendments, modifications, and extensions. The contractor or subcontractor must preserve these contracts, subcontracts, and related documents during the course of the work and for a period of 3 years after all the work on the prime contract is completed. iv Required disclosures and access
A. Required record disclosures and access to workers The contractor or subcontractor must make the records required under 29 CFR 5.5(a)(3)(i)–(iii), and any other documents that HUD or the Department of Labor deems necessary to determine compliance with the labor standards provisions of any of the applicable statutes referenced by 29 CFR 5.1, available for inspection, copying, or transcription by authorized representatives of HUD or the Department of Labor, and must permit such representatives to interview workers during working hours on the job.

B. Sanctions for non-compliance with records and worker access requirements If the contractor or subcontractor fails to submit the required records or to make them available, or refuses to permit worker interviews during working hours on the job, the Federal agency may, after written notice to the contractor, sponsor, applicant, owner, or other entity, as the case may be, that maintains such records or that employs such workers, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available, or to permit worker interviews during working hours on the job, may be grounds for debarment action pursuant to 29 CFR 5.12. In addition, any contractor or other person that fails to submit the required records or make those records available to WHD within the time WHD requests that the records be produced will be precluded from introducing as evidence in an administrative proceeding under 29 CFR part 6 any of the required records that were not provided or made available to WHD. WHD will take into consideration a reasonable request from the contractor or person for an extension of the time for submission of records. WHD will determine the reasonableness of the request and may consider, among other things, the location of the records and the volume of production.

C. Required information disclosures Contractors and subcontractors must maintain the full Social Security number and last known address, telephone number, and email address of each covered worker, and must provide them upon request to HUD if the agency is a party to 467
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6 the contract, or to the Wage and Hour Division of the Department of Labor. If the Federal agency is not such a party to the contract, the contractor, subcontractor, or both, must, upon request, provide the full Social Security number and last known address, telephone number, and email address of each covered worker to the applicant, sponsor, owner, or other entity, as the case may be, that maintains such records, for transmission to HUD, the contractor, or the Wage and Hour Division of the Department of Labor for purposes of an investigation or other compliance action.

4. Apprentices and equal employment opportunity
i. Apprentices
A. Rate of pay Apprentices will be permitted to work at less than the predetermined rate for the work they perform when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship (OA), or with a State Apprenticeship Agency recognized by the OA. A person who is not individually registered in the program, but who has been certified by the OA or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice, will be permitted to work at less than the predetermined rate for the work they perform in the first 90 days of probationary employment as an apprentice in such a program. In the event the OA or a State Apprenticeship Agency recognized by the OA withdraws approval of an apprenticeship program, the contractor will no longer be permitted to use apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved.

B. Fringe benefits Apprentices must be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringe benefits must be paid in accordance with that determination.

C. Apprenticeship ratio The allowable ratio of apprentices to journeyworkers on the job site in any craft classification must not be greater than the ratio permitted to the contractor as to the entire work force under the registered program or the ratio applicable to the locality of the project pursuant to 29 CFR 5.5(a)(4)(i)(D). Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated in 29 CFR

5.5(a)(4)(i)(A), must be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under this section must be paid not less than the applicable wage rate on the wage determination for the work actually performed.

D. Reciprocity of ratios and wage rates Where a contractor is performing construction on a project in a locality other than the locality in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyworker’s hourly rate) applicable within the locality in which the construction is being performed must be observed. If there is no applicable ratio or wage rate for the locality of the project, the ratio and wage rate specified in the contractor’s registered program must be observed. ii Equal employment opportunity The use of apprentices and journeyworkers under this part must be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR part 30.
5 Compliance with Copeland Act requirements. The contractor shall comply with the requirements of 29 CFR part 3, which are incorporated by reference in this contract. 468
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7 6 Subcontracts. The contractor or subcontractor must insert in any subcontracts the clauses contained in 29 CFR 5.5(a)(1) through (11), along with the applicable wage determination(s) and such other clauses or contract modifications as the U.S. Department of Housing and Urban Development may by appropriate instructions require, and a clause requiring the subcontractors to include these clauses and wage determination(s) in any lower tier subcontracts. The prime contractor is responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in this section. In the event of any violations of these clauses, the prime contractor and any subcontractor(s) responsible will be liable for any unpaid wages and monetary relief, including interest from the date of the underpayment or loss, due to any workers of lower-tier subcontractors, and may be subject to debarment, as appropriate.
7 Contract termination: debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12.
8 Compliance with Davis-Bacon and Related Act requirements. All rulings and interpretations of the Davis-Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by reference in this contract.
9 Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives.

10. Certification of eligibility.
i. By entering into this contract, the contractor certifies that neither it nor any person or firm who has an interest in the contractor’s firm is a person or firm ineligible to be awarded Government contracts by virtue of 40 U.S.C. 3144(b) or 29 CFR 5.12(a). ii. No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of 40 U.S.C. 3144(b) or 29 CFR 5.12(a). iii. The penalty for making false statements is prescribed in the U.S. Code, Title 18 Crimes and Criminal Procedure, 18 U.S.C. 1001.
11 Anti-retaliation It is unlawful for any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, or to cause any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, any worker or job applicant for:
i. Notifying any contractor of any conduct which the worker reasonably believes constitutes a violation of the DBA, Related Acts, or 29 CFR parts 1, 3, or 5; ii. Filing any complaint, initiating or causing to be initiated any proceeding, or otherwise asserting or seeking to assert on behalf of themselves or others any right or protection under the DBA, Related Acts, or 29 CFR parts 1, 3, or 5;
iii. Cooperating in any investigation or other compliance action, or testifying in any proceeding under the DBA, Related Acts, or 29 CFR parts 1, 3, or 5; or
iv. Informing any other person about their rights under the DBA, Related Acts, or 29 CFR parts 1, 3, or 5.

B. Contract Work Hours and Safety Standards Act (CWHSSA) The Agency Head must cause or require the contracting officer to insert the following clauses set forth in 29 CFR 5.5(b)(1), (2), (3), (4), and (5) in full, or (for contracts covered by the Federal Acquisition Regulation) by reference, in any contract in an amount in excess of $100,000 and subject to the overtime provisions of the Contract Work Hours and Safety Standards Act. These clauses must 469
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8 be inserted in addition to the clauses required by 29 CFR 5.5(a) or 4.6. As used in this paragraph, the terms “laborers and mechanics” include watchpersons and guards.

1. Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek.

2. Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in 29 CFR 5.5(b)(1) the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages and interest from the date of the underpayment. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchpersons and guards, employed in violation of the clause set forth in 29 CFR 5.5(b)(1), in the sum of $31 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in 29 CFR 5.5(b)(1).

3. Withholding for unpaid wages and liquidated damages
i. Withholding process The U.S Department of Housing and Urban Development or the recipient of Federal assistance may, upon its own action, or must, upon written request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor so much of the accrued payments or advances as may be considered necessary to satisfy the liabilities of the prime contractor or any subcontractor for any unpaid wages; monetary relief, including interest; and liquidated damages required by the clauses set forth in 29 CFR 5.5(b) on this contract, any other Federal contract with the same prime contractor, or any other federally assisted contract subject to the Contract Work Hours and Safety Standards Act that is held by the same prime contractor (as defined in 29 CFR 5.2). The necessary funds may be withheld from the contractor under this contract, any other Federal contract with the same prime contractor, or any other federally assisted contract that is subject to the Contract Work Hours and Safety Standards Act and is held by the same prime contractor, regardless of whether the other contract was awarded or assisted by the same agency, and such funds may be used to satisfy the contractor liability for which the funds were withheld.
ii Priority to withheld funds The Department has priority to funds withheld or to be withheld in accordance with 29 CFR 5.5(a)(2)(i) or (b)(3)(i), or both, over claims to those funds by:

4. Subcontracts. The contractor or subcontractor must insert in any subcontracts the clauses set forth in 29 CFR 5.5(b)(1) through (5) and a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor is responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in 29 CFR 5.5(b)(1) through (5). In the event of any violations of these clauses, the prime contractor and any subcontractor(s) responsible will be liable for any unpaid wages and monetary relief, including interest from the date of the underpayment or loss, 470
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9 due to any workers of lower-tier subcontractors, and associated liquidated damages and may be subject to debarment, as appropriate.
5 Anti-retaliation It is unlawful for any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, or to cause any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, any worker or job applicant for:
i. Notifying any contractor of any conduct which the worker reasonably believes constitutes a violation of the Contract Work Hours and Safety Standards Act (CWHSSA) or its implementing regulations in 29 CFR part 5;
ii. Filing any complaint, initiating or causing to be initiated any proceeding, or otherwise asserting or seeking to assert on behalf of themselves or others any right or protection under CWHSSA or 29 CFR part 5;
iii. Cooperating in any investigation or other compliance action, or testifying in any proceeding under CWHSSA or 29 CFR part 5; or
iv. Informing any other person about their rights under CWHSSA or 29 CFR part 5.

C. CWHSSA required records clause In addition to the clauses contained in 29 CFR 5.5(b), in any contract subject only to the Contract Work Hours and Safety Standards Act and not to any of the other laws referenced by 29 CFR 5.1, the Agency Head must cause or require the contracting officer to insert a clause requiring that the contractor or subcontractor must maintain regular payrolls and other basic records during the course of the work and must preserve them for a period of 3 years after all the work on the prime contract is completed for all laborers and mechanics, including guards and watchpersons, working on the contract. Such records must contain the name; last known address, telephone number, and email address; and social security number of each such worker; each worker’s correct classification(s) of work actually performed; hourly rates of wages paid; daily and weekly number of hours actually worked; deductions made and actual wages paid. Further, the Agency Head must cause or require the contracting officer to insert in any such contract a clause providing that the records to be maintained under this paragraph must be made available by the contractor or subcontractor for inspection, copying, or transcription by authorized representatives of the (write the name of agency) and the Department of Labor, and the contractor or subcontractor will permit such representatives to interview workers during working hours on the job.

D. Incorporation of contract clauses and wage determinations by reference Although agencies are required to insert the contract clauses set forth in this section, along with appropriate wage determinations, in full into covered contracts, and contractors and subcontractors are required to insert them in any lower-tier subcontracts, the incorporation by reference of the required contract clauses and appropriate wage determinations will be given the same force and effect as if they were inserted in full text.

E. Incorporation by operation of law The contract clauses set forth in this section (or their equivalent under the Federal Acquisition Regulation), along with the correct wage determinations, will be considered to be a part of every prime contract required by the applicable statutes referenced by 29 CFR 5.1 to include such clauses, and will be effective by operation of law, whether or not they are included or incorporated by reference into such contract, unless the Administrator grants a variance, tolerance, or exemption from the application of this paragraph. Where the clauses and applicable wage determinations are effective by operation of law under this paragraph, the prime contractor must be compensated for any resulting increase in wages in accordance with applicable law.

471
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10 F. HEALTH AND SAFETY
The provisions of this paragraph (F) are applicable where the amount of the prime contract exceeds $100,000.

1. No laborer or mechanic shall be required to work in surroundings or under working conditions which are unsanitary, hazardous, or dangerous to his or her health and safety, as determined under construction safety and health standards promulgated by the Secretary of Labor by regulation.

2. The contractor shall comply with all regulations issued by the Secretary of Labor pursuant to 29 CFR Part 1926 and failure to comply may result in imposition of sanctions pursuant to the Contract Work Hours and Safety Standards Act, (Public Law 91-54, 83 Stat 96), 40 U.S.C. § 3701 et seq.

3. The contractor shall include the provisions of this paragraph in every subcontract, so that such provisions will be binding on each subcontractor. The contractor shall take such action with respect to any subcontractor as the Secretary of Housing and Urban Development or the Secretary of Labor shall direct as a means of enforcing such provisions.
472
"General Decision Number: CA20250014 06/06/2025
Superseded General Decision Number: CA20240014
State: California
Construction Types: Building, Heavy (Heavy and Dredging) and Highway
County: Santa Barbara County in California.

BUILDING, DREDGING (does not include hopper dredge work), HEAVY (does not include water well drilling), AND 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.

Additional information on contractor requirements and worker protections under the Executive Orders is available at
http://www.dol.gov/whd/govcontracts.
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Modification Number Publication Date
0 01/03/2025
1 01/10/2025
2 01/24/2025
3 02/07/2025
4 02/21/2025
5 02/28/2025
6 03/28/2025
7 06/06/2025
* ASBE0005-002 09/01/2024
Rates Fringes
Asbestos Workers/Insulator
(Includes the application of
all insulating materials,
protective coverings,
coatings, and finishes to all
types of mechanical systems).....$ 56.32 26.52 Fire Stop Technician
(Application of Firestopping
Materials for wall openings
and penetrations in walls,
floors, ceilings and curtain
walls)...........................$ 39.94 20.65 ---------------------------------------------------------------- ASBE0005-004 07/04/2022
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)....$ 23.52 13.37 ---------------------------------------------------------------- BOIL0092-003 01/01/2024
Rates Fringes
BOILERMAKER......................$ 51.98 42.11 ---------------------------------------------------------------- BRCA0004-003 05/01/2024
Rates Fringes
Bricklayer; Marble Setter........$ 45.53 20.29 ---------------------------------------------------------------- BRCA0018-008 06/01/2024
Rates Fringes
MARBLE FINISHER..................$ 43.38 15.36 TILE FINISHER....................$ 37.96 13.77 ---------------------------------------------------------------- BRCA0018-010 09/01/2024
Rates Fringes
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TERRAZZO FINISHER................$ 42.11 14.67 TERRAZZO WORKER/SETTER...........$ 49.62 15.26 ---------------------------------------------------------------- BRCA0018-011 06/01/2023
Rates Fringes
TILE LAYER.......................$ 48.29 19.18 ---------------------------------------------------------------- CARP0213-001 01/01/2024
Rates Fringes

CARPENTER
(1) Carpenter, Cabinet
Installer, Insulation
Installer, Hardwood Floor
Worker and acoustical
installer...................$ 48.86 22.88
(2) Millwright..............$ 49.36 22.88
(3) Piledrivermen/Derrick
Bargeman, Bridge or Dock
Carpenter, Heavy Framer,
Rock Bargeman or Scowman,
Rockslinger, Shingler
(Commercial)................$ 48.99 22.88
(4) Pneumatic Nailer,
Power Stapler...............$ 51.85 16.28
(5) Sawfiler...............$ 51.69 16.28
(6) Scaffold Builder.......$ 40.77 22.38
(7) Table Power Saw
Operator....................$ 51.70 16.28
FOOTNOTE: Work of forming in the construction of open cut sewers or storm drains, on operations in which horizontal lagging is used in conjunction with steel H-Beams driven or placed in pre- drilled holes, for that portion of a lagged trench against which concrete is poured, namely, as a
substitute for back forms (which work is performed by
piledrivers): $0.13 per hour additional.
---------------------------------------------------------------- CARP0213-002 07/01/2021
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Diver
(1) Wet.....................$ 834.40 16.28
(2) Standby.................$ 445.84 16.28
(3) Tender..................$ 437.84 16.28
(4) Assistant Tender........$ 413.84 16.28
Amounts in ""Rates' column are per day
---------------------------------------------------------------- CARP0213-004 01/01/2024
Rates Fringes
Drywall
DRYWALL INSTALLER/LATHER....$ 48.86 22.88
STOCKER/SCRAPPER............$ 20.80 9.97
---------------------------------------------------------------- CARP0721-001 07/01/2021
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Modular Furniture Installer......$ 21.85 7.15 ---------------------------------------------------------------- ELEC0413-001 01/01/2025
Rates Fringes
Electricians:....................$ 52.15 3%+23.23 CABLE SPLICERS: $2.00 additional per hour.

ALL WORK AT VANDENBERG AFB: $3.75 additional per hour.

FOOTNOTE: Work from trusses, swinging scaffolds, open
ladders, scaffolds, bosun's chairs, stacks, or the
maintenance of towers or open platforms where the worker is subject to a direct fall or where the worker has to work from a ladder or other support from a platform within 5 ft. of any direct fall a distance of 50 ft. from the ground floor or supporting structure: double the regular
straight-time rate of pay. Safety nets, if used, will not invalidate this.
---------------------------------------------------------------- ELEC0413-003 12/31/2024

COMMUNICATIONS AND SYSTEMS WORK
Rates Fringes
Communications System
Installer...................$ 48.13 3%+16.05
SCOPE OF WORK:

Installation, testing, service and maintenance of systems utilizing the transmission and/or transference of voice, sound, vision and digital for commercial, educational,
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 systems, radio page, school intercom and sound, burglar alarms, fire alarm (see last paragraph below) and low voltage master clock systems in commercial buildings.

Communication Systems that transmit or receive information and/or control systems that are intrinsic to the above
listed systems; inclusion or exclusion of terminations and testings of conductors determined by their function;
excluding all other data systems or multiple systems which include control function or power supply; excluding
installation of raceway systems, conduit systems, line
voltage work, and energy management systems. Does not
cover work performed at China Lake Naval Ordnance Test
Station. Fire alarm work shall be performed at the current inside wireman total cost package.
---------------------------------------------------------------- ELEC1245-001 01/01/2025
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LINE CONSTRUCTION
(1) Lineman; Cable splicer..$ 70.16 24.71
(2) Equipment specialist
(operates crawler
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tractors, commercial motor
vehicles, backhoes,
trenchers, cranes (50 tons
and below), overhead &
underground distribution
line equipment).............$ 53.30 22.26
(3) Groundman...............$ 40.76 21.76
(4) Powderman...............$ 51.87 18.79
HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day,
Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day
---------------------------------------------------------------- ELEV0018-001 01/01/2025
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ELEVATOR MECHANIC................$ 69.43 38.435+a+b FOOTNOTE:
a. PAID VACATION: Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service. b. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day.
---------------------------------------------------------------- ENGI0012-004 08/01/2024
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OPERATOR: Power Equipment
(DREDGING)
(1) Leverman................$ 64.10 38.75
(2) Dredge dozer............$ 58.13 38.75
(3) Deckmate................$ 58.02 38.75
(4) Winch operator (stern
winch on dredge)............$ 57.47 38.75
(5) Fireman-Oiler,
Deckhand, Bargeman,
Leveehand...................$ 56.93 38.75
(6) Barge Mate..............$ 57.54 38.75
---------------------------------------------------------------- ENGI0012-024 07/01/2023
Rates Fringes
OPERATOR: Power Equipment
(All Other Work)
GROUP 1....................$ 53.90 32.80
GROUP 2....................$ 54.68 32.80
GROUP 3....................$ 54.97 32.80
GROUP 4....................$ 56.46 32.80
GROUP 6....................$ 56.68 32.80
GROUP 8....................$ 56.79 32.80
GROUP 10....................$ 56.91 32.80
GROUP 12....................$ 57.08 32.80
GROUP 13....................$ 57.18 32.80
GROUP 14....................$ 57.21 32.80
GROUP 15....................$ 57.29 32.80
GROUP 16....................$ 57.41 32.80
GROUP 17....................$ 57.58 32.80
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GROUP 18....................$ 57.68 32.80
GROUP 19....................$ 57.79 32.80
GROUP 20....................$ 57.91 32.80
GROUP 21....................$ 58.08 32.80
GROUP 22....................$ 58.18 32.80
GROUP 23....................$ 58.29 32.80
GROUP 24....................$ 58.41 32.80
GROUP 25....................$ 58.58 32.80
OPERATOR: Power Equipment
(Cranes, Piledriving &
Hoisting)
GROUP 1....................$ 55.25 32.80
GROUP 2....................$ 56.03 32.80
GROUP 3....................$ 56.32 32.80
GROUP 4....................$ 56.46 32.80
GROUP 5....................$ 56.68 32.80
GROUP 6....................$ 56.79 32.80
GROUP 7....................$ 56.91 32.80
GROUP 8....................$ 57.08 32.80
GROUP 9....................$ 57.25 32.80
GROUP 10....................$ 58.25 32.80
GROUP 11....................$ 59.25 32.80
GROUP 12....................$ 60.25 32.80
GROUP 13....................$ 61.25 32.80
OPERATOR: Power Equipment
(Tunnel Work)
GROUP 1....................$ 55.75 32.80
GROUP 2....................$ 56.53 32.80
GROUP 3....................$ 56.82 32.80
GROUP 4....................$ 56.96 32.80
GROUP 5....................$ 57.18 32.80
GROUP 6....................$ 57.29 32.80
GROUP 7....................$ 57.41 32.80
PREMIUM PAY:
$10.00 per hour shall be paid on all Power Equipment Operator work on the followng Military Bases: China Lake Naval
Reserve, Vandenberg AFB, Point Arguello, Seely Naval Base, Fort Irwin, Nebo Annex Marine Base, Marine Corp Logistics Base Yermo, Edwards AFB, 29 Palms Marine Base and Camp
Pendleton
Workers required to suit up and work in a hazardous material environment: $2.00 per hour additional. Combination mixer and compressor operator on gunite work shall be classified as a concrete mobile mixer operator.

SEE ZONE DEFINITIONS AFTER CLASSIFICATIONS

POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch Witch, with seat or similar type equipment; Elevator
operator-inside; Engineer Oiler; Forklift operator
(includes loed, lull or similar types under 5 tons;
Generator operator; Generator, pump or compressor plant operator; Pump operator; Signalman; Switchman
GROUP 2: Asphalt-rubber plant operator (nurse tank
operator);Coil Tubing Rig Operator, Concrete mixer
operator-skip type; Conveyor operator; Fireman; Forklift operator (includes loed, lull or similar types over 5 tons; Hydrostatic pump operator; oiler crusher (asphalt or
concrete plant); Petromat laydown machine; PJU side dum jack; Screening and conveyor machine operator (or similar 6/11/25, 12:51 PM SAM.gov
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types); Skiploader (wheel type up to 3/4 yd. without
attachment); Tar pot fireman; Temporary heating plant
operator; Trenching machine oiler
GROUP 3: Asphalt-rubber blend operator; Bobcat or similar type (Skid steer); Equipment greaser (rack); Ford Ferguson (with dragtype attachments); Helicopter radioman (ground); Stationary pipe wrapping and cleaning machine operator
GROUP 4: Asphalt plant fireman; Backhoe operator (mini-max or similar type); Boring machine operator; Boxman or mixerman (asphalt or concrete); Chip spreading machine operator; Concrete cleaning decontamination machine operator;
Concrete Pump Operator (small portable);Direct Push
Operator (Geoprobe or similar types) Drilling machine
operator, small auger types (Texoma super economatic or similar types - Hughes 100 or 200 or similar types -
drilling depth of 30' maximum); Equipment greaser (grease truck); Guard rail post driver operator; Highline cableway signalman; Hydra-hammer-aero stomper; Micro Tunneling
(above ground tunnel); Power concrete curing machine
operator; Power concrete saw operator; Power-driven jumbo form setter operator; Power sweeper operator; Rock Wheel Saw/Trencher; Roller operator (compacting); Screed operator (asphalt or concrete); Trenching machine operator (up to 6 ft.); Vacuum or much truck

GROUP 6: Articulating material hauler; Asphalt plant
engineer; Batch plant operator; Bit sharpener; Concrete joint machine operator (canal and similar type); Concrete planer operator; Dandy digger; Deck engine operator;
Derrickman (oilfield type); Drilling machine operator,
bucket or auger types (Calweld 100 bucket or similar types - Watson 1000 auger or similar types - Texoma 330, 500 or 600 auger or similar types - drilling depth of 45'
maximum); Drilling machine operator; Hydrographic seeder machine operator (straw, pulp or seed), Jackson track
maintainer, or similar type; Kalamazoo Switch tamper, or similar type; Machine tool operator; Maginnis internal full slab vibrator, Mechanical berm, curb or gutter(concrete or asphalt); Mechanical finisher operator (concrete,
Clary-Johnson-Bidwell or similar); Micro tunnel system
(below ground); Pavement breaker operator (truck mounted); Road oil mixing machine operator; Roller operator (asphalt or finish), rubber-tired earth moving equipment (single engine, up to and including 25 yds. struck); Self-propelled tar pipelining machine operator; Skiploader operator
(crawler and wheel type, over 3/4 yd. and up to and
including 1-1/2 yds.); Slip form pump operator (power
driven hydraulic lifting device for concrete forms);
Tractor operator-bulldozer, tamper-scraper (single engine, up to 100 h.p. flywheel and similar types, up to and
including D-5 and similar types); Tugger hoist operator (1 drum); Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator
GROUP 8: Asphalt or concrete spreading operator (tamping or finishing); Asphalt paving machine operator (Barber Greene or similar type); Asphalt-rubber distribution operator; Backhoe operator (up to and including 3/4 yd.), small ford, Case or similar types; Cable Bundling Machine Operator
(excluding handheld); Cable Trenching Machine Operator
(Spider Plow or similar types) Cast-in-place pipe laying machine operator; Combination mixer and compressor operator 6/11/25, 12:51 PM SAM.gov
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(gunite work); Compactor operator (self-propelled);
Concrete mixer operator (paving); Crushing plant operator; Drill Doctor; Drilling machine operator, Bucket or auger types (Calweld 150 bucket or similar types - Watson 1500, 2000 2500 auger or similar types - Texoma 700, 800 auger or similar types - drilling depth of 60' maximum); Elevating grader operator; Grade checker; Gradall operator; Grouting machine operator; Heavy-duty repairman; Heavy equipment robotics operator; Kalamazoo balliste regulator or similar type; Kolman belt loader and similar type; Le Tourneau blob compactor or similar type; Loader operator (Athey, Euclid, Sierra and similar types); Mobark Chipper or similar; Ozzie padder or similar types; P.C. slot saw; Pneumatic concrete placing machine operator (Hackley-Presswell or similar
type); Pumpcrete gun operator; RCM Cementing Unit Operator, Rail/Switch Grinder Operator (Harsco or similar types)
Rock Drill or similar types; Rotary drill operator
(excluding caisson type); Rubber-tired earth-moving
equipment operator (single engine, caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. up to and including 50 cu. yds. struck);
Rubber-tired earth-moving equipment operator (multiple
engine up to and including 25 yds. struck); Rubber-tired scraper operator (self-loading paddle wheel type-John
Deere, 1040 and similar single unit); Self- propelled curb and gutter machine operator; Shuttle buggy; Skiploader
operator (crawler and wheel type over 1-1/2 yds. up to and including 6-1/2 yds.); Soil remediation plant operator; Surface heaters and planer operator; Tractor compressor drill combination operator; Tractor operator (any type
larger than D-5 - 100 flywheel h.p. and over, or
similar-bulldozer, tamper, scraper and push tractor single engine); Tractor operator (boom attachments), Traveling pipe wrapping, cleaning and bendng machine operator;
Trenching machine operator (over 6 ft. depth capacity,
manufacturer's rating); trenching Machine with Road Miner attachment (over 6 ft depth capacity): Ultra high pressure waterjet cutting tool system mechanic; Water pull
(compaction) operator
GROUP 10: Drilling machine operator, Bucket or auger types (Calweld 200 B bucket or similar types-Watson 3000 or 5000 auger or similar types-Texoma 900 auger or similar
types-drilling depth of 105' maximum); Dual drum mixer, dynamic compactor LDC350 (or similar types); Monorail
locomotive operator (diesel, gas or electric); Motor
patrol-blade operator (single engine); Multiple engine
tractor operator (Euclid and similar type-except Quad 9 cat.); Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck); Pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator; Rubber-tired earth-moving equipment operator (single
engine, over 50 yds. struck); Rubber tired earth moving equipment operator (multiple engine, Euclid, caterpillar and similar over 25 yds. and up to 50 yds. struck), Tower crane repairman; Tractor loader operator (crawler and wheel type over 6-1/2 yds.); Woods mixer operator (and similar Pugmill equipment)
GROUP 12: Auto grader operator; Automatic slip form operator; Drilling machine operator, bucket or auger types (Calweld, auger 200 CA or similar types - Watson, auger 6000 or
similar types - Hughes Super Duty, auger 200 or similar types - drilling depth of 175' maximum); Hoe ram or similar with compressor; Mass excavator operator less tha 750 cu. 6/11/25, 12:51 PM SAM.gov
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yards; Mechanical finishing machine operator; Mobile form traveler operator; Motor patrol operator (multi-engine); Pipe mobile machine operator; Rubber-tired earth- moving equipment operator (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck); Rubber-tired self- loading scraper operator (paddle-wheel-auger type self-loading - two (2) or more units)
GROUP 13: Rubber-tired earth-moving equipment operator
operating equipment with push-pull system (single engine, up to and including 25 yds. struck)
GROUP 14: Canal liner operator; Canal trimmer operator; Remote- control earth-moving equipment operator (operating a second piece of equipment: $1.00 per hour additional); Wheel excavator operator (over 750 cu. yds.)
GROUP 15: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple
engine-up to and including 25 yds. struck)
GROUP 16: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with push-pull system
(multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck)
GROUP 17: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 50 cu. yds. struck); Tandem tractor operator (operating crawler type tractors in tandem - Quad 9 and similar type)
GROUP 18: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
single engine, up to and including 25 yds. struck)
GROUP 19: Rotex concrete belt operator (or similar types); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any
combination, excluding compaction units - single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds.and up to and including 50 cu. yds. struck); Rubber-tired earth-moving equipment
operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction
units - multiple engine, up to and including 25 yds. struck) GROUP 20: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
single engine, over 50 yds. struck); Rubber-tired
earth-moving equipment operator, operating in tandem
(scrapers, belly dumps, and similar types in any
combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck)
GROUP 21: Rubber-tired earth-moving equipment operator, 6/11/25, 12:51 PM SAM.gov
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operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck)
GROUP 22: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system
(single engine, up to and including 25 yds. struck)
GROUP 23: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system
(single engine, Caterpillar, Euclid, Athey Wagon and
similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber-tired
earth-moving equipment operator, operating with the tandem push-pull system (multiple engine, up to and including 25 yds. struck)
GROUP 24: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system
(single engine, over 50 yds. struck); Rubber-tired
earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid,
Caterpillar and similar, over 25 yds. and up to 50 yds. struck)
GROUP 25: Concrete pump operator-truck mounted; Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid,
Caterpillar and similar type, over 50 cu. yds. struck); Spyder Excavator Operator, with all attachments

CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS GROUP 1: Engineer oiler; Fork lift operator (includes loed, lull or similar types)
GROUP 2: Truck crane oiler
GROUP 3: A-frame or winch truck operator; Ross carrier
operator (jobsite)
GROUP 4: Bridge-type unloader and turntable operator;
Helicopter hoist operator
GROUP 5: Hydraulic boom truck; Stinger crane (Austin-Western or similar type); Tugger hoist operator (1 drum)
GROUP 6: Bridge crane operator; Cretor crane operator; Hoist operator (Chicago boom and similar type); Lift mobile
operator; Lift slab machine operator (Vagtborg and similar types); Material hoist and/or manlift operator; Polar
gantry crane operator; Self Climbing scaffold (or similar type); Shovel, backhoe, dragline, clamshell operator (over 3/4 yd. and up to 5 cu. yds. mrc); Tugger hoist operator GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline, clamshell operator (over 5 cu. yds. mrc); Tower crane
repair; Tugger hoist operator (3 drum)
GROUP 8: Crane operator (up to and including 25 ton
capacity); Crawler transporter operator; Derrick barge
operator (up to and including 25 ton capacity); Hoist
operator, stiff legs, Guy derrick or similar type (up to and including 25 ton capacity); Shovel, backhoe, dragline, 6/11/25, 12:51 PM SAM.gov
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clamshell operator (over 7 cu. yds., M.R.C.)
GROUP 9: Crane operator (over 25 tons and up to and including 50 tons mrc); Derrick barge operator (over 25 tons up to and including 50 tons mrc); Highline cableway operator; Hoist operator, stiff legs, Guy derrick or similar type (over 25 tons up to and including 50 tons mrc); K-crane operator; Polar crane operator; Self erecting tower crane operator maximum lifting capacity ten tons
GROUP 10: Crane operator (over 50 tons and up to and
including 100 tons mrc); Derrick barge operator (over 50 tons up to and including 100 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 50 tons up to and including 100 tons mrc), Mobile tower crane operator (over 50 tons, up to and including 100 tons M.R.C.);
GROUP 11: Crane operator (over 100 tons and up to and
including 200 tons mrc); Derrick barge operator (over 100 tons up to and including 200 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 100 tons up to and including 200 tons mrc); Mobile tower crane operator (over 100 tons up to and including 200 tons mrc) ; Tower crane operator and tower gantry
GROUP 12: Crane operator (over 200 tons up to and including 300 tons mrc); Derrick barge operator (over 200 tons up to and including 300 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 200 tons, up to and
including 300 tons mrc); Mobile tower crane operator (over 200 tons, up to and including 300 tons mrc)
GROUP 13: Crane operator (over 300 tons); Derrick barge operator (over 300 tons); Helicopter pilot; Hoist operator, stiff legs, Guy derrick or similar type (over 300 tons); Mobile tower crane operator (over 300 tons)

TUNNEL CLASSIFICATIONS
GROUP 1: Skiploader (wheel type up to 3/4 yd. without
attachment)
GROUP 2: Power-driven jumbo form setter operator
GROUP 3: Dinkey locomotive or motorperson (up to and
including 10 tons)
GROUP 4: Bit sharpener; Equipment greaser (grease truck); Slip form pump operator (power-driven hydraulic lifting device for concrete forms); Tugger hoist operator (1 drum); Tunnel locomotive operator (over 10 and up to and including 30 tons)
GROUP 5: Backhoe operator (up to and including 3/4 yd.); Small Ford, Case or similar; Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson; Loader operator (Athey, Euclid, Sierra and similar types); Mucking machine operator (1/4 yd., rubber-tired, rail or track type); Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pneumatic heading
shield (tunnel); Pumpcrete gun operator; Tractor compressor drill combination operator; Tugger hoist operator (2 drum); Tunnel locomotive operator (over 30 tons)
GROUP 6: Heavy Duty Repairman
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GROUP 7: Tunnel mole boring machine operator

ENGINEERS ZONES
$1.00 additional per hour for all of IMPERIAL County and the portions of KERN, RIVERSIDE & SAN BERNARDINO Counties as defined below:

That area within the following Boundary: Begin in San
Bernardino County, approximately 3 miles NE of the intersection of I-15 and the California State line at that point which is the NW corner of Section 1, T17N,m R14E, San Bernardino Meridian. Continue W in a straight line to that point which is the SW corner of the northwest quarter of Section 6, T27S, R42E, Mt. Diablo Meridian. Continue North to the intersection with the Inyo County Boundary at that point which is the NE corner of the western half of the northern quarter of Section 6, T25S, R42E, MDM. Continue W along the Inyo and San
Bernardino County boundary until the intersection with Kern County, as that point which is the SE corner of Section 34, T24S, R40E, MDM. Continue W along the Inyo and Kern County boundary until the intersection with Tulare County, at that point which is the SW corner of the SE quarter of Section 32, T24S, R37E, MDM. Continue W along the Kern and Tulare County boundary, until that point which is the NW corner of T25S, R32E, MDM. Continue S following R32E lines to the NW corner of T31S, R32E, MDM. Continue W to the NW corner of T31S, R31E, MDM. Continue S to the SW corner of T32S, R31E, MDM. Continue W to SW corner of SE quarter of Section 34, T32S, R30E, MDM.

Continue S to SW corner of T11N, R17W, SBM. Continue E along south boundary of T11N, SBM to SW corner of T11N, R7W, SBM.

Continue S to SW corner of T9N, R7W, SBM. Continue E along south boundary of T9N, SBM to SW corner of T9N, R1E, SBM.

Continue S along west boundary of R1E, SMB to Riverside County line at the SW corner of T1S, R1E, SBM. Continue E along south boundary of T1s, SBM (Riverside County Line) to SW corner of T1S, R10E, SBM. Continue S along west boundary of R10E, SBM to Imperial County line at the SW corner of T8S, R10E, SBM.

Continue W along Imperial and Riverside county line to NW corner of T9S, R9E, SBM. Continue S along the boundary between Imperial and San Diego Counties, along the west edge of R9E, SBM to the south boundary of Imperial County/California state line. Follow the California state line west to Arizona state line, then north to Nevada state line, then continuing NW back to start at the point which is the NW corner of Section 1, T17N, R14E, SBM
$1.00 additional per hour for portions of SAN LUIS OBISPO, KERN, SANTA BARBARA & VENTURA as defined below:

That area within the following Boundary: Begin approximately 5 miles north of the community of Cholame, on the Monterey County and San Luis Obispo County boundary at the NW corner of T25S, R16E, Mt. Diablo Meridian. Continue south along the west side of R16E to the SW corner of T30S, R16E, MDM. Continue E to SW corner of T30S, R17E, MDM. Continue S to SW corner of T31S, R17E, MDM. Continue E to SW corner of T31S, R18E, MDM.

Continue S along West side of R18E, MDM as it crosses into San Bernardino Meridian numbering area and becomes R30W. Follow the west side of R30W, SBM to the SW corner of T9N, R30W, SBM.

Continue E along the south edge of T9N, SBM to the Santa Barbara County and Ventura County boundary at that point whch is the SW corner of Section 34.T9N, R24W, SBM, continue S along the Ventura County line to that point which is the SW corner of 6/11/25, 12:51 PM SAM.gov
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the SE quarter of Section 32, T7N, R24W, SBM. Continue E along the south edge of T7N, SBM to the SE corner to T7N, R21W, SBM. Continue N along East side of R21W, SBM to Ventura County and Kern County boundary at the NE corner of T8N, R21W.

Continue W along the Ventura County and Kern County boundary to the SE corner of T9N, R21W. Continue North along the East edge of R21W, SBM to the NE corner of T12N, R21W, SBM. Continue West along the north edge of T12N, SBM to the SE corner of T32S, R21E, MDM. [T12N SBM is a think strip between T11N SBM and T32S MDM]. Continue North along the East side of R21E, MDM to the Kings County and Kern County border at the NE corner of T25S, R21E, MDM, continue West along the Kings County and Kern County Boundary until the intersection of San Luis Obispo County. Continue west along the Kings County and San Luis Obispo County boundary until the intersection with Monterey County. Continue West along the Monterey County and San Luis Obispo County boundary to the beginning point at the NW corner of T25S, R16E, MDM.

$2.00 additional per hour for INYO and MONO Counties and the Northern portion of SAN BERNARDINO County as defined below:

That area within the following Boundary: Begin at the
intersection of the northern boundary of Mono County and the California state line at the point which is the center of Section 17, T10N, R22E, Mt. Diablo Meridian. Continue S then SE along the entire western boundary of Mono County, until it reaches Inyo County at the point which is the NE corner of the Western half of the NW quarter of Section 2, T8S, R29E, MDM.

Continue SSE along the entire western boundary of Inyo County, until the intersection with Kern County at the point which is the SW corner of the SE 1/4 of Section 32, T24S, R37E, MDM.

Continue E along the Inyo and Kern County boundary until the intersection with San Bernardino County at that point which is the SE corner of section 34, T24S, R40E, MDM. Continue E along the Inyo and San Bernardino County boundary until the point which is the NE corner of the Western half of the NW quarter of Section 6, T25S, R42E, MDM. Continue S to that point which is the SW corner of the NW quarter of Section 6, T27S, R42E, MDM.

Continue E in a straight line to the California and Nevada state border at the point which is the NW corner of Section 1, T17N, R14E, San Bernardino Meridian. Then continue NW along the state line to the starting point, which is the center of Section 18, T10N, R22E, MDM.

REMAINING AREA NOT DEFINED ABOVE RECIEVES BASE RATE
---------------------------------------------------------------- IRON0433-006 01/01/2025
Rates Fringes

IRONWORKER
Fence Erector...............$ 45.78 26.51
Ornamental, Reinforcing
and Structural..............$ 50.70 35.15
PREMIUM PAY:
$9.00 additional per hour at the following locations:

China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland,
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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 Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center
Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock ---------------------------------------------------------------- * LABO0220-001 07/01/2024
Rates Fringes

LABORER (TUNNEL)
GROUP 1.....................$ 50.73 24.70
GROUP 2.....................$ 51.05 24.70
GROUP 3.....................$ 51.51 24.70
GROUP 4.....................$ 52.20 24.70

LABORER
GROUP 1.....................$ 43.88 25.15
GROUP 2.....................$ 44.43 25.15
GROUP 3.....................$ 44.98 25.15
GROUP 4.....................$ 46.53 25.15
GROUP 5.....................$ 46.88 25.15

LABORER CLASSIFICATIONS
GROUP 1: Cleaning and handling of panel forms; Concrete screeding for rough strike-off; Concrete, water curing; Demolition laborer, the cleaning of brick if performed by a worker performing any other phase of demolition work, and the cleaning of lumber; Fire watcher, limber, brush loader, piler and debris handler; Flag person; Gas, oil and/or
water pipeline laborer; Laborer, asphalt-rubber material loader; Laborer, general or construction; Laborer, general clean-up; Laborer, landscaping; Laborer, jetting; Laborer, temporary water and air lines; Material hose operator
(walls, slabs, floors and decks); Plugging, filling of shee bolt holes; Dry packing of concrete; Railroad maintenance, repair track person and road beds; Streetcar and railroad construction track laborers; Rigging and signaling; Scaler; Slip form raiser; Tar and mortar; Tool crib or tool house laborer; Traffic control by any method; Window cleaner; Wire mesh pulling - all concrete pouring operations
GROUP 2: Asphalt shoveler; Cement dumper (on 1 yd. or larger mixer and handling bulk cement); Cesspool digger and
installer; Chucktender; Chute handler, pouring concrete, the handling of the chute from readymix trucks, such as walls, slabs, decks, floors, foundation, footings, curbs, gutters and sidewalks; Concrete curer, impervious membrane and form oiler; Cutting torch operator (demolition); Fine grader, highways and street paving, airport, runways and similar type heavy construction; Gas, oil and/or water
pipeline wrapper - pot tender and form person; Guinea
chaser; Headerboard person - asphalt; Laborer, packing rod steel and pans; Membrane vapor barrier installer; Power broom sweeper (small); Riprap stonepaver, placing stone or wet sacked concrete; Roto scraper and tiller; Sandblaster (pot tender); Septic tank digger and installer(lead); Tank scaler and cleaner; Tree climber, faller, chain saw
operator, Pittsburgh chipper and similar type brush
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GROUP 3: Buggymobile person; Concrete cutting torch; Concrete pile cutter; Driller, jackhammer, 2-1/2 ft. drill steel or longer; Dri-pak-it machine; Gas, oil and/or water pipeline wrapper, 6-in. pipe and over, by any method, inside and out; High scaler (including drilling of same); Hydro seeder and similar type; Impact wrench multi-plate; Kettle person, pot person and workers applying asphalt, lay-kold,
creosote, lime caustic and similar type materials
(""applying"" means applying, dipping, brushing or handling of such materials for pipe wrapping and waterproofing); Operator of pneumatic, gas, electric tools, vibrating
machine, pavement breaker, air blasting, come-alongs, and similar mechanical tools not separately classified herein; Pipelayer's backup person, coating, grouting, making of joints, sealing, caulking, diapering and including rubber gasket joints, pointing and any and all other services; Rock slinger; Rotary scarifier or multiple head concrete chipping scarifier; Steel headerboard and guideline setter; Tamper, Barko, Wacker and similar type; Trenching machine, hand-propelled
GROUP 4: Asphalt raker, lute person, ironer, asphalt dump person, and asphalt spreader boxes (all types); Concrete core cutter (walls, floors or ceilings), grinder or sander; Concrete saw person, cutting walls or flat work, scoring old or new concrete; Cribber, shorer, lagging, sheeting and trench bracing, hand-guided lagging hammer; Head rock
slinger; Laborer, asphalt- rubber distributor boot person; Laser beam in connection with laborers' work; Oversize
concrete vibrator operator, 70 lbs. and over; Pipelayer performing all services in the laying and installation of pipe from the point of receiving pipe in the ditch until completion of operation, including any and all forms of tubular material, whether pipe, metallic or non-metallic, conduit and any other stationary type of tubular device used for the conveying of any substance or element, whether water, sewage, solid gas, air, or other product whatsoever and without regard to the nature of material from which the tubular material is fabricated; No-joint pipe and stripping of same; Prefabricated manhole installer; Sandblaster
(nozzle person), water blasting, Porta Shot-Blast
GROUP 5: Blaster powder, all work of loading holes, placing and blasting of all powder and explosives of whatever type, regardless of method used for such loading and placing; Driller: All power drills, excluding jackhammer, whether core, diamond, wagon, track, multiple unit, and any and all other types of mechanical drills without regard to the form of motive power; Toxic waste removal

TUNNEL LABORER CLASSIFICATIONS
GROUP 1: Batch plant laborer; Changehouse person; Dump
person; Dump person (outside); Swamper (brake person and switch person on tunnel work); Tunnel materials handling person; Nipper; Pot tender, using mastic or other materials (for example, but not by way of limitation, shotcrete,
etc.);
GROUP 2: Bull gang mucker, track person; Chucktender,
Cabletender; Concrete crew, including rodder and spreader; Loading and unloading agitator cars; Vibrator person, jack hammer, pneumatic tools (except driller)
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GROUP 3: Blaster, driller, powder person; Chemical grout jet person; Cherry picker person; Grout gun person; Grout mixer person; Grout pump person; Jackleg miner; Jumbo person; Kemper and other pneumatic concrete placer operator; Miner, tunnel (hand or machine); Nozzle person; Operating of
troweling and/or grouting machines; Powder person (primer house); Primer person; Sandblaster; Shotcrete person; Steel form raiser and setter; Timber person, retimber person, wood or steel; Tunnel Concrete finisher
GROUP 4: Diamond driller; Sandblaster; Shaft and raise work ---------------------------------------------------------------- LABO0220-004 07/01/2024
Rates Fringes
Brick Tender.....................$ 41.53 22.54 ---------------------------------------------------------------- LABO0300-005 07/01/2024
Rates Fringes
Asbestos Removal Laborer.........$ 43.88 25.13 SCOPE OF WORK: Includes site mobilization, initial site cleanup, site preparation, removal of asbestos-containing material and toxic waste, encapsulation, enclosure and
disposal of asbestos- containing materials and toxic waste by hand or with equipment or machinery; scaffolding,
fabrication of temporary wooden barriers and assembly of decontamination stations.
---------------------------------------------------------------- LABO0345-001 07/01/2024
Rates Fringes

LABORER (GUNITE)
GROUP 1.....................$ 53.48 22.77
GROUP 2.....................$ 52.53 22.77
GROUP 3.....................$ 48.99 22.77
FOOTNOTE: GUNITE PREMIUM PAY: Workers working from a
Bosn'n's Chair or suspended from a rope or cable shall receive 40 cents per hour above the foregoing applicable classification rates. Workers doing gunite and/or
shotcrete work in a tunnel shall receive 35 cents per hour above the foregoing applicable classification rates, paid on a portal-to-portal basis. Any work performed on, in or above any smoke stack, silo, storage elevator or similar type of structure, when such structure is in excess of 75'-0"" above base level and which work must be performed in whole or in part more than 75'-0"" above base level, that work performed above the 75'-0"" level shall be compensated for at 35 cents per hour above the applicable
classification wage rate.

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Rodmen, Nozzlemen
GROUP 2: Gunmen
GROUP 3: Reboundmen
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---------------------------------------------------------------- LABO1184-001 07/01/2024
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Laborers: (HORIZONTAL

DIRECTIONAL DRILLING)
(1) Drilling Crew Laborer...$ 45.34 20.06
(2) Vehicle Operator/Hauler.$ 45.51 20.06
(3) Horizontal Directional
Drill Operator..............$ 47.36 20.06
(4) Electronic Tracking
Locator.....................$ 49.36 20.06
Laborers: (STRIPING/SLURRY
SEAL)
GROUP 1.....................$ 46.65 23.17
GROUP 2.....................$ 47.95 23.17
GROUP 3.....................$ 49.96 23.17
GROUP 4.....................$ 51.70 23.17

LABORERS - STRIPING CLASSIFICATIONS
GROUP 1: Protective coating, pavement sealing, including repair and filling of cracks by any method on any surface in parking lots, game courts and playgrounds; carstops; operation of all related machinery and equipment; equipment repair technician
GROUP 2: Traffic surface abrasive blaster; pot tender - removal of all traffic lines and markings by any method (sandblasting, waterblasting, grinding, etc.) and
preparation of surface for coatings. Traffic control
person: controlling and directing traffic through both
conventional and moving lane closures; operation of all related machinery and equipment
GROUP 3: Traffic delineating device applicator: Layout and application of pavement markers, delineating signs, rumble and traffic bars, adhesives, guide markers, other traffic delineating devices including traffic control. This
category includes all traffic related surface preparation (sandblasting, waterblasting, grinding) as part of the
application process. Traffic protective delineating system installer: removes, relocates, installs, permanently
affixed roadside and parking delineation barricades,
fencing, cable anchor, guard rail, reference signs,
monument markers; operation of all related machinery and equipment; power broom sweeper
GROUP 4: Striper: layout and application of traffic stripes and markings; hot thermo plastic; tape traffic stripes and markings, including traffic control; operation of all
related machinery and equipment
---------------------------------------------------------------- LABO1414-003 08/07/2024
Rates Fringes

LABORER
PLASTER CLEAN-UP LABORER....$ 43.57 25.17
PLASTER TENDER..............$ 46.12 25.17
Work on a swing stage scaffold: $1.00 per hour additional. 6/11/25, 12:51 PM SAM.gov
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Work at Military Bases - $3.00 additional per hour:

Coronado Naval Amphibious Base, Fort Irwin, Marine Corps Air Station-29 Palms, Imperial Beach Naval Air Station, Marine Corps Logistics Supply Base, Marine Corps Pickle Meadows, Mountain Warfare Training Center, Naval Air
Facility-Seeley, North Island Naval Air Station, Vandenberg AFB.
---------------------------------------------------------------- PAIN0036-002 07/01/2023
Rates Fringes
Painters: (Including Lead
Abatement)
(1) Journeyman Painter......$ 36.44 18.58
(2) Repaint.................$ 26.40 17.02
(3) Iron & Steel............$ 33.12 17.18
(4) High Iron & Steel.......$ 35.12 17.18
(5) All Other Work..........$ 36.44 18.58
REPAINT:

Repaint of any structure with the exception of work involving the aerospace industry, breweries, commercial recreational facilities, hotels which operate commercial establishments as part of hotel service, and sports facilities, tenant
improvement work not included in conjunction with the
construction of the building and all repainting of tenant improvement projects.

HIGH IRON & STEEL:

Aerial towers, towers, radio towers, smoke stacks, flag poles (any flag poles that can be finished from the ground with a ladder excluded), elevated water towers, steeples and domes in their entirety and any other extremely high and hazardous work, cooning steel, bos'n chair, or other similar devices, painting in other high hazardous work shall be classified as high iron & steel
---------------------------------------------------------------- PAIN0036-008 09/01/2024
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DRYWALL FINISHER/TAPER...........$ 49.33 26.82 ---------------------------------------------------------------- PAIN0036-015 01/01/2025
Rates Fringes
GLAZIER..........................$ 53.05 30.64 FOOTNOTE: Additional $1.25 per hour for work in a condor, from the third (3rd) floor and up Additional $1.25 per hour for work on the outside of the building from a swing stage or any suspended contrivance, from the ground up
---------------------------------------------------------------- PAIN1247-002 01/01/2025
Rates Fringes
SOFT FLOOR LAYER.................$ 45.15 19.43 6/11/25, 12:51 PM SAM.gov
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---------------------------------------------------------------- PLAS0200-006 08/03/2022
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PLASTERER........................$ 47.37 19.64 VANDENBURG AFB: $3.00 additional per hour.
---------------------------------------------------------------- PLAS0500-002 07/01/2023
Rates Fringes
CEMENT MASON/CONCRETE FINISHER...$ 44.00 27.11 ---------------------------------------------------------------- PLUM0016-004 09/01/2024
Rates Fringes

PLUMBER/PIPEFITTER
Vandenburg Air Force Base...$ 63.98 26.61
Work ONLY on new additions
and remodeling of bars,
restaurants, stores and
commercial buildings not
to exceed 5,000 sq. ft. of
floor space.................$ 57.67 25.63
Work ONLY on strip malls,
light commercial, tenant
improvement and remodel
work........................$ 44.24 23.96
All other work except work
on new additions and
remodeling of bars,
restaurant, stores and
commercial buildings not
to exceed 5,000 sq. ft. of
floor space and work on
strip malls, light
commercial, tenant
improvement and remodel
work........................$ 59.48 26.61
---------------------------------------------------------------- PLUM0345-001 09/01/2023
Rates Fringes

PLUMBER
Landscape/Irrigation Fitter.$ 40.20 25.90
Sewer & Storm Drain Work....$ 44.29 23.28
---------------------------------------------------------------- ROOF0036-002 08/01/2024
Rates Fringes
ROOFER...........................$ 49.43 20.58 FOOTNOTE: Pitch premium: Work on which employees are exposed to pitch fumes or required to handle pitch, pitch base or pitch impregnated products, or any material containing coal tar pitch, the entire roofing crew shall receive $1.75 per hour ""pitch premium"" pay.
---------------------------------------------------------------- SFCA0669-014 01/01/2025
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SPRINKLER FITTER.................$ 46.42 28.42 ---------------------------------------------------------------- SHEE0273-002 08/01/2019
Rates Fringes
SHEET METAL WORKER...............$ 45.48 30.05 HOLIDAYS: New Year's Day, Martin Luther King Day, President's Day, Good Friday, Memorial Day, Indepdendence Day, Labor Day, Veterans Day,Thankisgiving Day & Friday after,
Christmas Day
---------------------------------------------------------------- TEAM0011-002 07/01/2024
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TRUCK DRIVER
GROUP 1....................$ 39.59 34.34
GROUP 2....................$ 39.74 34.34
GROUP 3....................$ 39.87 34.34
GROUP 4....................$ 40.06 34.34
GROUP 5....................$ 40.09 34.34
GROUP 6....................$ 40.12 34.34
GROUP 7....................$ 40.37 34.34
GROUP 8....................$ 40.62 34.34
GROUP 9....................$ 40.82 34.34
GROUP 10....................$ 41.12 34.34
GROUP 11....................$ 41.62 34.34
GROUP 12....................$ 42.05 34.34
WORK ON ALL MILITARY BASES:

PREMIUM PAY: $3.00 per hour additional.
[29 palms Marine Base, Camp Roberts, China Lake, Edwards AFB, El Centro Naval Facility, Fort Irwin, Marine Corps
Logistics Base at Nebo & Yermo, Mountain Warfare Training Center, Bridgeport, Point Arguello, Point Conception, Vandenberg AFB]

TRUCK DRIVERS CLASSIFICATIONS
GROUP 1: Truck driver
GROUP 2: Driver of vehicle or combination of vehicles - 2 axles; Traffic control pilot car excluding moving heavy equipment permit load; Truck mounted broom
GROUP 3: Driver of vehicle or combination of vehicles - 3 axles; Boot person; Cement mason distribution truck; Fuel truck driver; Water truck - 2 axle; Dump truck, less than 16 yds. water level; Erosion control driver
GROUP 4: Driver of transit mix truck, under 3 yds.; Dumpcrete truck, less than 6-1/2 yds. water level
GROUP 5: Water truck, 3 or more axles; Truck greaser and tire person ($0.50 additional for tire person); Pipeline and utility working truck driver, including winch truck and plastic fusion, limited to pipeline and utility work;
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Slurry truck driver
GROUP 6: Transit mix truck, 3 yds. or more; Dumpcrete truck, 6-1/2 yds. water level and over; Vehicle or combination of vehicles - 4 or more axles; Oil spreader truck; Dump truck, 16 yds. to 25 yds. water level
GROUP 7: A Frame, Swedish crane or similar; Forklift driver; Ross carrier driver
GROUP 8: Dump truck, 25 yds. to 49 yds. water level; Truck repair person; Water pull - single engine; Welder
GROUP 9: Truck repair person/welder; Low bed driver, 9 axles or over
GROUP 10: Dump truck - 50 yds. or more water level; Water pull - single engine with attachment
GROUP 11: Water pull - twin engine; Water pull - twin engine with attachments; Winch truck driver - $1.25 additional when operating winch or similar special attachments
GROUP 12: Boom Truck 17K and above
---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
================================================================ Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at
https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)).
---------------------------------------------------------------- The body of each wage determination lists the classifications and wage rates that have been found to be prevailing for the type(s) of construction and geographic area covered by the wage determination. The classifications are listed in alphabetical order under rate identifiers indicating whether the particular rate is a union rate (current union negotiated rate), a survey 6/11/25, 12:51 PM SAM.gov
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rate, a weighted union average rate, a state adopted rate, or a supplemental classification rate.

Union Rate Identifiers
A four-letter identifier beginning with characters other than ""SU"", ""UAVG"", ?SA?, or ?SC? denotes that a union rate was prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2024 in the example, is the effective date of the most current negotiated rate.

Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates
in the collective bargaining agreement (CBA) governing the classification.

Union Average Rate Identifiers
The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE:

UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio.

The next number, 0010 in the example, is an internal number used in producing the wage determination. The date, 01/01/2024 in the example, indicates the date the wage determination was updated to reflect the most current union average rate.

A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the
collective bargaining agreements on which the rate is based.

Survey Rate Identifiers
The ""SU"" identifier indicates that either a single non-union rate prevailed (as defined in 29 CFR 1.2) for this
classification in the survey or that the rate was derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As a weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SUFL2022-007 6/27/2024. SU indicates the rate is a single non-union
prevailing rate or a weighted average of survey data for that classification. FL indicates the State of Florida. 2022 is the year of the survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 6/27/2024 in the example, indicates the survey completion date for the classifications and rates under that identifier. ?SU? wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(1).

State Adopted Rate Identifiers
The ""SA"" identifier indicates that the classifications and prevailing wage rates set by a state (or local) government were 6/11/25, 12:51 PM SAM.gov
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adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2023-007 01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination.

The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the ?SA? identifier took effect under state law in the state from which the rates were adopted.
-----------------------------------------------------------

WAGE DETERMINATION APPEALS PROCESS
1) Has there been an initial decision in the matter? This can be:
a) a survey underlying a wage determination
b) an existing published wage determination
c) an initial WHD letter setting forth a position on
a wage determination matter
d) an initial conformance (additional classification
and rate) determination
On survey related matters, initial contact, including requests for summaries of surveys, should be directed to the WHD Branch of Wage Surveys. Requests can be submitted via email to [email protected] or by mail to:

Branch of Wage Surveys
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210
Regarding any other wage determination matter such as
conformance decisions, requests for initial decisions should be directed to the WHD Branch of Construction Wage Determinations.

Requests can be submitted via email to [email protected] or by mail to:

Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210
2) If an initial decision has been issued, then any interested party (those affected by the action) that disagrees with the decision can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7).

Requests for review and reconsideration can be submitted via email to [email protected] or by mail to:

Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.
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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.
================================================================ END OF GENERAL DECISION"

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Goleta City CouncilOctober 7, 2025

Goleta City Council
October 7, 2025