Laguna Hills City Council
October 28, 2025

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or decreased risk of loss to the City, the Contractor agrees that the minimum limits of the insurance policies may be changed accordingly upon receipt of written notice from the City.

Contractor shall immediately substitute any insurer whose A.M. Best rating drops below the levels specified herein.
5-4.5.3 Insurance Endorsements. [Add the following to this section]:

Required insurance policies shall not be in compliance if they include any limiting provision or endorsement that has not been submitted to the City for written approval. Required insurance policies shall contain the following provisions, or Contractor shall provide endorsements on forms approved by the City to add the following provisions to the insurance policies:

A. The policy or policies of insurance required by this section for Commercial General Liability and Automobile Liability Insurance shall be endorsed to provide the following:
(1) Additional Insured: The City, its officials, officers, employees, agents and volunteers, shall be additional insureds with regard to liability and defense of suits or claims arising out of the performance of the Agreement; and
(2) Additional Insured Endorsements: Additional insured endorsements shall not (1) be restricted to “ongoing operations”, (2) exclude “contractual liability”, (3) restrict coverage to “sole” liability of Contractor, or (4) contain any other exclusions contrary to the Agreement; and, the coverage shall contain no special limitations on the scope of protection afforded to additional insureds.
(3) Notice: The policy or policies of insurance required by this section for Commercial General Liability and Automobile Liability Insurance shall be endorsed to state that coverage shall not be suspended, voided, cancelled, or modified, or reduced in coverage or in limits, except after thirty (30) days prior written notice by First Class U.S. Mail, postage-prepaid, has been provided to the City. Notwithstanding the foregoing, if coverage is to be suspended, voided, or cancelled because of Contractor’s failure to pay the insurance premium, the notice provided to City shall be by ten (10) days prior written notice.

B. For all policies of Commercial General Liability Insurance, Contractor shall provide endorsements for completed operations to effectuate this requirement. 5-4.5.4 Deductibles and Self-Insured Retentions.

Any deductible or self-insured retention must be approved in writing by the City in advance and shall protect the City, its officials, officers, employees, agents and volunteers, in the same manner and to the same extent as they would have been protected had the policy or policies not contained a deductible or self-insured retention.
5-4.5.6 Primary and Non-Contributing Insurance.

All policies of Commercial General Liability Insurance and Automobile Liability Insurance shall be primary and any other insurance, deductible, or self-insurance maintained by the City, its officials, officers, employees, agents or volunteers, shall not contribute with this primary insurance. Policies shall contain or be endorsed to contain such provisions. 5-4.5.7 Waiver of Subrogation.

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All policies of Commercial General Liability and Automobile Liability Insurance shall contain or be endorsed to waive subrogation against the City, its officials, officers, employees, agents and volunteers, or shall specifically allow Contractor or others providing insurance evidence in compliance with the requirements set forth in this section to waive their right to recovery prior to a loss. Contractor hereby agrees to waive its own right of recovery against the City, its officials, officers, employees, agents and volunteers, and Contractor hereby agrees to require similar written express waivers and insurance clauses from each of its subcontractors. 5-4.5.8 Evidence of Coverage.

Concurrently with the execution of the Agreement, Contractor shall deliver certificates of insurance together with original endorsements affecting each of the insurance policies required by this section. Required insurance policies shall not be in compliance if they include any limiting provision or endorsement that has not been submitted to the City for written approval. The certificates of insurance and original endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf. At least fifteen (15) days prior to the expiration of any such policy, evidence of insurance showing that such insurance coverage has been renewed or extended shall be filed with the City. If such coverage is cancelled or reduced and not replaced immediately so as to avoid a lapse in the required coverage, Contractor shall, within ten (10) days after receipt of written notice of such cancellation or reduction of coverage, file with the City evidence of insurance showing that the required insurance has been reinstated or has been provided through another insurance company or companies. Contractor shall promptly furnish, at City’s request, copies of actual policies including all declaration pages, endorsements, exclusions and any other policy documents City requires to verify coverage. 5-4.5.9 Requirements Not Limiting.

Requirement of specific coverage or minimum limits contained in this section are not intended as a limitation on coverage, limits, or other requirements, or a waiver of any coverage normally provided by any insurance. Nothing in this section shall be construed as limiting in any way the indemnification provision contained in this Agreement, or the extent to which Contractor may be held responsible for payments of damages to persons or property. 5-4.5.10 Enforcement of Agreement (Non-Estoppel).

Contractor acknowledges and agrees that actual or alleged failure on the part of the City to inform Contractor of any non-compliance with any of the insurance requirements set forth in this section imposes no additional obligation on the City nor does it waive any rights hereunder.

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5-4.5.11 Insurance for Subcontractors.

Contractor shall either: (1) include all subcontractors engaged in any work or services for Contractor relating to this Agreement as additional named insureds under the Contractor’s insurance policies; or (2) Contractor shall be responsible for causing its subcontractors to procure and maintain the appropriate insurance in compliance with the terms of the insurance requirements set forth in this section, including adding the City, its officials, officers, employees, agents and volunteers, as additional insureds to their respective policies. All policies of Commercial General Liability Insurance provided by Contractor’s subcontractors performing any work or services related to this Agreement shall be endorsed to name the City, its officials, officers, employees, agents and volunteers, as additional insureds. Contractor shall not allow any subcontractor to commence any work or services relating to this Agreement unless and until it has provided evidence satisfactory to City that the subcontractor has secured all insurance required under this section.
5-4.5.12 Other Insurance Requirements.

The following terms and conditions shall apply to the insurance policies required of Contractor pursuant to this Agreement:

A. Contractor shall provide immediate written notice to City if (1) any of the insurance policies required herein are terminated, cancelled or suspended, (2) the limits of any of the insurance coverages required herein are reduced, or (3) the deductible or self-insured retention is increased.

B. All insurance coverage and limits provided by Contractor and available or applicable to this Agreement are intended to apply to each insured, including additional insureds, against whom a claim is made or suit is brought to the full extent of the policies. Nothing contained in this Agreement or any other agreement relating to the City or its operations shall limit the application of such insurance coverage.

C. None of the insurance coverages required herein will be in compliance with the requirements of this section if they include any limiting endorsement which substantially impairs the coverages set forth herein (e.g., elimination of contractual liability or reduction of discovery period), unless the endorsement has first been submitted to the City and approved in writing.

D. Certificates of insurance will not be accepted in lieu of required endorsements, and submittal of certificates without required endorsements may delay commencement of the Project.

It is Contractor’s obligation to ensure timely compliance with all insurance submittal requirements as provided herein.

E. Contractor agrees to ensure that subcontractors, if any, and any other parties involved with the Project who are brought onto or involved in the Project by Contractor, provide the same minimum insurance coverage required of Contractor. Contractor agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. Contractor agrees that upon request, all agreements with subcontractors and others engaged in the Project will be submitted to the City for review.

F. Contractor agrees to provide immediate written notice to City of any claim, demand or loss against Contractor arising out of the work or services performed under this Agreement and for any other claim, demand or loss which may reduce the insurance available to pay claims, demands or losses arising out of this Agreement.

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5-4.5.13 Contractor's Liability; City Not Liable; Claims Resolution A. Contractor’s liability. The Contractor shall be responsible for any loss or damage that may occur to:
• The work or any part thereof;
• Any of the materials or other things used or employed in performing the work; • Any injury to any person or persons, either workers or the public; • Any damage to property resulting from any cause which might have been prevented by the Contractor, including defects or obstructions at any time before completion of the work and its final acceptance.

B. City ordered precautions. If, in the opinion of the City Engineer, the precautions taken by Contractor are not safe or adequate at any time during the term of the Contract, the City Engineer may order the Contractor to take further precautions, and if the Contactor shall fail to do so, the City Engineer may order the work done by others and charge the Contractor for the cost thereof, such cost to be deducted from any moneys due or becoming due the Contractor. Failure of the City Engineer to order such additional precautions, however, shall not relieve the Contractor from his full responsibility for public safety.

C. City not liable. The City shall not be answerable or accountable in any manner, for any loss or damage that may occur to any of the following from any cause which might have been prevented by the Contractor:
• The work or any part thereof;
• Any of the materials or other things used or employed in performing the work; • Any injury to any person or persons, either workers or the public; • Any damage to property.

D. Claims Resolution. From time to time during the period of this contract, the City and/or the Contractor may be served with third-party claims, as a result of alleged conduct by Contractor. The following procedures shall be followed by City and Contractor:

For claims received by Contractor:
(1) Contractor shall provide City on a monthly basis details regarding any claim for damages to persons or property, including, date claim made, date of alleged damages, type of damages, alleged cause of damages and, as claims are resolved, details regarding Contractor’s denial or payment of such claim and the reasons for denial or payment. (2) Contractor shall resolve or deny any claim received within thirty (30) days of receipt. If Contractor is unable to resolve a claim within the thirty (30) days set forth above, it shall, prior to the expiration of the thirty (30) days request and extension in writing from the City.

For claims received by City:
(1) City shall process any claims received pursuant to Chapter 3-12 (Claims Against the City) of the Laguna Hills Municipal Code.

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(2) If after investigation of the claim, the City determines the Contractor is liable under this Contract, City shall tender the claim to the Contractor for proper handling and resolution.

E. Retention of Claimed Damages by City. The City may retain so much of the money due the Contractor under and by virtue of the Contract as shall be considered necessary by the City until disposition has been made of such suits or claims for damages aforesaid. 5-7 SAFETY.
5-7.1.3 Traffic and Access. [Add the following to section]:

When entering or leaving roadways carrying public traffic, the Contractor's equipment, whether empty or loaded, shall in all cases yield to public traffic.

The Contractor shall notify in writing all affected property owners of the proposed construction schedule a minimum of forty-eight (48) hours, but not more than seventy-two (72) hours, in advance of any limitation or closure of access to their property. Form of said notice shall be as approved by the Engineer and shall contain the date and time of the closure. In the event of delay, whether beyond the control of the Contractor or not, the Contractor shall notify all affected property owners as to the extent of the delay and his revised schedule. In the event of delay over 72 hours, the Contractor shall re-notify the property owners as described above. Payment for notification and coordination as per Section 7-10 as modified herein shall be included in the compensation paid for the various items of work and no additional compensation will be allowed. The "Notices" will be furnished by the Contractor.

Pedestrian access shall be maintained at all times during construction and shall be in accordance with the Americans With Disabilities Act.

5.7.2 Safety Orders

5.7.2.1 General. [Add the following to this section]:

The Contractor shall comply with the provisions of any City ordinances or regulations regarding requirements for the protection of excavations and the nature of such protection.

In accordance with Section 6500 of the Labor Code, the Contractor is required to obtain a permit from the Division of Industrial Safety for any trench or excavation which if five feet or more in depth and into which a person is required to descent.

In accordance with Section 6705 of the Labor Code, prior to any excavation involving an expenditure in excess of twenty-five thousand dollars ($25,000) for the excavation of any trench or trenches five (5) feet or more in depth, Contractor shall submit to Engineer a written detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches.

Prior to beginning of excavations requiring shoring, the Contractor shall designate in writing to the Engineer someone whose responsibility it is to supervise the Project safety measures and someone whose responsibility it is to supervise the installation and removal of sheeting, shoring and bracing.

In addition to shoring the excavations in accordance with the minimum requirements of Industrial Safety Orders, it shall be the Contractor's responsibility to provide any and all additional shoring

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required to support the sides of the excavation against the effects of load which may exceed those desired by using the criteria set forth in the Industrial Safety Orders. The Contractor shall be solely responsible for any damages which may result from his failure to provide adequate shoring of the excavation under any and all of the conditions of loading which may exist or which may arise during construction of the Project.

In accordance with Section 7104 of the Public Contract Code, any public works contract which involves excavations that extend deeper than four feet below the surface shall provide as follows:
(a) That the Contractor shall promptly, and before the following conditions are disturbed, notify the City, in writing, of any:
(1) Material that the Contractor believes may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code, which is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law. (2) Subsurface or latent physical conditions at the site differing from those indicated by information about the site made available to bidders prior to the deadline for submitting bids.
(3) Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally as inherent in work of the character provided for in the contract.
(b) The local public entity shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in the Contractor's cost of, or the time required for, performance of any part of the work shall issue a change order under the procedures described in the contract. (c) That, in the event that a dispute arises between City and the Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the Contractor's cost of, or time required for, performance of any part of the work, the Contractor shall not be excused from any scheduled completion date provided for by the contract, but shall proceed with all work to be performed under the contract. The Contractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the contracting parties.
5-7.2.2.1 Storage of Equipment and Materials in Public Streets. [Add the following section]:

The Contractor is required to, at his own expense, maintain and operate a work and storage area outside of the public right-of-way. In such case the Contractor shall submit to City written authorization from the owners of the subject property prior to occupation. Occupation of site without written authorization shall be grounds for immediate suspension of work. Location of site to be approved by City. Condition and operation of yard shall conform to these specifications. The Contractor shall assume full responsibility for all damage to the site resulting from his operations and shall repair and/or replace same, at his own expense, to the satisfaction of the owner of the subject property. The Contractor shall vacate site and return it to pre-Project condition within five (5) working days following application for Notice of Completion. The Contractor shall obtain a written release from the property owner accepting the condition of the vacated site and releasing the Contractor from any further clean-up or restoration work and shall submit a copy of such release to City. The Notice of Completion will not be issued until said release is submitted. 5-7.2.2.2 Street Closures, Detours, Barricades. [Add the following section]:

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The Contractor shall perform lane closures and all traffic control operations in accordance with the applicable details in the California MUTCD, latest edition. No work shall be performed until the required lane closure traffic control has been installed and approved by the City. If the City does not feel that the Contractor is properly and safely implementing the MUTCD details, then work shall be stopped until such time as the Contractor can successfully remedy the deficiencies.

Portable delineators (traffic cones are not allowed), which conform to the California MUTCD, latest edition, shall be spaced as necessary for proper delineation of the travel way. The spacing between delineators shall not exceed 25 feet. The minimum lane transitions shall be a 50 to 1 taper. Double base delineators will be required.

The Contractor shall schedule the order of his work such that no travel lanes are closed before 8:30 A.M. or after 4:30 P.M. daily. A minimum of one through travel lane and all turning lanes in all directions with flaggers will be required at all times. The same number of travel lanes currently in use shall be opened to traffic during non-working hours. No street closures shall be made unless indicated on the approved traffic control plans. The traffic signal and traffic signal detectors shall remain operational continuously during the construction, and traffic loops that require replacement shall be disrupted no more than 5 calendar days before their replacement.

No weekend work (day or night) will be allowed, unless otherwise specified on the Plans or as approved by the City.

The Contractor shall provide, at his expense, advanced warning signs advising the public of the impending major construction project and his proposed schedule. Said signs shall be posted at all major approaches to the construction zones a minimum of one week prior to the start of construction.

The Contractor shall designate at least one worker solely for the provision and maintenance of traffic control.

The Contractor shall be responsible for providing temporary access to all intersecting streets and driveways throughout the workday and at the end of each workday. A minimum of one access point shall be maintained for each commercial business during their normal business hours.

Pedestrian access shall be maintained at all times and temporary and permanent pedestrian access shall be in accordance with the Americans with Disabilities Act.

The Contractor shall provide and maintain all other signs, barricades, pedestals, flashers, delineators and other necessary facilities for the protection of the public within the limits of the construction area and shall be maintained in a new or like new condition, free of damage and graffiti.

If the traffic delineators are damaged, displaced or not in an upright position, from any cause, said delineators shall immediately be replaced or restored to their original location, in an upright position, by the Contractor.

The Contractor shall furnish competent flagmen to give adequate warning to traffic or to the public of any dangerous conditions to be encountered. Flagmen, while on duty and assigned to give warnings to the public that the highway is under construction and of any dangerous conditions to be encountered as a result thereof, shall perform their duties and shall be provided with the necessary equipment in accordance with the California MUTCD. The equipment shall be furnished and kept clean and in good repair by the Contractor, at Contractor’s expense.

Should the Contractor appear to be neglectful or negligent in furnishing warning and protective measures as provided, the Engineer may direct attention to the existence of a hazard and the

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necessary warning and protective measures shall be furnished and installed by the Contractor at its own expense. Should the Engineer point out the inadequacy of warning and protective measures, such action on the part of the Engineer shall not relieve the Contractor from responsibility for public safety or abrogate his obligation to furnish and pay for these devices.

Where on-street parking is not allowed, the Contractor shall be required to post "Temporary No Parking" signs 48 hours prior to start of work. The Contractor will furnish the notification to property owners as mentioned in Section 7-10.1 and the “Temporary No Parking” signs.

No construction activities will be allowed on streets that are receiving trash pick-up services on the same day. A copy of the CR&R Waste Collection Map is available on the City’s website. The Contractor shall coordinate with the trash hauler in preparing the construction schedule. The Contractor shall provide a map showing the schedule of the work, which should coordinate with the trash and mail schedule, to the City at the preconstruction meeting.

Contractor shall notify the following entities at least forty-eight (48) hours in advance of any street closure or restriction to access.

1. Fire Department: Orange County Fire Authority, (714) 573-6000

2. Police Department: Orange County Sheriff’s Department, (714) 647-7000

3. School Districts: Saddleback Valley Unified: (949) 586-1234, Capistrano Unified: (949) 489-7000

4. Trash Collection: CR&R, (877) 728-0446

5. Street Sweeping: Sweeping Corp of America, (949) 413-0165

6. Transit Operations: Orange County Transportation Authority (OCTA), (714) 560-6282

7. Fire Department: Station 22, (949) 770-6016

8. Mail Service: US Postal Service
The City Engineer may add additional entities to this list at his discretion.

All existing stop signs, street name signs and regulatory signs shall be maintained in visible locations during construction. Where construction detours and signing conflict with existing signing, the Contractor shall cover existing signs in a manner approved by the City. The Contractor shall also provide temporary traffic restriping, or reflective white or yellow plastic tabs, at the conclusion of each working day, if not sooner, as directed by the City, for any centerline, painted median or lane line that is obliterated by construction.

The Contractor shall provide temporary delineation as directed/approved. Temporary delineation shall include sandblasting of conflicting markings; installation and removal of temporary centerlines or lane lines, detour signing, barricading; and replacement of traffic lines and markings in their proper locations upon termination of the detour. Conflicting existing and temporary striping, as required for traffic control during construction, shall be removed by the Contractor by using wet nozzle sandblasting methods with immediate clean up of residues.

Blacking-out of the pavement striping will not be allowed. Temporary reflective striping tape or reflective plastic tabs may be used, except that it shall not be applied to final asphalt surfaces.

Said tape or tabs shall be removed from temporary surfaces prior to placement of additional asphalt.

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The Contractor shall also be responsible for notifying adjacent businesses, residents (of affected residential tracts), and entities listed above, in writing seven (7) days in advance of any work that involves limited access. Said notice shall be reviewed and approved by the City in advance of its circulation. Contractor shall provide verification to the City that proper circulation of the notice has been accomplished.

The Contractor shall maintain a 24-hour emergency service to remove, install, relocate, and maintain warning devices. No later than 10 days after the award of the Contract, the Contractor shall furnish to the City, names, and telephone numbers of three persons responsible for this emergency service. In the event these persons do not promptly respond when notified, or it becomes necessary to call other forces to accomplish emergency service, the Contractor will be responsible for any cost incurred.

Prior to the start of each work day, the Contractor shall perform all necessary work incidental to and commensurate with the proper signing, detouring, barricading, etc., heretofore and hereinafter specified that is required for that particular day’s schedule of operations. No construction shall be permitted until such signing and detouring operations have been completed and approved by the City.

Personal vehicles of the Contractor's employees shall only be parked in an allowed area as delineated by the City, and shall not be parked on the traveled way at any time, including any section closed to public traffic.

Flashing Arrow Signs:

Each flashing arrow sign shall be solar powered, mounted on a truck or on a trailer and shall be capable of operating while the vehicle is moving or as directed by the City.

Signs mounted on the cab of a truck shall be mounted to provide a minimum of 7 feet between the bottom of the sign and the roadway. Signs mounted on a trailer, or on anything other than the cab of a truck, shall be mounted to provide a minimum of 8 feet between the bottom of the sign and the roadway.

The total weight of trailer mounted flashing arrow sign including the trailer, sign, power source and other components shall not exceed 1,500 pounds and the height of the level trailer bed shall be no higher than 21 inches above the roadway. The trailer shall be equipped with a minimum of 3 leveling jacks.

Alternative types of lamps may be used in flashing arrow signs if visibility is equal to the specified lamps. Each type AX flashing arrow sign shall be a minimum of 2 feet high and 4 feet wide, and shall be finished with flat black enamel. A minimum of 13 No.4414AX 12-volt, yellow or amber lamps shall be installed in the panel. The lamp configuration shall be for 3 arrowheads or an arrow shaft with 2 arrowheads, one pointing in each direction on the face of the sign with a minimum of 5 lamps forming each arrowhead. Each lamp shall be provided with a visor.

The lamp shall be activated by a switch on a control panel and shall be controlled by electronic circuitry to provide a minimum of 4 selectable modes of operation as follows:

1. Pass Left Mode, - Sequencing of lighted arrowheads or sequencing the lamps forming the arrow shaft and arrowhead to the left or a flashing left arrow with the lamps in the arrow shaft and arrowhead flashing on and off simultaneously.

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2. Pass Right Mode, - Sequencing of lighted arrowheads or sequencing the lamps forming the arrow shaft and arrowhead to the right or a flashing right arrow with the lamps in the arrow shaft and arrowhead flashing on and off simultaneously.

3. Simultaneous Mode, - Either the outside arrowheads pointing in opposite directions are continuously illuminated, except for the center lamp forming each arrowhead, while the arrow shaft lamps flash on and off simultaneously or the outside arrowhead pointing in opposite directions and the arrow shaft lamps all flash simultaneously to indicate passing on either side.

4. Travel Mode, - Travel or caution mode shall flash in a manner not resembling any other mode.

Lane Requirements:

There shall be a minimum of 5’ clearance from open excavations and two feet from other obstructions (curbs, k-rail, etc). All lanes shall be open to traffic during non-working hours.

The Contractor shall be required to use flashing arrow signs at all lane closures to direct travel and appropriate detour signing to control traffic through and/or around the construction area.

The Contractor will not be allowed to excavate a larger quantity of area (“digouts”) than can successfully be repaved in the same working day. No incomplete paving work will be allowed to remain during the hours designated as requiring “all” lanes open to traffic, except in specific instances in which a minor amount of area can safely be covered by approved means with non-skid steel plates, capable of carrying H-20 wheel loading, or patched with temporary AC to bring the excavation up to grade. Said temporary AC shall be ground down to permanent AC sub-grades and approved by the City prior to placement of any additional permanent AC.

Excavations of less than 4’ in width may be covered with non-skid steel plates capable of carrying H-20 wheel loading over the span of the excavation. Plates shall have a minimum width equal to the excavation width plus 24 inches and be securely fastened to the street surface. Asphalt fillers, a minimum of 6 inches wide shall be placed around the perimeter of the plate. When traffic is transferred to any type of temporary pavement surface good drivability of the surfaces shall be maintained and shall be subject to approval by the City prior to allowing traffic to be transferred upon it.

The Contractor shall also ensure that access to all side streets and driveways are maintained at all times. Work in front of or within driveways and side streets shall be conducted in a manner where at no time is access to property denied. Portions of driveway approaches that are not ready to be opened for traffic at the end of the workday shall be steel plated per the requirements noted in the previous paragraph. The Contractor shall use temporary AC surfacing at his own expense for traffic control as required to maintain traffic in a safe non-disruptive manner.

SECTION 6 - PROSECUTION AND PROGRESS OF WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK.
6-1.0 General. [Add the following section]:

The Contractor's proposed Construction Schedule shall be submitted to the Engineer within ten (10) working days after the date of the Notice of Award of Contract. The schedule shall be supported by written statements from each supplier of materials or equipment indicating that all orders have been placed and acknowledged, and setting forth the dates that each item will be

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delivered. The schedule shall establish the order of work which minimizes disruption of existing travel lanes.

Prior to issuing the Notice to Proceed, the Engineer will schedule a preconstruction meeting with the respective Contractor to review the proposed Construction Schedule and delivery dates, arrange the utility coordination, discuss construction methods, and clarify inspection procedures.

The Contractor shall submit periodic Progress Reports to the Engineer by the tenth day of each month. The report shall include an updated Construction Schedule. Any deviations from the original schedule shall be explained. Liquidated damages will be assessed pending receipt of any outstanding reports, as set forth in Section 6-9.1 below. 6-1.3 Construction Schedule (Critical Path Method) [Add the following section]:

The Contractor shall submit to the Engineer practicable critical path method (CPM) progress schedules in conformance with these Special Provisions. Whenever the term “schedule” is used in this section it shall mean CPM progress schedule illustrated by the Gantt Bar method. The schedule shall be prepared by qualified and experienced scheduling staff.

Schedules shall show the order in which the Contractor proposes to carry out the work with logical links between time-scaled work activities, and calculations made using the critical path method to determine the controlling operation or operations. The Contractor is responsible for assuring that all activity sequences are logical and that each schedule shows a coordinated plan for complete performance of the work.

The Contractor shall produce schedules using computer software and shall furnish compatible software for the Engineer’s exclusive possession and use. The Contractor shall furnish network diagrams, narrative reports, tabular reports and schedule data as parts of each schedule submittal.

The number of activities shall be sufficient to assure adequate planning of the Project, to permit monitoring and evaluation of progress, and to do an analysis of time impacts.

Schedule activities shall include the following:

A. A clear legible description.

B. Start and finish dates.

C. A duration of not less than one working day, except for event activities, and not more than 20 working days, unless otherwise authorized by the Engineer.

D. At least one predecessor and one successor activity, except for Project start and finish milestones.

E. Required constraints.

F. Codes for responsibility, stage, work shifts, location and contract pay item numbers.

The Contractor may show a scheduled completion date that is later than the Contract completion date on an update schedule, after the baseline schedule is accepted. The Contractor shall provide an explanation for a late scheduled completion date in the narrative report that is included with the schedule.

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The Engineer’s review and acceptance of schedules shall not waive any Contract requirements and shall not relieve the Contractor of any obligation thereunder or responsibility for submitting complete and accurate information. Schedules that are rejected shall be correct by the Contract and resubmitted to the Engineer within five (5) working days of notification by the Engineer, at which time a new review period of one week will begin.

Errors or omissions on schedules shall not relieve the contractor from finishing all work within the time limit specified for completion of the Contract. If, after, a schedule has been accepted by the Engineer, either the Contractor or the Engineer discovers that any aspect of the schedule has an error or omission, it shall be corrected by the Contractor on the next schedule.

Payment for the Project schedule and revisions/updates to the schedule shall be made under other items of work and no additional payment shall be made therefore. 6-1.4 Acceleration. [Add the following section]:

The City reserves the right to accelerate the work of the Contract at any time during its performance. In the event the City directs acceleration, such directive will be given to the Contractor in writing. The Contractor shall keep cost and other Project records related to the acceleration directive separately from the normal Project cost records and shall provide a written record of acceleration costs to the City on a daily basis.

In the event the Contractor believes that some action or inaction on the part of the City constitutes an acceleration directive, the Contractor shall immediately notify the City in writing that the Contractor considers the actions or inactions an acceleration directive. The Contractor shall not accelerate their work efforts until the City responds to the written notification. If acceleration is then directed or required by the City, all cost records referred to in the previous paragraph shall be maintained by the Contractor and provided to the City on a daily basis.

In order to recover additional costs due to acceleration, the Contractor must document that additional expenses were incurred and paid by the Contractor. Labor costs recoverable will only be overtime or shift premium costs or the cost of additional laborers brought to the site to accomplish the accelerated work effort. Equipment costs recoverable will only be the cost of added equipment mobilized to the site to accomplish the accelerated work effort. 6-2 PROSECUTION OF THE WORK [Replace the first sentence the following:] To minimize public inconvenience and possible hazard and to restore street and other work areas to their original condition and state of usefulness as soon as practicable, the Contractor shall diligent prosecute the Work to completion and ensure that the construction of ARHM or FRAC overlay for any given portion of the roadway is completed no later than two (2) working days following the cold-milling of the same portion of roadway. [Add to this section]
Construction Phasing/Scheduling Limitations:
• Construction Phasing:
o Contractor shall submit a construction phasing plan to the City for review and approval prior to starting work. Phasing plans shall be prepared in accordance with the phasing requirements and the conditions included in the project specifications.

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• Traffic Control:
o Traffic Control setup at each location shall confirm to CA-MUTCD (Latest Edition) requirements and typical applications and shall be maintained on a daily basis by the contractor.
• Resident Access:
o Contractor shall ensure that access is maintained in the morning and open by the end of each working day for each resident within the project limits. Working hours, as stated in Section 6-3, shall be maintained, and the contractor’s operations shall be phased in such a manner to allow full access to residents during non-working hours.
• Localized Concrete Improvements (Curb/Gutter, Ramps, etc.):
o All concrete improvements shall be completed prior to the start of any pavement grinding or reconstruction activities.
o Contractor’s operations shall be scheduled in such a way that no ramp or portion of sidewalk is left excavated, demolished, or formed over the weekend. o It shall be the contractor’s responsibility to properly barricade the work area during non-working hours and to set up appropriate pedestrian detour/signage until the work is completed
o Driveway access to each property shall be maintained at the end of each working day. Contractor shall ramp or plate the driveways to maintain access. 6-3 TIME OF COMPLETION.
6-3.1 General. [Add the following to this section]:

The time for completion shall be as set forth in the General Specifications. “The Contractor shall complete all work under the Contract within thirty (30) consecutive working days after the date on the Notice to Proceed.

The Contractor shall ensure the availability of all material prior to the start of work. Unavailability of material will not be sufficient reason to grant the Contractor an extension of time for 100 percent completion of work.”
Working Days. “Any City holiday, defined as January 1st, the third Monday in January (Martin Luther King Day), the third Monday in February (President's Day), the last Monday in May (Memorial Day), July 4th, the first Monday in September (Labor Day), November 11th (Veterans Day), the fourth Thursday and Friday in November (Thanksgiving and Friday after), December 24th through December 31st.”
Working Hours. Normal working hours are limited to 8:30 a.m. to 4:30 p.m., Monday through Friday.

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The Contractor, subcontractors, suppliers, etc., shall not generate any noise at the work site, storage sites, staging areas, etc., before or after the normal working hours prescribed above.

Should the Contractor elect to work outside normal working hours, Contractor must first obtain special permission from the Engineer. The request may be for 4:30 p.m. to 6:30 p.m. on weekdays or 8:30 a.m. to 4:30 p.m. on Saturday only. A request for working during any of these hours must be made at least 72 hours in advance of the desired time period. A separate request must be made for each work shift. The Engineer reserves the right to deny any or all such requests. Additionally, the Contractor shall pay for supplemental inspection costs of $205.00 per hour when such time periods are approved.
6-3.2 Contract Time Accounting. [Add the following to this section]:

The Contractor's activities shall be confined to the hours between 8:30 AM and 4:30 PM, Monday through Friday, excluding holidays, unless otherwise specified. Work shall be prohibited any time on Saturday, Sunday or Federal Holidays except as provided herein. Deviation from these hours will not be permitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property.

In the event of either a requested or emergency deviation, inspection service fees will be charged against the Contractor. The service fees will be calculated at overtime rates (premium time) including benefits, overhead, and travel time and are established based on the City’s current fee schedule or professional services agreement for construction inspection services. The service fees will be deducted from any amounts due the Contractor.

Construction activities during City Special Events may be restricted by City to exclude all or part of the work on primary arterial or access roads to the Special Events as determined by Engineer.

The Contractor shall be responsible to ascertain the exact times of any such events within his proposed construction schedule which may restrict his operation and shall adjust his schedule accordingly. The construction restrictions shall only be for the actual days the events occur. All costs for maintaining traffic control, protection of work site and re-mobilization shall be deemed as included in the lump sum contract for their respective items and no additional compensation will be allowed.
6-3.3 Completion, Acceptance, and Warranty. [Add the following section]:

Work will be deemed completed on the same date when the Notice of Completion is recorded with the County of Orange.
6-4 DELAYS AND EXTENSIONS OF TIME.
6-4.1 General. [Add the following to the end of this section:] No time extension shall be granted unless the claimed delay meets each and every of the following conditions:
(a) The delay was caused by unforeseen events and was beyond the control of Contractor and its subcontractors and material suppliers;
(b) The delay was caused by events of which Contractor was not advised at or before the time of bidding;

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(c) The delay impacted and delayed (i) the controlling items of Work (i.e., the as-built critical path, as determined from the as-planned schedule and the actual progress of the Work), or (ii) the Completion of the whole Work within the Contract time; (d) The delay was not caused by Contractor or its subcontractors or suppliers, including but not limited to their breaches of contract or the standard of care; (e) The delay was not associated with loss of time resulting from the necessity of submittals to CITY for approval, or from necessary CITY surveys, measurements, inspections and testing; (f) The delay was not caused by usual or common weather for the time of year, including usual or common severe weather; and
(g) The delay could not have been prevented by the exercise of care, prudence, foresight, and diligence by Contractor.

Excusable delays may include acts of God, acts of public enemy, acts of the Owner or anyone employed by it, acts of another contractor in performance of a contract (other than this Contract) with the CITY, fires, floods, epidemics, quarantine restrictions, labor disputes, unusually and uncommonly severe weather for the time of year, unforeseen site conditions, or delays of subcontractors due to such causes. CITY shall take into consideration other relevant factors such as concurrent delays.

Contractor has the burden of proving that any delay was excusable, including but not limited to an analysis that establishes no concurrency.

No extension of time will be granted for an excusable delay caused by a shortage of materials unless the Contractor furnishes to the Engineer documentary proof that the Contractor has made every effort to obtain the materials from all known sources within reasonable reach of the Work in a diligent and timely manner, and further proof in the form of supplementary progress schedules that the inability to obtain the materials when originally planned did in fact cause a delay in final Completion of the entire Work which could not be compensated for by revising the sequence of the Contractor's operations. The term "shortage of materials" shall apply only to materials, articles, parts or equipment which are standard items and are to be incorporated in the Work. The term "shortage of materials" shall not apply to materials, parts, articles or equipment which are processed, made, constructed, fabricated or manufactured to meet the specific requirements of the contract. Only the physical shortage of material will be considered under these provisions as a cause for extension of time. Delays in obtaining materials due to priority in filling orders will not constitute a shortage of materials. 6-4.3 Payment for Delays. [Replace paragraph with the following:] To be compensable, an excusable delay must be one for which the CITY is responsible, where the delay was unreasonable under the circumstances involved, and where the delay was not within the contemplation of the parties; however, Contractor shall not be entitled to monetary compensation when (a) Contractor could have reasonably anticipated the delay and avoided or minimized the cost impacts of it, such as judicious handling of forces, equipment, or plant, (b) there was a concurrent delay which does not qualify for monetary compensation under this paragraph, (c) the cause of the delay was reasonably unforeseen by the CITY or the delay was caused by factors beyond the control of the CITY, including but not limited to a delay under Section 2.2.8 above or a delay caused by a utility company’s failure to perform despite CITY’s reasonable arrangements for such performance; or (d) any other defense available to CITY

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under law or equity applies. Contractor has the burden of proving that any delay was excusable and compensable, including an analysis that establishes non-concurrency.

The Contractor may not seek damages for delay of a planned Completion of the Work before the contractual deadline for Completion of the Work.
6-9 LIQUIDATED DAMAGES. [Add the following to this section]:

It is agreed by the parties to the Contract that time is of the essence and that in the case that all the work is not complete before or upon the expiration of the time limit set forth, damage will be sustained by the City. For each consecutive calendar day in excess of the time specified for the completion of the work, the Contractor shall pay to the City $2,500.00. In addition, the City shall have the right to charge to the Contractor and to deduct from payments for the work the actual cost to the City of engineering, inspection, superintendence, and other overhead expenses, which are directly chargeable to the Contract and which accrue during the period of such delay. The expenses and damages described above shall be deducted from any money due the Contractor under this contract. The Contractor and his sureties shall be liable for any excess cost. 6-9.1 Additional Liquidated Damages. [Add the following section]:

Additional liquidated damages will also be assessed in the amount of $500.00 per calendar day for failure to follow a construction schedule or timely submit periodic progress reports as described in Section 6 of these Special Provisions.

Additional liquidated damages will also be assessed in the amount of $500.00 per calendar day for failure to mobilize to the Project site within 10 working days of the date of the Notice of Proceed as specified in these Special Provisions.

Additional liquidated damages shall be assessed in the amount of $1,000.00 per day for failure to restore damaged utilities within three (3) working days as specified in Section 5 of these Special Provisions.

Additional liquidated damages shall be assessed in the amount of $1,000.00 per day for failure to stripe any portion of street after slurry seal operations / asphalt overlay operations within the time limits specified in Section 314 of these Special Provisions.

Additional liquidated damages shall be assessed in the amount of $1,000.00 per day for failure to place concrete sidewalk and/or curb ramps after demolition of said concrete within the time limits specified in Section 303-5.1.1 of these Special Provisions.

Additional liquidated damages shall be assessed in the amount of $500.00 per incident that the Contractor reduces the traveled way width beyond the hours specified in Section 7-10 of these Special Provisions without written authorization from the City.

Additional liquidated damages shall be assessed in the amount of $500.00 per day for failure to comply with, or implement, or maintain the Storm Water Pollution Protection Plan (SWPPP) or Water Pollution Control Plan (WPCP), as required, by the City’s NPDES permit with the Santa Ana or San Diego Regional Water Quality Board.

Additional liquidated damages shall be assessed in the amount of $500.00 per incident that the Contractor fails to install the Best Management Practices (BMP's) within 24 hours of notification as described in Section 7-8.6.2 of the Special Provisions.

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SECTION 7 - MEASUREMENT AND PAYMENT
7-3 PAYMENT.
7-3.2 Partial and Final Payment. [Add the following to this section]:

The closure date for periodic progress payments will be five (5) working days prior to the first Monday of each month. The final progress payment will not be released until the Contractor returns the control set of Plans and Specifications showing the as-constructed conditions. The City shall withhold from the final payment $15,000 in the event that the Contractor fails to return the control set of Plans and Specifications showing the as-constructed conditions.

SUBSTITUTION OF SECURITIES
In conformance with Public Contract Code Section 22300, the Contractor may substitute securities for any monies withheld by the City to ensure performance under the Contract Agreement.

At the request and expense of the Contractor, the Contractor has the option to deposit securities, which have been approved by the City, and deposited with a State or Federally chartered bank as the escrow agent. Said securities will be used as a substitute for retention earnings required to be withheld by the City, pursuant to the construction contract. The Contractor shall be the beneficial owner of any securities substituted for moneys withheld and shall receive interest thereon. Said securities shall have no obligation to any other construction contract for substitution of securities in lieu of retention. When the Contractor deposits the City approved securities with the escrow agent, the escrow agent shall notify the City within 10 calendar days of the deposit.

Said securities shall be evaluated quarterly by the escrow agent to verify the current market value.

If the current market value of said securities falls below the required amount, the escrow agent shall notify the Contractor and require additional securities and/or cash to be submitted for City approval, and be held in the escrow account to meet the Contractor's obligations. Said securities shall be held by the escrow agent until such time as the escrow agent receives written notification from the City that the Contractor has satisfactorily completed his contract obligations.

Alternatively, the Contractor may request and the City shall make payment of retention earned directly to the escrow agent at the expense of the Contractor. The Contractor may direct the investment of the payment into securities and the Contractor shall receive the interest earned on the investments upon the same terms provided for securities deposited by the Contractor.

The type of securities deposited and the method of release shall be approved by the City Attorney's office.

The full five percent (5%) retention will be deducted from all payments. The City shall hold retainage from the Contractor and shall make prompt and regular incremental acceptances of portions, as determined by the City, of the Contract work, and pay retainage to the Contractor based on these acceptances. The Contractor, or subcontractor, shall return all monies withheld in retention from a subcontractor within 30 days after receiving payment for work satisfactorily completed and accepted including incremental acceptances of portions of the Contract work by the City. Federal law (49 CFR Section 26.29) requires that any delay or postponement of payment over 30 days may take place only for good cause and with the City’s prior written approval. Any violation of this provision shall subject the violating Contractor or subcontractor to the penalties, sanctions and other remedies specified in Section 7108.5 of the Business and Professions Code.

These requirements shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the Contractor or subcontractor in the event of a dispute

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involving late payment or nonpayment by the Contractor, deficient subcontract performance, or noncompliance by a subcontractor.

The final retention will be authorized for payment thirty-five (35) days after the date of recordation of the Notice of Completion. . The City may withhold from release of the final retention amounts authorized under Public Contracts Code Section 7107 and/or 125% of amounts identified in any Stop Notices received by the City.
7-3.3 Delivered Materials. [Add the following to this section]:

Materials and equipment delivered but not incorporated into the work shall not be included in the estimate for progress payment.
7-3.4 Mobilization. [Add the following to this section]:

Mobilization shall consist of preparatory work and operations, including but not limited to those necessary for the movement of personnel, equipment, supplies, and incidentals to the Project site; for the establishment of all offices, buildings and other facilities necessary for the work on this Project; and for all other work and operations which must be performed or cost incurred prior to beginning work on the various contract items on the Project site. Mobilization is deemed to include all aspects of mobilization and de-mobilization work occurring during the life of the Project for any reason.

Full compensation for mobilization shall be included in the Contract LUMP SUM price bid for Mobilization and shall include full compensation for all costs incurred by the Contractor for doing all the work involved in mobilization as specified herein, and no additional compensation will be allowed. Mobilization shall not exceed 5% of the entire bid, excluding mobilization and as shown in the Proposal Bid Sheet.
7-3.5 Contract Unit Prices
7-3.5.1 General. [Replace with the following]:

If a change is ordered in an item of work covered by a Contract Unit Price, and such change does not involve substantial change in character of the work from that shown on the Plans or specified in the Specifications, then no adjustment in payment will be made regardless of the quantity of work performed.

If a change is ordered in an item of work covered by a Contract Unit Price, and such change does involve a substantial change in the character of the work from that shown on the Plans or specified in the Specifications, an adjustment in payment will be made per 7-3.7. 7-3.5.2 [Delete entire section]
7-3.5.3 [Delete entire Section]
7-3.7 Agreed Prices. [Replace with the following]:

Agreed Prices are prices for new or unforeseen work established by mutual agreement between the Contractor and the Agency. If mutual agreement cannot be reached, the Engineer may direct the Contractor to proceed on the basis of Extra Work in accordance with Section 7-4. 7-4 PAYMENT FOR EXTRA WORK.

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7-4.2 Basis for Establishing Costs.
7-4.2.1 Labor [Amend as follows]:

Delete “Workers Compensation Insurance and Liability Insurance” from the “employer payments” in the first paragraph.
7-4.3 Markup.
7-4.3.1 Work by the Contractor. [Replace with the following]:

The following percentages shall be the maximum added to the Contractor’s costs and shall constitute the markup for all overhead, profits, Workers Compensation Insurance & Liability Insurance;
1) Labor 20
2) Materials 15
3) Equipment Rental 15
4) Other Items and Expenditures 15
To the sum of the Costs and markups provided for this subsection, one percent shall be added as compensation for bonding. In any event, notwithstanding the above markups, the total labor mark-up shall not exceed 33% of the base labor hourly pay rate. No additional compensation shall be allowed.
7-4.3.2 Work by a Subcontractor. [Replace with the following]:

When all or any part of the extra work is performed by a Subcontractor, the markup established in 7-4.3.1 shall be applied to the Subcontractor’s actual cost of work. A markup of ten percent (10%) on the first $5,000 of the subcontracted portion of the extra work and a markup of five percent (5%) on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor.

The markups mentioned hereinafter shall include, but are not limited to, all costs for all forms of insurance and the services of superintendents, project managers, timekeepers and other personnel not working directly on the change order and pickup or yard trucks used by the above personnel. These costs shall be reported as labor or equipment elsewhere except when actually performing work directly on the change order and then shall only be reported at the labor classification of the work performed.

SECTION 9 – FACILITIES FOR CONTRACT PERSONNEL. [Add this section]:
9-1 EXTENDED FIELD OFFICE OVERHEAD COST.

Within fourteen (14) calendar days after receipt of the Notice to Proceed, the Contractor shall submit written statement to the City detailing its field office overhead costs which are time related.

The City will review this first cost submittal and reach a written agreement with the Contractor on a daily field office overhead cost rate which shall be memorialized in a no cost change order. The daily rate agreed to in this change order will be applicable throughout the duration of the Contract.

No field office costs will be paid until such an agreement is reached between the City and the Contractor and the change order concerning this daily rate is executed by both parties. Progress

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payments will be withheld pending receipt of the above-referenced cost submittal and executed change order.

The individual cost components of the daily field office overhead rate shall represent costs which increase as a direct result of any time extension caused solely and exclusively by an act or omission of the City. This listing may include such cost items as on-site project management, supervision, Engineering and clerical salaries; on-site utilities and rent; on-site company vehicles and their operating expenses; and site maintenance and security expenses. Field office overhead costs which are unaffected by increased time shall not be allowable cost in calculating the daily field office overhead rate. These non-time related costs include, but are not limited to, acquisition and installation of stationary equipment; temporary construction facilities; utilities and office furnishings (unless such items are rented or leased); the preparation of the site including clearing, grubbing, grading, fencing, mobilizations and demobilization costs; and the costs of permits, bonds and insurance coverage for the Project.

The individual wage cost components used to calculate the daily field office rate shall be supported by actual employee payroll records, not salary ranges or estimates. Hourly rates for management, supervisory, engineering, and clerical employees shall be based upon 2080 work hours per year and shall not include allowances for holidays, vacations, or sick time.

When applicable, the daily field office overhead rate shall be multiplied by the number of days the Contract is delayed or extended by change order and shall be added to the agreed upon change order cost. The days of delay shall be those caused solely by the acts or omissions of the City and documented by a time impact analysis prepared and submitted by the Contractor. In the event a deductive change order is issued which reduces time under the Contract, the daily field office overhead rate shall be used to calculate the deductive amount. No allowance for overhead costs and no profit allowance shall be added to the extended field office overhead cost.

SECTION 10 - RESPONSIBILITIES OF THE CONTRACTOR [Add this section]:
10-1 CONTRACTOR'S EQUIPMENT AND FACILITIES.
10-1.1 General.

Conduct of the Work. The Contractor shall behave, at all times, in a courteous, professional manner. While on site, or entering or exiting the site, there shall be no extraneous activity that might cause disruption to the Project site, surrounding areas, or residents. Failure to comply may result in the suspension of work, or removal of contractor’s staff from the Project.

Noise Levels. A noise level limit of 86 dbA at a distance of fifty feet (50') shall apply to all construction equipment on or related to the job whether owned by the Contractor or not. The use of excessively loud warning signals shall be avoided except in those cases required for the protection of personnel.
10-2 COOPERATION AND COLLATERAL WORK.

The Contractor is advised as to the possibility of other construction projects within the proposed construction zone by the City, other governing agencies or private enterprises. In the event of such projects, the Contractor shall coordinate with the applicable parties as to the extent of any time required to complete their work and shall schedule its work and conduct its operations so as to permit access and time as required for the concurrent work. The Contractor shall immediately notify the City Engineer in the event of a delay in scheduling caused solely by this concurrent

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work. Payment for the above, if any, shall be deemed as included in the items of work as shown on the proposal bid sheet and no additional compensation will be allowed. 10-3 PROJECT SITE MAINTENANCE.
10-3.1 Cleanup and Dust Control.

The Contractor shall keep adjacent properties clean and free of rubbish and debris in a timely manner as necessary and/or as directed by the Engineer.

The Contractor shall implement effective handling, storage, usage, and disposal practices to control material pollution and manage waste and nonstormwater at the job site before they come in contact with storm drain systems and receiving waters. 10-3.1.1 Construction Cleaning [Add the following section]:

The Contractor shall:
(a) Initiate and maintain a daily program to prevent accumulation of debris on-site and along access roads and haul routes. Maintain areas under Contractor's control free of waste materials, debris, weeds 6” high, and rubbish. Maintain site in a clean and orderly condition. (b) Provide suitable covered containers for deposit of debris and rubbish. Dispose of accumulation of extraneous materials, prohibit overloading of trucks to prevent spillages on access and haul routes and provide daily inspection of haul routes to enforce requirements. (c) The Contractor shall supply self-loading motorized street sweepers equipped with a functional water spray system as part of his daily program. (d) Schedule at a minimum, weekly collection and disposal of debris. Provide additional collections and disposals of debris whenever the weekly schedule is inadequate to prevent accumulation.

The Contractor shall remove debris from closed or remote spaces prior to closing the space, control cleaning operations to minimize dust and other particulates and immediately remove clay and earth which adhere to the paved surface of the roadway. Remove by hand scraping, washing, sweeping, and/or other method(s) which will leave a clean non-skid surface without impairing, injuring or loosening the surface.

The Contractor is required to control dust throughout the life of the Contract. The control may be required by job conditions or City Engineer. In any case, the Contractor shall use water or other means to control the dust. No chemical agents may be used without written authorization from the Agency. The Contractor shall be solely responsible for safety problems, accidents or any other complications or claims arising from inadequate dust control.

No separate payment will be made for any work performed or material used to control dust resulting from the Contractor's performance of the work, or by public traffic, either inside or outside the right-of-way. Full compensation for such dust control will be considered as included in the price paid for the various items of work involved.

No separate payment will be made for any work performed or material used in cleaning the Project. Full compensation for such cleaning shall be considered as included in the price paid for the various items of work involved and no additional compensation will be allowed therefore.

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10-4 WATER POLLUTION CONTROL
10-4.1 Best Management Practices (BMPs)
Per the Federal Clean Water Act, the Contractor is required to eliminate pollution to waters of the United States in regards to this Project. This Project will require the Contractor to implement “Best Management Practices”.

The Contractor shall submit a Water Pollution Control Plan (WPCP) as detailed in Appendix A.

The Contractor shall confirm that all of the Best Management Practices (BMP’s) have been adequately detailed that addresses his or her anticipated construction operations and meets the intent of the NPDES requirements. After the Notice of Award, the Contractor shall submit to the City a finalized and signed WPCP, which establishes the construction BMP requirements, for review and approval. No work will be allowed to begin without an approved WPCP on file with the City.

The Contractor shall utilize Best Management Practices (BMP’s) outlined in the WPCP during construction to ensure that sediment from storm runoff and construction activities does not enter storm drains. Some of the primary Water Pollution Control measures anticipated for this Project include, but are not limited to, covering all storm drain inlets in the Project vicinity with water permeable fabric and gravel bags prior to performing any adjacent AC grinding, removal or paving operations or PCC ramp lip grinding; properly fueling and cleaning all equipment/vehicles; maintaining an ample supply of gravel/sand bags on-hand when excavating new PCC sidewalk/ramp/curb/gutter improvements in the event of rain; properly containing all PCC treatment materials such as the coloring agents, exposed aggregate etching chemicals and surface treatment chemicals required to install the detectable warning mats; properly covering all incoming material trucks and all out going debris hauling vehicles; providing restroom facilities for workers; and regular street sweeping of the work area and haul routes to the satisfaction of the Owner’s Representative.

The requirements of all of the following agencies shall be met and maintained and where there is a conflict between requirements, the most stringent requirement shall govern.

1. San Diego Regional Water Quality Control Board

2. Santa Ana Regional Water Quality Control Board

3. County of Orange
10-4.1.2 Payment
Full compensation for conforming to Subsection 7-8.6, including providing all necessary Best Management Practices shall be considered as included in the Contract LUMP SUM price for Water Pollution Control Plan and BMP Implementation and shall include finalizing and implementing the WPCP in accordance with the “Draft” WPCP and as detailed herein, and shall include full compensation for encroachment permit processing as related to the WPCP, furnishing all labor, tools, materials, and incidentals for implementing said approved / finalized WPCP. 10-5.1 Payment.

The Contract LUMP SUM price bid for the Traffic Control & Noticing bid item shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the traffic control related work involving placing, removing, storing, maintaining, moving to new locations, replacing and disposing of the components of traffic control system as specified in the

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Standard Specifications and these specifications and as directed by the City. The lump sum price shall also include steel plates and temporary AC including installation and removal; all associated temporary signing and striping; flashing arrow signs; flagging and/or flagmen costs; night work; Project notifications; and changeable message signs at the Project site, and no additional compensation will be made therefore.
10-6 CONTRACTORS RESPONSIBILITIES FOR WORK
Until Acceptance of the Work, the Contractor shall have the responsibility, charge and care of the Work and of the materials to be used therein (including materials for which it has received partial payment or materials which have been furnished by the City) and shall bear the risk of injury, loss or damage to any part thereof by the action of the elements or from any other cause, whether arising from the execution or from the non-execution of the Work.

The Contractor shall rebuild, repair, restore, and make good all injuries, losses, or damages to any portion of the work or the material occasioned by any cause before its completion and acceptance and shall bear the expense thereof. Where necessary to protect the work or materials from damage, the Contractor shall at his expense provide suitable drainage and erect such temporary structures as are necessary to protect the work or materials from damage. The suspension of the work from any cause whatever shall not relieve the Contractor of his responsibility for the work and materials as herein specified. If ordered by the City Engineer, the Contractor shall at his expense properly store materials which have been partially paid for by the City or which have been furnished by the City.

Such storage by the Contractor shall be on behalf of the City, the City shall at all times be entitled to the possession of such materials, and the Contractor shall promptly return the same to the site of the work when requested. The Contractor shall not dispose of any of the materials so stored, except on written authorization from the City.

In an emergency affecting the safety of life or property, including adjoining property, the Contractor, without special instructions or authorizations, is authorized to act at his discretion to prevent such threatened loss or injury, and he shall so act as though instructed to do so by the City.

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PART 2 - CONSTRUCTION MATERIALS
SECTION 200 – ROCK MATERIALS
200-1 ROCK PRODUCTS.
200-1.1 General. [Add the following to this section]:

Coarse aggregate is material retained on the No. 4 (4.75 mm) sieve and fine aggregate is material passing the No. 4 (4.75 mm) sieve.

Materials may be sampled at any time until final formal acceptable of the Work. 200-1.1.3 Source. [Add the following section]:

Before beginning Portland cement concrete, asphalt concrete, and slurry seal work, the Contractor shall submit the name of the supplier to the Engineer as specified in 3-8. The supplier shall have on file with the Agency mix designs for Portland cement concrete conforming to 201-

1.1, asphalt concrete conforming to 203-6.2, and slurry seal conforming to 203-5.4.2, when required by Specifications.
200-1.1.2 Statistical Testing. [Add the following to this section]:

Whenever the results of an individual test for any property of a material, other than concrete compressive strength, does not comply with the limits specified for the moving average should the next test be of the same value as that of the test being considered, the production of that material shall be suspended until corrective changes have been made by the Contractor and test indicate that the quality of the next material to be used in the work complies with that specified moving average.

SECTION 201 – CONCRETE, MORTAR, AND RELATED MATERIALS
201-1 PORTLAND CEMENT CONCRETE.
201-1.1 Requirements.
201-1.1.1 General. [Add the following to this section]:

The same brand, type and source of cement and aggregate shall be used for all Portland Cement Concrete. All concrete used on the Project shall be 560-C-3250. Type II/V cement shall be used. 201-1.2 Materials.
201-1.2.1 Cement. [Add the following]:

Portland cement shall be Type II/V.
201-1.2.5.3 Fly Ash. [Delete this Section and Add the following]:

Fly ash shall not be used.
201-2 REINFORCEMENT FOR CONCRETE.

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201-2.2 Steel Reinforcement. [Add the following]:

All reinforcing steel shall be Grade 60 unless otherwise shown on Plans.

SECTION 203 - BITUMINOUS MATERIALS
203-6 ASPHALT CONCRETE.
203-6.1 General. [Add the following to the end of the subsection:] Asphalt concrete mixes shall comply with Orange County Public Works Standard Plan 1805 requirements, subject to the following clarifications:

Surface Course AC: ½” Type IIIC3 PG 64-10 R20
Base Course AC: ¾” Type IIIB2 PG 64-10 R20
Leveling Course AC and Miscellaneous AC Placement (Hand patching): 3/8” Class D2 PG 64-10 R20
Sampling and Testing
The City Engineer shall have the right to obtain samples of all materials to be used in the work at any stage of the production and construction process and to test such samples for the purpose of determining specification compliance.

Materials that failed the tests shall be replaced by the Contractor, and retesting for specifications compliance shall be at the Contractor's expense
SECTION 211 - MATERIAL TESTS
Proposed off-site fill material shall be inspected, tested and laboratory report issued prior to use in the work. Suitable excavated materials removed to accommodate new construction may be used as fill material subject to Soils Engineer's inspection and approval. 211-1.2 Field Density. [Add the following to this section]:

Field density tests will be made by the Engineer during the course of construction at the expense of the CITY. If field density tests indicate that any portion of the compacted sub-grade has density or moisture level lower than that specified, the Contractor shall rework that portion until the specified density and moisture level is obtained. Retest of areas, which have failed compaction, will be performed by the Engineer at the Contractor's expense.

SECTION 214 – TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS [Replace the entire Section with the following]:
214-1 GENERAL.

Traffic stripes and pavement markings shall conform to the State Standard Specifications as described in these specifications.

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PART 3 - CONSTRUCTION METHODS
SECTION 300 EARTHWORK
300-1 CLEARING AND GRUBBING.
300-1.1 General. [Add the following to this section]:

In addition to the work outlined in Subsection 300-1 of the Standard Specifications, the following items of work are included under Clearing and Grubbing unless otherwise covered by a specific bid item.

1. Mobilization work and operations per Subsection 7-3.4.

2. Documentation of existing conditions per Subsection 300-1.2 of these specifications.

3. Hand removal and disposal of all vegetation, trees, tree roots, trash and other objectionable material from the affected portion of the project and areas adjoining thereto.

4. Maintain dust control at all times by sweeping; including developing a water supply and furnishing and placing all water required for work done in the contract, including water used for extra work and water used for irrigation purposes.

5. Protection of utilities, trees, shrubs, fences, walls, and other facilities within the construction zone, except those specifically directed by the Engineer to be removed or relocated.

6. Daily cleanup work site including streets, sidewalks and driveways. Daily litter removal.

Daily and as needed street sweeping as specified herein. Recycling of waste materials and provisions for refuse containers from CR&R.

7. Clearing and removal of debris from site of work.

8. Removal of structures, as directed by Engineer to be removed or abandoned.

9. Delay in work necessary to accommodate utility relocations by others.

10. Other items of work as directed in these specifications. 300-1.1.1 Preservation of Property. [Add the following section]:

Prior to start of demolition, the Contractor shall document existing conditions adjoining Project limits to establish preconstruction conditions that might be misconstrued as damage caused by site clearing. Contractor shall use sufficiently detailed photographs and videotape to document existing conditions of any damage. Contractor shall provide photographs and videotape to the Engineer upon request. Payment for this work shall be included in all other items of work and no additional compensation will be allowed.
300-1.2.1 Removal and Disposal of Materials. [Add the following section]:

All materials removed, except for materials indicated to be relocated or salvaged, become the property of the Contractor and shall be hauled to and lawfully disposed of at a site secured by the Contractor. The Contractor will provide the Engineer with a letter indicating the final disposition of materials hauled away and disposed offsite from the Project within five (5) working days after Project completion. No removed materials shall be left within the Project limits overnight.

Any existing irrigation system interfering with construction of new improvements shall be removed and relocated. Payment for removal and relocation of interfering existing irrigation system will be

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considered as included in the item of work interfering with the existing irrigation system and no additional compensation will be allowed.

Any curb drain or parkway drain within limits of removal shall be removed and replaced in kind.

Payment for removal and reconstruction or curb drain and parkway drain will be considered as included in the item of work removing the adjacent curb or sidewalk and no additional compensation will be allowed.

Prior to the removal of materials, the Contractor shall coordinate with the regional notification center (Underground Service Alert of Southern California) to mark out all existing utilities per Section 402. Contractor shall confirm location and depth of all existing utilities per Section 402 in order to avoid damage to them during removal operations. 300-1.1.3 Bituminous Pavement. [Add the following section]:

Prior to removal of bituminous pavement, saw cutting, excavation, or cold milling, the Contractor shall scan the work area using a metal detector of adequate strength to located manholes, valves, utility access covers or any other metal appurtenances buried below the existing pavement surface whether shown on the Plans or not. Contractor shall be responsible for locating these utilities, and if any are found that aren’t shown on the Plans, Contractor shall inform the Engineer for direction on disposition of utility.

Unless specified on Plans to be cold milled, all bituminous pavement shall be saw cut to full depth in a straight line with a power driven saw and completely removed. Where only the surface of existing bituminous pavement is to be removed, the method of removal shall be cold milling per Section 404 and a minimum laying depth of two (2) inches of new pavement material shall be provided at the join line.
300-1.1.4 Payment. [Add the following to this section]:

Compensation for Clearing and Grubbing shall be included in all other items of work and no additional compensation will be allowed.
300-1.2 Root Pruning and Tree Trimming. [Add the following]:
303-1.2.1 Root Pruning.

1. Cut tree roots along both side of walk area, and behind existing edges to a minimum of 20-inches deep.

2. Tree roots will not be cut up to the base of the trunk.

3. All tree root cutting will be approved by the City’s representative.

Root pruning equipment shall be specifically designed for this purpose, sharpened adequately to sever roots in a clean manner, and equipped with padded tracks or rubber tires to prevent scraping or marking of sidewalks.

All cuts shall be backfilled whether immediately upon completion of root pruning or upon completion of sidewalk and curb and gutter repairs and root barrier installation provided that adequate warning devices are placed and maintained at each location. Backfill material shall consist of dirt, Crushed Aggregate Base or crushed miscellaneous base.

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The Contractor shall repair or replace sprinkler system and all utility service connections within the right-of-way which are damaged or removed as a result of the root pruning operation. Repairs shall be initiated immediately and completed by the end of each working day. Repairs and replacements shall be at least equal to existing improvements, and shall match them in finish and dimension, and will be done at Contractor’s expense.
300-1.3.1 General. [Add to this section:]
The work shall be done in accordance with Section 300-1.3.2 of the Standard Specifications except as modified and supplemented herein. Joins to existing pavement lines shall be full depth sawcuts. Final removal between the sawcut lines may be accomplished by the use of jackhammers or sledgehammers. Pavement breakers or stompers will not be permitted on the job. The Engineer must approve final removal accomplished by other means.

The Contractor shall maintain the job site in a clean and safe condition. The Contractor will remove any broken concrete, debris or other deleterious material from the job site at the end of each workday. All areas of roadway removal and replacement shall have a minimum trench width of 3-feet to facilitate maximum compaction. Contractor shall meet with the Engineer to mark out the areas of roadway removal and replacement.”
300-1.3.2 Requirements. [Add the following]:
(a) Bituminous Pavement. It shall be the Contractor’s responsibility to dispose of all suitable bituminous pavement at a recycling facility. The expense for such work shall be deemed as included in the unit price for various items of work in the contract. No additional compensation will be allowed.
(c) Concrete Curb, Walk, Gutters, Cross Gutters, Driveways, and Alley Intersections.

Replace the first sentence of this Section with: “Saw cuts shall be neatly made to a minimum of two (2) inches.” Replace the words “1-½ inch” of the last sentence with the words “two (2) inches”. (d) Miscellaneous
In addition to the work outlined in Subsection 300-1 of the Standard Specifications, the following items listed below will not be paid separately. The expenses for such work shall be deemed as included in the price bid for various bid items and no additional compensation will be allowed.

1. Tree removal and relocation, as required.

2. Removal of interfering portions of fences, planters, sign foundations, vegetation and irrigation systems.

3. Maintain dust control at all times by watering.

4. Protection of utilities, trees, fences, walls signs and other facilities within the construction zone, except those directed to be removed or relocated.

5. Relocation of existing parking bumpers, flag poles, posts, guard posts, curb drains, mailboxes and private property lighting systems not covered under other items of work.

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6. Removal and salvaging of existing signs.

7. Removal and salvaging of existing bus shelters, street furniture and other appurtenances.

8. Removal of existing A.C. berm.

9. Removal of existing parkway drainage improvements such as curb drains, parkway culverts, etc.

10. All sawcutting of existing A.C. pavement and concrete pavement surfaces necessary to facilitate construction of the project.

11. Notifying owners of all newspaper machines and vending machines to remove their facilities from street. Contractor shall remove and dispose of said facilities if no action is taken by Owner.

12. Removal of any other items within the work zone which are not accounted for under individual items of work in these specifications.
300-1.4 Payment. [Add the following]:

Unless otherwise specified, compensation for clearing and grubbing shall be included in the Remove & Replace Existing Curb Ramp bid item and no additional compensation will be allowed. Payment shall include full compensation furnishing all labor, materials, tools, equipment and doing all work involved in clearing and grubbing as specified. 300-1.5 Solid Waste Diversion. [Add section.]
Non reinforced concrete and asphalt wastes generated from the job site shall be disposed of at a facility that crushes such materials for reuse. Excess soil and other recyclable solid wastes shall not be disposed of at a sanitary landfill.

The Contractor shall maintain monthly tonnage records of total solid wastes generated and solid wastes disposed of at a sanitary landfill. The Contractor shall report said tonnage monthly to the Engineer on a form provided by the Engineer and provide appropriate confirmation documentation from the recycling facility.
300-2 UNCLASSIFIED EXCAVATION.
300-2.1 General. [Add the following to this section]:

Unclassified Excavation shall consist of all saw cutting and excavation of existing roadway as necessary to construct the proposed AC “dig-out” improvements as directed by the Engineer.

Removals in AC pavement shall be minimum 3 inch depth and in PC concrete minimum 3 inch depth, or as directed by the Engineer.

Removal shall be done in accordance with Section 300-1 and Section 401 of the Standard Specifications and these Special Provisions.

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The Contractor shall be responsible for locating and protecting manhole, water valve and utility access frames and covers or other metal appurtenances buried below the existing surface, whether shown on the plans or not.

All existing asphalt concrete pavement that is to be joined by new construction shall be saw cut in a straight line the full depth of the existing pavement. Contractor shall exercise due caution to avoid any disruption to the existing aggregate base that is to remain below the depth of removal called out on the plans. In addition, the Contractor shall not disturb or damage existing improvements to be protected in place. Any damage done by Contractor and/or its equipment shall be repaired or replaced as called out in Section 402 of the Standard Specifications at Contractor's expense. The Contractor shall call USA prior to excavation and shall “pothole” existing utilities that fall within the proposed pavement ‘dig-out” areas as necessary to determine their depth to avoid damaging said utilities.

Removal of existing pavement sections shall be to the depth required for construction of the replacement roadway sections as shown on the plans, estimated bid quantities (proposal) and/or as directed by the Engineer, and will include the removal of existing AC pavement and conflicting portions of aggregate base. All removed material becomes the property of the Contractor and shall be hauled and recycled/disposed of properly outside of the roadway right of way.

The use of pavement breaking equipment (stomper) is not permitted. No crushing operations by Contractor will be allowed at the job site or within the Laguna Hills City limits. Contractor shall price the unclassified excavation and other related bid items accordingly.

The Contractor shall excavate a length of section of roadway not to exceed the amount of removal and placement of AC base course that can be completed within the same working day. All excavations shall be backfilled as soon as permitted under the specifications so that when the job is closed for the day, the open excavation will be kept at a minimum and adjacent utilities will receive maximum backfill support.
300-2.9 Payment. [Add the following to this section]:

Payment for Unclassified Excavation shall be considered included in the Contract unit price bid items 4, 5, & 6 per EACH for Remove and Replace Existing Curb Ramp and shall include full compensation for all work required to complete removal and reconstruction of asphalt concrete areas complete in place including, but not limited to, over-excavation, saw cutting pavement, removal and disposal / recycle of excess material at a suitable site, surface preparation, compaction of the sub-grade to 90 percent relative compaction, and furnishing all labor, materials, tools, equipment and incidentals and no additional compensation will be allowed therefore. 300-4 UNCLASSIFIED FILL
300-4.9 Measurement and Payment. [Add the following to this section]:

Compensation for Unclassified Fill required for asphalt concrete slot paving or digouts, concrete improvements, or minor grading adjacent to concrete improvements shall be included in the cost of constructing those items and no additional compensation will be allowed.

SECTION 301 –SUBGRADE PREPARATION, TREATED MATERIALS, AND PLACEMENT

OF BASE MATERIALS
301-1 SUBGRADE PREPARATION

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301-1.3 Relative Compaction. [Add the following to this section]:

Cross gutters are to be placed directly on subgrade material which the top 6 inches has been compacted to a relative compaction of 95 percent.

SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION
303-5 CONCRETE CURBS, WALKS, GUTTERS, AND CROSS GUTTERS, ALLEY

INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS
303-5.1 Requirements.
303-5.1.1 General. [Add the following to this Section]:

Saw cuts shall be made at existing joints or cracks or at least 8 feet from an existing joint or crack, and if the saw cut is made at an existing crack, the saw cut shall include the crack within the removal area. Spandrel shall be saw cut a maximum 2 inches from curb face minimum 3 inch depth.

The Contractor shall verify with a “smart level” that the ADA required maximum ramp and sidewalk grades are not exceeded both when marking the required saw cut removal limits and when setting the concrete forms, prior to pouring any curb ramp locations. It shall be the Contractor’s responsibility to supervise and utilize the proper experienced personnel to ensure that the proper saw cut limits are established for all curb ramp locations. The City shall not be responsible to direct the Contactor’s crews or otherwise serve in this management capacity. The City shall be present to verity the concrete forms, prior to pouring any PCC construction improvements.

The Contractor shall verify with a “smart level”, string line and/or water testing that positive drainage is maintained. The City shall be present to verify the concrete forms, prior to pouring any concrete construction improvements.

Adjacent asphalt and base removal and replacement with full depth AC base course, associated with the curb and gutter reconstruction, shall be a minimum depth of 12-inches and a minimum width of 12-inches and shall conform to the requirements established elsewhere in these Special Provisions.

Note that existing traffic signal and interconnect conduits may be located at shallow depths under the existing PCC sidewalks at signalized intersections. The Contractor shall use extreme caution when removing existing PCC curb and gutter. The Contractor shall notify USA Dig Alert to identify existing utilities within the Project limits.

The sidewalk and curb ramp work shall include all related adjustments of pull boxes, pull box covers and protection of traffic signal poles and signs that fall within the proposed PCC ramp and sidewalk construction limits, unless otherwise called for on the plans. Curb outlets, surface drains, and grates located within the proposed ramp limits shall be protected in place or replaced in kind, as necessary, and such work shall be considered incidental to the unit cost per curb ramp.Since the adjustment of pull boxes and pull box covers may require lowering the pull box and pull box cover, said work shall also be considered to include the adjustment of conduit sweeps and conductors if they are found to encroach high enough into the new ramp finished surface plane.

It is the Contractor’s responsibility to review in the field in advance all existing pullboxes, which fall within the proposed PCC ramp construction limits, to confirm whether the existing conduit

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sweeps and conductors will encroach into the proposed finished surface when the pullboxes are adjusted to grade and to bid accordingly.

The contractor shall schedule his operations in such a manner that the duration of time between demolition of curb and gutter, sidewalk and/or curb ramps and concrete placement shall not exceed 72 hours, which includes weekends. Sidewalk and curb ramps shall be opened to pedestrian access on the day following the concrete placement. In addition, all forms shall be removed, irrigation systems shall be repaired, and backfilled placed within 72 hours following concrete placement at each of the curb and gutter reconstruction locations.

Section 6-9.1 of these specifications will apply for failure to adhere to these time limits.

Concrete curb ramp construction shall include a 3-foot deep by 4-foot wide rectangular truncated dome mat and 12” wide grooving layout per the latest Caltrans Standard Plan No. A88A and A88B. The truncated dome mat shall be yellow in color for all application.

A single panel cast-in-place truncated dome mat, constructed of Vitrified Polymer Composite (VPC) by Armor-Tile (800) 682-2525, www.armor-tile.com or approved equal, shall be required on all new curb ramps.

The truncated dome mat shall be installed across the entire width of the bottom of the curb ramp (typically 4-foot by 3-foot) and shall be installed per the manufacturer’s installation recommendations, and as directed by the Engineer.

At a minimum the Contractor shall adhere to the truncated dome mat manufacturer’s installation requirements including proper surface preparation and protection of the work and surrounding area.

Where retaining curbs are required at the back of curb ramp / sidewalk to make up for a difference in elevation between the existing grade and proposed curb ramp / sidewalk grade, the construction of said retaining curb shall be considered as part of the curb ramp / sidewalk work.

All work necessary to construct the improvements shall be confined to City right-of-way.

All excavation and forms necessary to construct the improvements shall not disrupt private property. In cases where improvements on private property need to be removed, prior approval from the Engineer or designee shall be obtained, and said improvements shall be replaced to its original condition to the satisfaction of the Engineer or designee. The contractor shall enter into a temporary agreement with the property owner to allow access for construction on private property. Such agreement shall be provided to the City immediately after signatures are obtained. Costs, if any, for obtaining authorization shall be deemed as included in all other items of work and no additional compensation will be allowed Contractor shall ensure that the protection of all existing facilities, structures, and improvements on public and/or private property are maintained throughout the entire Project duration, including, but not limited to, the following: walls, driveways, decorative/colored concrete, stamped concrete, fencing, catch basins, curb and gutter, striping, signs, fire hydrants, landscaping, irrigation, concrete, and asphalt. Any damage to existing public and/or private facilities, structures, utilities, traffic signal loops, and improvements shall be repaired to the satisfaction of the Engineer by the Contractor at no cost to the City.

For the purpose of forming the new curbs and gutters, curb ramp, and cross gutter, a minimum of one-foot wide strip of asphalt concrete pavement shall be removed adjacent to the new curb and gutter, ramp, or cross gutter. The strip shall be replaced with a 12" full depth asphalt concrete as directed by the Engineer.

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For the purpose of transitioning the new curbs and gutters, curb ramp, and cross gutter, a pavement transition may be required. The limits of removal shall be determined by the engineer.

The pavement transition shall be replaced with a 12" full depth asphalt concrete as directed by the Engineer.

No open trench (forming strip or pavement digout) shall be left unattended at any time. All trenches shall be backfilled and paved or covered with steel traffic plates at the end of each working day.

In addition to concrete curb and gutter construction that is related to the concrete curb ramp construction; Concrete curb and gutter that is constructed in conjunction with the new curb ramps shall not be constructed monolithic with the adjacent curb ramp or sidewalk.

Upon demolition and removal of existing concrete, expansive subgrade, as determined by the City, shall be prepared to comply with the provisions of Orange County Standard Plan 1204. The minimum depth of subgrade preparation shall be 12 inches, moisture conditioned to 5 percent over optimum moisture content, and compacted to at least 90 percent minimum relative compaction (ASTM D1557). All costs for subgrade preparation shall be considered incidental to curb ramp construction.

Where constructed over expansive subgrade, concrete shall be 5 inches minimum thickness and shall be doweled into adjacent curbs and flatwork with No. 3 reinforcing bars, doweled 7 inches into adjacent concrete at 24-inch centers. Construction joints shall be spaced a maximum of 5 feet apart. A 2-inch layer of aggregate base (CMB or CAB) shall be placed between the top of subgrade and the bottom of new concrete.
303-5.5 Finishing.
303-5.5.4 Gutter. [Add the following to this section]:

When the gutter is constructed, it shall be water tested. If any portion of the newly constructed gutter is shown to pond water, that portion, including curb if applicable, shall be removed, reconstructed and retested by the Contractor at no additional cost to the City. The exact limits of removal will be determined based on a survey conducted by City forces, unless otherwise directed by the Engineer.
303-5.9 Measurement and Payment. [Add the following to this Section]:

Payment for the Remove & Replace Curb Ramp bid items 4, 5, & 6 shall be included in the Contract unit price per EACH bid item as indicated in the bid schedule. The unit price shall include full compensation for all colored and non-colored concrete, spandrel repair, curb and gutter, cast in-place detectable warning surface (truncated domes), saw cutting, existing concrete and asphalt concrete removal and disposal, all related root pruning if any, all related forming, sub-grade preparation, all related adjacent sprinkler system modifications and adjustments, all replacement asphalt concrete pavement as required to provide room for concrete forms, protection of existing parkway drain pipe that outlet through the existing curb face if any, adjustment of all pull boxes (including the adjustment of conduit sweeps and conductors when conflicting), protection or replacement of grates and adjustment of other utility covers to the new grades, cross walk restriping, protecting existing improvements within and adjacent to the work, furnishing all labor, materials, tools, equipment and incidentals and for completing all work involved as specified herein, and as shown on the Project Plans and referenced standard plans. All existing traffic signal loops to be protected in place. The contractor will notify the City seven days in advance if

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disturbance of any traffic signal loops is unavoidable. The City will make arrangements to have the loops replaced by others.

Payment for concrete sidewalk, which is related to the concrete curb ramp construction, within the curb ramp and curb return areas, shall be included in the Contract unit price per Remove & Replace Existing Curb Ramp per OCPW Std. Plan 1115 bid item as indicated in the bid schedule.

Any concrete sidewalk removal required to construct new curb ramps per ADA required maximum curb ramp and sidewalk grades shall be included as part of the work for the curb ramp bid item.

Full compensation for this shall include but not be limited to, furnishing all labor, materials, tools, and equipment necessary for doing all work.

Retaining concrete curbs, which are required at the back of concrete curb ramps and sidewalks shall be paid for as part in the Contract unit price per Remove & Replace Existing Curb Ramp per OCPW Std. Plan 1115 bid items as indicated in the bid schedule and no additional compensation will be allowed.

Payment for all curb and gutter reconstruction performed in conjunction with curb ramp replacement shall be considered incidental to the curb ramp work and shall be included in the Contract unit pricer per each Remove & Replace Existing Curb Ramp bid items. Full compensation for this item shall include but not be limited to furnishing all labor, materials, tools and equipment necessary for doing all the work.

Payment for asphalt concrete for forming or transitioning improvements shall be included in the Contract unit price per each Remove & Replace Existing Curb Ramp per OCPW Std. Plan 1115 bid items as indicated in the bid schedule. Full compensation for this item shall include but not be limited to furnishing all labor, materials, tools and equipment necessary for doing all the work.

Adjacent asphalt concrete/aggregate base removal and replacement full depth asphalt concrete base course, associated with all concrete reconstruction work shall be included in the Contract unit price per Remove & Replace Existing Curb Ramp per OCPW Std. Plan 1115 bid item as indicated in the bid schedule and no additional compensation will be allowed. 303-9 SACK AND PATCH OF EXISTING CONCRETE CURB. [Add the following:] The work done under this section is for the restoration of existing curb. All work incidental to performance of the work shall conform to Section 303-5 and the following specifications and instructions below:

Sack and Patch Procedure
Filling Large Voids:

Remove all cracked and crumbling areas using the point of a heavy-duty trowel or using a sledge and cold chisel to break away any thin or loose edges, squaring off the edges. Use a wire brush to remove any crumbling materials. Then sweep away and collect, or vacuum all dirt and debris down to a solid base. Create temporary forms as necessary for the face of the curb. Wet the areas to be patched with water. Mix rapid-set cement according to manufacturer’s instructions. Apply the mix with a trowel, using heavy trowel pressure. Overfill slightly and then trowel smooth to match the surrounding concrete. Remove formwork and trowel face and top of curb smooth.

Sponge over the cement to smooth finish faces and tops. Allow cement mix to dry.

Filling Pits and Small Voids:

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Use a wire brush to remove any loose materials. Then sweep away and collect, or vacuum all dirt and debris down to a solid base. Make a mortar consisting of one-part cement and two-parts, by volume, of sand passing a No. 16 screen plus enough water such that the consistency of the mortar will be that of thick cream. Wet curb with water using a sprayer. Apply the mortar thoroughly over the area by rubbing in with clean burlap or a sponge rubber float so that it fills all pits. While the mortar is still plastic, rub the surface over with a drier mix of the same material. This removes all excess plastic material and places enough dry material in the pits to stiffen and solidify the mortar. The filings should then be flush with the surface. No material should remain on the surface above the pits. Allow to cure. As necessary for color-uniformity or finished texture, prepare a paintlike cement mixture consisting of cement and water and apply with a sponge or brush to the curb top and face. It may be necessary to blend the cement with white cement to obtain a color matching that of the surrounding concrete surface.

SECTION 309 – MONUMENTS
309-1 Description. [Add the following to this section]:

All work shall be performed by a California licensed land surveyor or civil engineer qualified to perform survey work. The work shall consist of searching and locating existing centerline survey monuments; tie existing locations; coordinate removal with City Engineer; reset monuments upon completion of construction; prepare 8 ½” by 11” size tie sheets showing location of monuments and ties; and file with City Engineer.

Monuments to be reset shall include all those found along centerline of streets within the Project boundary, all lot corner monuments disturbed by the construction shall be identified and protected or reset as necessary.
309-4 Payment. [Add the following to this section]:

The cost of all work described above and also including all costs of materials, labor, tools, equipment, and incidentals, and for doing all the work involved, complete in place, shall be included in the Contract LUMP SUM unit price bid for Construction Surveying and Monument Restoration, and no additional compensation shall be allowed.

SECTION 314 – TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT

MARKERS
314-4.3 Painted Traffic Striping and Curb and Pavement Markings.

Section 210 and Section 314 of the Standard Specifications for Public Works Construction are hereby replaced with the following:

Removal and replacement of existing Traffic Striping, Pavement Markings, Signing, Delineators and Pavement Markers shall conform to the provisions in Section 82, "Signs and Markers", Section 82-9, "Roadside Signs", Section 84-2, "Traffic Stripes and Pavement Markings", and Section 81-3, "Pavement Markers", of the State of California, Department of Transportation's Standard Specifications, latest edition and the State of California, Department of Transportation's Standard Plans, latest edition (hereinafter referred to as the State Standard Specifications and the State Standard Plans, respectively), where applicable and these Special Provisions.

Paint Traffic Stripes and Pavement Markings.

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Painting traffic stripes (traffic lanes) and pavement markings shall conform to the provisions in Section 84-1, "General," and 84-2, "Painted Traffic Stripes and Pavement Markings," of the State Standard Specifications and these Special Provisions.

The CONTRACTOR shall furnish the necessary control points for all striping and markings and shall be responsible for the completeness and accuracy thereof to the satisfaction of the ENGINEER.

MATERIALS - Materials shall conform to the provisions in Section 84 - "Materials," of the State Standard Specifications and these Special Provisions. All traffic striping and pavement markings shall be two coats of paint with glass beads unless otherwise approved by the City Engineer. A minimum of 7 days and a maximum of 14 days shall elapse between application of the first and second coats of paint.

The paint for traffic striping and markings shall be as follows:
• High Performance Water Borne, Rapid Dry, White - PERVO Paint Co. #6000, or approved equal.
• High Performance Water Borne, Rapid Dry, Black - PERVO Paint Co. #6002, or approved equal.
• High Performance Water Borne, Rapid Dry, Yellow - PERVO Paint Co #6001, or approved equal.

All lines, legends, crosswalks, limit lines, and shapes shall be paint.

The paint for concrete curbs shall be the following, or an approved equal:

1. PERVO Paint Co. #6004 Red
All paint shall meet SCAQMD Rule 1113.

Glass beads shall conform to State Specification 8010-004.

All pavement markings shall match City stencils.

Restoration of existing pavement striping and markings, including but not limited to crosswalks, limit lines, legends, and lane delineations, that are disturbed as a result of curb ramp removal and replacement shall be considered incidental to the curb ramp work. The CONTRACTOR shall restore all disturbed striping and markings to match existing conditions or as directed by the ENGINEER. Restoration shall conform to the provisions outlined in this section. All costs associated with removal and restoration of pavement striping and markings shall be included in the bid prices for curb ramp construction.

Measurement and Payment
Payment for Traffic Striping, Markers, and Markings shall be considered as included in the LUMP SUM bid for Remove and Replace Existing Curb Ramp per OCPW Std. Plan 115 and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in traffic stripes, and pavement markings, including establishing alignment for stripe and layout work as shown on the plans and as required in the Specifications.

Payment shall be made at the Contract lump sum price bid and shall include full compensation for all costs incurred by the Contractor for doing all the work involved as specified herein.

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PART 4 EXISTING IMPROVEMENTS
SECTION 400 - PROTECTION AND RESTORATION
400-2 PERMANENT SURVEY MARKERS. [Replace section in its entirety with the following:] The Contractor will be required to contract for the services of a Land Surveyor or Civil Engineer authorized to perform surveying services licensed in the State of California to perform the following services:

Establish the location of all monuments that are presently visible that will be disturbed as a result of the street resurfacing and reestablish said monuments at the completion of the project. The Surveyor will be required to tie out all existing monuments (only visible monuments will be required to be reset) that will be disturbed in conformance with all applicable state laws prior to the resurfacing operations.

The Surveyor shall prepare and furnish to the City Engineer, prior to any surfacing, a plan or sketch showing the locations of the monuments found and proposed to be preserved. The project may be subdivided into areas that may be submitted individually to allow the Surveyor to stay in front of the Contractor’s operations and not impede the Contractor’s progress. Upon completion of the resurfacing, the Surveyor shall reestablish all disturbed monuments in conformance with all applicable state laws.

The Licensed Land Surveyor shall file corner record(s) as required by Sections 8772 and 8773, et seq., of the California Business and Professions Code. Corner Records shall be prepared on the form required and in compliance with BPELSG Rule 464 for each monument being preserved.

More than one preserved monument may be shown on a Corner Record, if desired by the responsible surveyor. In lieu of the Corner Records, a Record of Survey may be prepared showing all monuments and tie/reference points involved in this project.

All records, either Corner Records or Record of Survey, will be forwarded for checking and recordation to the County of Orange. At the same time these are forwarded to the County, a digital copy of same in Adobe PDF format shall be delivered to the City Engineer. No records will be finally filed/recorded at the County until approved as to form and content by the City Engineer.

For each monument reset, a Corner Record, or Record of Survey, in compliance with state laws and Board Rules shall be prepared and forwarded to the County of Orange for review and filing.

At the same time, and every time, the records are submitted to the County, they shall also be transmitted to the City Engineer in digital format for his review and approval. The final filing or recordation shall not be made until the City Engineer indicates his approval. Final payment of the Contract Retention for the project will not be made until all monuments have been reset to the satisfaction of the City, all records have been processed through the County of Orange, and approved and filed in the case of Corner Records, or approved and recorded in the case of a Record of Survey. The City reserves the right to have the monuments and documentation inspected by the City Surveyor for compliance with all State Law, The Subdivision Map Act, and the Professional Land Surveyor’s Act. Digital copies in PDF format of all the filed/recorded documents shall be furnished to the City Engineer.

1774061.2 SP-44 LH 6909-01/2023
400-3 PAYMENT. [Delete last sentence and replace with the following:] The cost of all work described in 400-2 and also including all costs of materials, labor, tools, equipment, and incidentals, and for doing all the work involved, complete in place, shall be included in the Contract LUMP SUM unit price bid for Construction Surveying and Monument Restoration, and no additional compensation shall be allowed.

SECTION 402 – UTILITIES
402-7 LOCATION. [Add the following section]:

The Contractor shall notify the utilities designated in the General Specifications at least 48 hours in advance of excavating around any of their structures.

The existence and locations of utilities shown on the drawings have been determined by a search of the available records as provided by the respective utility owner. The exact locations have not been determined by potholing unless so indicated on the drawings. The Contractor shall determine the exact location of all existing utilities prior to commencing work. Contractor agrees to be fully responsible for any and all damages which may be caused by his failure to exactly locate and preserve any and all underground utilities, whether shown on the plans or not. In the event the Contractor encounters underground utilities not shown on the plans, he shall verify the exact location of the utility and immediately notify the Engineer, regardless of whether the unknown utility conflicts with the proposed construction or not. In the event of such a previously unknown conflict, the Contractor shall immediately notify the Engineer as to the extent, if any, of delays or additional costs resulting from said conflict. The Contractor shall perform work and provide necessary materials to disconnect or relocate existing utilities as indicated. Record on record drawings all existing utility termination points before disconnecting.

When uncharted or incorrectly charted underground piping or other utilities and services are encountered during site work operations, notify the applicable utility company immediately to obtain procedure directions. Cooperate with the applicable utility company in maintaining active services in operation.

In the event the Contractor damages an existing utility line, the Contractor shall restore damaged utilities within three (3) working days.

Pursuant to Government Code Section 4215, if any main or trunkline utility facilities that are not indicated in the drawings, plans or specifications and are determined by Contractor to be located on the site of any construction project that is a subject of the contract, the City shall assume the responsibility for timely removal, relocation, or protection of the existing main or trunkline utility facilities. The Contractor will be compensated for the costs of locating, repairing damage not due to the failure of the Contractor to exercise reasonable care, and removing or relocating such utility facilities not indicated in the plans and specifications with reasonable accuracy, and for equipment on the Project necessarily idled during such work. The Contractor will not be assessed liquidated damages for delay in completion of the Project when such delay was caused by the failure of City or the utility owner to provide for removal of relocation of such utility facilities. Nothing herein shall be deemed to require the City to indicate the presence of existing service laterals or appurtenances whenever the presence of such utilities on the site of the construction Project can be inferred from the presence of other visible facilities, such as buildings, meter and junction boxes, on or adjacent to the site of the construction; provided, however, nothing herein shall relieve the City from identifying main or trunklines in the plans or specifications. Nothing herein shall preclude the City from pursuing any appropriate remedy against the utility for delays which are responsibility of the utility. Nothing herein shall be construed to relieve the utility from any

1774061.2 SP-45 LH 6909-01/2023
obligation as required either by law or contract to pay the cost of removal or relocation of existing utility facilities. If the Contractor, while performing the contract, discovers utility facilities not identified by the City in the Contract Plans or Specifications, Contractor shall immediately notify the Engineer and utility in writing. The public utility, whether they are the owner, has sole discretion to perform repairs or relocation work or permit the Contractor to do such repairs or relocation work at a reasonable price.

1774061.2 SP-46 LH 6909-01/2023
PART 7 – STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS
701 CONSTRUCTION.

SECTION 701.11 – PULL BOXES.
701-11.1 General. [Add the following to this section]:

Existing and damaged pull boxes and covers shall be replaced in-kind (type and size per Standard Plans) as seen in the field. Any discrepancy shall be brought to the attention of the City Engineer for final approval.
701-11.3 Payment. [Add the following to this section]:

Payment for the adjustment of pull boxes shall be included in the Contract unit price per Remove and Replace Existing Curb Ramp per OCPW Std. Plan 1115 bid items as indicated in the bid schedule. The unit price shall include full compensation for cast in-place pull boxes, saw cutting, existing concrete removal and disposal, all related root pruning if any, all related forming, subgrade preparation, all related adjacent sprinkler system modifications and adjustments, all replacement asphalt concrete pavement as required to provide room for concrete forms, protection of existing parkway drain pipe that outlet through the existing curb face if any, adjustment of all pull boxes (including the adjustment of conduit sweeps and conductors when conflicting) and adjustment of other utility covers to the new grades, protecting existing improvements within and adjacent to the work, furnishing all labor, materials, tools, equipment and incidentals and for completing all work involved as specified herein, and as shown on the Project Plans and referenced standard plans.
701-17.6 Detectors.
701-17.6.1 General. [Add the following to this Section]:

All existing traffic signal loops to be protected in place. The contractor will notify the City seven days in advance if disturbance of any traffic signal loops is unavoidable. The City will make arrangements to have the loops replaced by others. If the Contractor damages any of the traffic loops, the Contractor must notify the City immediately.

1774061.2
Appendix A – Water Pollution Control Plan Template

WATER POLLUTION CONTROL PROGRAM (WPCP)
for
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO

NEXT FIELD
LAGUNA HILLS Contract Number:

INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

Prepared for:

Insert Name of Lead Agency-then TAB.

Insert Address 1 and press ENTER to insert Address 2 or TAB to next field.

Insert City, State, ZIP-then TAB.

Insert Resident Engineer’s Name-then TAB.

Insert Resident Engineer's Telephone Number-then TAB.

Submitted by:

Insert Contractor's Company Name-then TAB.

Insert Address 1 and press ENTER for Address 2 or TAB to next field.-then TAB.

Insert City, State, ZIP-then TAB.

Insert Telephone-then TAB.

Insert Owner/Representative's Name-then TAB.

Project Site Address
Insert job site address, if any-then TAB.

Insert job site telephone number, if any-then TAB.

Contractor’s Water Pollution Control Manager
Insert WPCM's Name-then TAB.

Insert Telephone Number(s)-then TAB.

Contractor’s Designated Water Pollution Control Inspector (if different from WPCM) Insert Inspectors Name-then TAB.

Insert Telephone Number(s)-then TAB.

WPCP Prepared by:

Insert Company Name-then TAB.

Insert Address 1 and press ENTER to insert Address 2 or TAB to next field.

Insert City, State, ZIP-then TAB.

Insert Telephone-then TAB.

Insert Name and Title of Preparer-then TAB.

WPCP Preparation Date
Insert Date

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

WPCP February 2010
J:\CIP PROJECTS\CIP 104 Paseo de Valencia Pavement Rehabilitation Project\Laguna Hills WPCP_Template Updated 02Mac10.doc - Unlocked.doc

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

WPCP Template 07-17-07 Page i
Contents
Section 10 WPCP Certification and Approval............................................................ 10-1

10.1 Contractor’s Certification and Approval by the Resident Engineer .... 10-1 Section 20 Project Information ................................................................................... 20-1 Section 30 Pollution Sources and Control Measures ............................................... 30-1

30.1 Soil Stabilization (Erosion Control) and Sediment Control................. 30-1

30.1.1 Soil Stabilization BMPs.......................................................... 30-2

30.1.2 Sediment Control BMPs ......................................................... 30-6

30.1.3 Tracking Control BMPs .......................................................... 30-8

30.1.4 Wind Erosion Control BMPs................................................. 30-10

30.2 Construction Site Management........................................................ 30-12

30.2.1 Non-Stormwater Management BMPs .................................. 30-12

30.2.2 Waste Management and Materials Pollution Control BMPs 30-15

30.3 Water Pollution Control Drawings (WPCDs).................................... 30-17

30.4 Construction BMP Maintenance, Inspection, and Repair................. 30-17

30.5 Training............................................................................................ 30-18 Section 40 Amendments ............................................................................................. 40-1 Section 50 Reporting ................................................................................................... 50-1

50.1 Discharge Reporting .......................................................................... 50-1 WPCP Attachments
Attachment A .......................................................Water Pollution Control Drawings Attachment B .......Maintenance, Inspection, and Repair of Construction Site BMPs Attachment C ................ Stormwater Quality Construction Site Inspection Checklist Attachment D .......................................................................................Amendments Attachment E ............................................................................ Notice of Discharge Attachment F .................................................................... Discharge Reporting Log Attachment G......................................................Trained Contractor Personnel Log

INSERT ADDTIONAL ATTACHMENT REFERENCES OR DELETE THIS LINE

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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Section 10
WPCP Certification and Approval

10.1 Contractor’s Certification and Approval by the Resident Engineer

INSTRUCTIONS
 The contractor, authorized and required by the Special Provisions to prepare and implement the WPCP, shall provide and sign the following certification:

REQUIRED TEXT
CONTRACTOR’S CERTIFICATION OF WPCP
"I certify under a penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to ensure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted, to the best of my knowledge and belief is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Signature Date
Name and Title Telephone Number

INSTRUCTIONS
 If LAGUNA HILLS is administering the project, then the LAGUNA HILLS Engineer, as the authorized representative of the Department shall provide and sign the following certification upon approval of the WPCP.
 If a Local Agency is administering the project, then both the Local Agency Resident Engineer and the LAGUNA HILLS Oversight Engineer shall provide and sign the following certification upon approval of the WPCP.

Is a Local Agency / Private Entity administering the project?

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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REQUIRED TEXT WHEN LAGUNA HILLS IS ADMINISTERING PROJECT For Use by LAGUNA HILLS Only

LAGUNA HILLS RESIDENT ENGINEER'S APPROVAL OF WPCP
I, and/or personnel acting under my direction and supervision, have reviewed this WPCP and find that it meets the requirements set forth in the Special Provisions, the LAGUNA HILLS SWPPP and WPCP Preparation Manual, and the Standard Specifications Section 7-1.01G - Water Pollution.

LAGUNA HILLS Resident Engineer’s
Signature
Date of WPCP Approval
LAGUNA HILLS Resident Engineer's Name
(printed)
LAGUNA HILLS Resident Engineer’s Phone
Number

REQUIRED TEXT WHEN LOCAL AGENCY / PRIVATE ENTITY IS

ADMINISTERING PROJECT
For Use by Local Agency / Private Entity Only

LOCAL AGENCY / PRIVATE ENTITY RESIDENT ENGINEER'S APPROVAL OF WPCP I, and/or personnel acting under my direction and supervision, have reviewed this WPCP and find that it meets the requirements set forth in the Special Provisions, the LAGUNA HILLS SWPPP and WPCP Preparation Manual, and the Standard Specifications Section 7-1.01G - Water Pollution.

Resident Engineer’s Signature Date of WPCP Approval
Resident Engineer's Name (printed) Resident Engineer’s Phone Number For Use by LAGUNA HILLS Only
LAGUNA HILLS OVERSIGHT ENGINEER’S CONCURENCE OF WPCP
I, and/or personnel acting under my direction and supervision, have reviewed this WPCP and concur with the Resident Engineer’s findings that it meets the requirements set forth in the Special Provisions, the LAGUNA HILLS SWPPP and WPCP Preparation Manual, and the Standard Specifications Section 7-1.01G - Water Pollution.

LAGUNA HILLS Oversight Engineer’s
Signature
Date of WPCP Concurrence

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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LAGUNA HILLS Oversight Engineer's Name LAGUNA HILLS Oversight Engineer’s Phone Number

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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Section 20
Project Information

INSTRUCTIONS
 Provide narrative text addressing the following topics in a format that can be easily understood by a person who is not familiar with the project.
 Introduction and Project Description:

Provide a brief description of the project.

Describe the type(s) of work that will be performed.

Provide a brief description of the project location, including descriptive items such as county, route, post mile, city, and street names.

Describe proximity to receiving waters to which the project will discharge, including surface waters, drainage channels, and drainage systems.

Identify drainage system owners (municipality or agency).  Unique Site Features:

Provide a brief description of any unique site features (water bodies, wetlands, environmentally sensitive area, endangered or protected species, etc.) Describe significant or high-risk activities that may impact stormwater quality. Include any unique features or activities within or adjacent to water bodies (such as dredging, re-use of aerially deposited lead material, large excavations, or work within a water body).  Project Schedule: Provide a written or graphical project schedule. A graphical schedule in the form of an image file can be copied into the form field for the graphical schedule. Alternatively the graphical schedule can be manually included in the document. The schedule shall clearly show how the rainy season relates to soil-disturbing and re-stabilization activities. The schedule only needs to be detailed enough to show major activities sequenced with the implementation of construction site BMPs, including:

Project start and finish dates
Rainy season dates
Mobilization dates
Mass clearing and grubbing, roadside clearing dates
Major grading and excavation dates
Dates for special activities named in other permits, such as Fish and Game Rainy season implementation schedule

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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Deployment of temporary soil stabilization BMPs
Deployment of temporary sediment control BMPs
Deployment of non-stormwater BMPs
Deployment of waste management and materials pollution control BMPs Paving, sawcutting, and any other pavement related operations Planned stockpiling operations
Dates for other significant long-term operations or activities that may plan non-stormwater discharges such as dewatering, grinding, etc.
 Note: Projects located in the Lake Tahoe, Truckee River, East Fork Carson River, or West Fork Carson River Hydrologic Units, and projects above 5,000 ft in elevation in the portions of Mono County or Inyo County within the Lahontan RWQCB are not allowed to perform removal of vegetation nor disturbance of existing ground surface conditions between October 15 of each year and May 1 of the following year; except when there is an emergency situation that threatens the public health and safety, or when the project is granted a variance by the RWQCB Executive Officer.  Pollutant Source Identification:
 Review the contract documents and associated environmental documents to determine the known site contaminants and list them in this section.

EXAMPLE

1. Introduction and Project Description
The project consists of sound wall construction, shoulder work, and PCC pavement removal and replacement along approximately 1300 feet of highway. The project is located on northbound I-5 in Stockton (San Joaquin County), north from W. March Lane. Project runoff is conveyed approximately 2600 feet south to the Calaveras River via a combination of LAGUNA HILLS-owned roadside ditches and underground drainage facilities. The Calaveras River discharges to the San Joaquin River approximately 1.9 miles downstream from I-5. The total disturbed area is about 0.8 acres.

2. Unique Site Features:

Relative proximity to Calaveras and San Joaquin Rivers.

3. Project Schedule (graphical):

The attached project schedule shows the projected progress of the project and includes implementation of water pollution control items.

4. Potential Pollutant Sources:

The primary construction activities, related materials, and wastes that have the potential to pollute stormwater include:
a) Soil disturbing activities and resulting exposed soil areas, including minor grading along the shoulder and trenching for conduits and sound wall footings.
b) Slurries from mortar mixing and PCC saw-cutting and placement.

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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c) Solid wastes from PCC demolition and removal, sound-wall construction, and form work d) Temporary on-site storage of construction materials, including mortar mix, raw landscaping, soil stabilization materials, and treated lumber.
e) General site litter.
f) Equipment operation and maintenance.

REQUIRED TEXT

1. Introduction and Project Description:

2. Unique Site Features:

3. Project Schedule (graphical):

4. Potential Pollutant Sources:

EXAMPLE: GRAPHICAL SCHEDULE
The graphical Water Pollution Control Schedule is provided on the following page.

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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INSERT GRAPHICAL WATER POLLUTION CONTROL SCHEDULE

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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Section 30
Pollution Sources and Control Measures

INSTRUCTIONS

BMP SELECTION PROCESS
 BMPs are selected to reduce or eliminate pollutants in stormwater and non-stormwater discharges associated with construction activities. Described below is the sequence of steps that shall be used to identify BMPs to be included in WPCPs.

Step 1: Incorporate the temporary water pollution control BMPs that are described in:
• Contract Special Provisions;
• Contract Plans;
• Standard Plans; and
• Standard Specifications.

If the BMPs required in Step 1 are inadequate to address potential pollutants in stormwater discharges and non-stormwater discharges, then:

Step 2: Incorporate the temporary water pollution control BMPs using one or more of the LAGUNA HILLS minimum requirements listed in Table 1-1 of the SWPPP/WPCP Preparation Manual.

Step 3: If the BMPs selected from Steps 1 and 2 are inadequate to address potential pollutants in stormwater discharges and non-stormwater discharges, then incorporate the temporary water pollution control BMPs that are described in Section 4.5 of the SWMP. For reference on these BMPs see the Construction Site Best Management Practices (BMPs) Reference Manual.  Show the selected BMPs on the WPCDs.
 Complete the BMP implementation tables and descriptions in each of the following sections:

30.1 Soil Stabilization (Erosion Control) and Sediment Control

30.2 Construction Site Management

30.1 Soil Stabilization (Erosion Control) and Sediment Control

INSTRUCTIONS
 Use each of the following sections to identify erosion and sediment controls that will be implemented during the project.

30.1.1 Soil Stabilization Practices

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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30.1.2 Sediment Control Practices

30.1.3 Sediment Tracking Controls

30.1.4 Wind Erosion Controls

30.1.1 Soil Stabilization BMPs

INSTRUCTIONS
 Soil stabilization consists of source control measures that are designed to prevent soil particles from detaching and becoming suspended in stormwater runoff. Soil stabilization BMPs protect the soil surface by covering and/or binding the soil particles.
 Provide a brief description of soil-disturbing activities, such as clearing and grubbing, grading, excavation, trenching, etc. Show the limits of the soil-disturbed areas on the WPCDs.  Complete the following BMP implementation table for temporary soil stabilization BMPs.  Describe the locations and scheduled installations for each selected soil stabilization BMP.  If the project will not create disturbed soil areas, state as such and check "No" for all BMPs in the soil stabilization selection BMP implementation table and enter "N/A" as the reason not used.

EXAMPLE
The following soil stabilization BMP implementation table indicates the BMPs that shall be implemented to control erosion on the construction site. Implementation and locations of temporary soil stabilization BMPs are shown on the WPCDs in Attachment A and described in this section. The BMP working details can also be found in Attachment A of this WPCP. The following list of BMPs and narrative explain how the selected BMPs will be incorporated into the project.

Soil disturbing activities consist of minor grading along the shoulder and trenching for utilities and sound wall footings as shown on WPCD-2. Existing vegetation will be preserved outside the immediate construction zone as shown.

SS-1 Scheduling
SS-2 Preservation of Existing Vegetation
 Clearing and grubbing will be limited to the boundaries of active construction as shown on WPCD-2.

Surrounding areas of existing vegetation will be protected by installing ESA fencing around the drip lines of the trees.

SS-5 Soil Binders (Copolymer)
 BMP SS-5 was selected to minimize interference with the final (permanent) erosion control measures (decorative landscaping). Soil binders will be applied to all non-active soil disturbed areas during the rainy season in conformance with the DSA protection requirements in the Stormwater Pollution Prevention Plan/Water Pollution Control Program Preparation Manual.

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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REQUIRED TEXT
The following soil stabilization BMP implementation table indicates the BMPs that shall be implemented to control erosion on the construction site. Implementation and locations of temporary soil stabilization BMPs are shown on the WPCDs in Attachment A and described in this section. The BMP working details can also be found in Attachment A of this WPCP. The following list of BMPs and narrative explain how the selected BMPs will be incorporated into the project.

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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TEMPORARY SOIL STABILIZATION BMPs

CONSTRUCTION
BMP ID NO (1) BMP NAME

MINIMUM
REQUIREMENT (3)

CONTRACT

BID ITEM

BMP USED

IF NOT USED, STATE REASON YES NO
SS-1 Scheduling 
SS-2
Preservation of
Property/
Preservation of
Existing Vegetation

SS-3
Temporary
Hydraulic Mulch
(Bonded Fiber
Matrix)
(2)
Temporary
Hydraulic Mulch
(Polymer Stabilized
Fiber Matrix)
(2)
SS-4
Temporary Erosion
Control (With
Temporary Seeding)
(2)
SS-5 Temporary Soil
Stabilizer (2)
SS-6
Temporary Erosion
Control (Straw
Mulch with
Stabilizing
Emulsion)
(2)
SS-7
Temporary Erosion
Control Blanket (On
Slope)
(2)
Temporary Erosion
Control Blanket (In
swale or ditch)

SS-7 Temporary Cover
(Plastic Covers) (2)
SS-8 Temporary Mulch
(Wood)
SS-9
Earth Dikes /
Drainage Swales &
Lined Swales
SS-10
Outlet Protection /
Velocity Dissipation
Devices
SS-11 Slope Drains

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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CONSTRUCTION
BMP ID NO (1) BMP NAME

MINIMUM
REQUIREMENT (3)

CONTRACT

BID ITEM

BMP USED

IF NOT USED, STATE REASON YES NO
SS-12 Streambank
Stabilization
ALTERNATIVE SOIL STABILIZATION BMPs USED(4)

IF USED, STATE REASON

Notes: (1) The BMP designations (SS-1, SC-3, etc.) are solely for maintaining continuity with existing LAGUNA HILLS documents and are not provided to imply that the Construction Site BMP Reference Manual is a required contract document. (2) The Contractor shall ensure implementation of one of the two measures listed or a combination thereof to achieve and maintain the contract's rainy and non-rainy season requirements.
(3) Not all minimum requirements may be applicable to every project. Applicability to a specific project shall be determined by the Contractor and approved by the Resident Engineer.
(4) Use of alternative BMPs will require written approval by the Resident Engineer.

INSERT NARRATIVE DESCRIBING SELECTED SOIL STABILIZATION BMPs

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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30.1.2 Sediment Control BMPs

INSTRUCTIONS
 Sediment controls are used to complement and enhance the selected soil stabilization measures.

Sediment controls are designed to intercept runoff and capture suspended soil particles through a settlement or filtration process.
 Provide a brief description of soil-disturbed areas that will necessitate sediment control BMPs.

References to the WPCDs and/or Section 30.1.1 are often sufficient.  Complete the following BMP implementation table for temporary sediment control BMPs. All listed BMPs shall be considered for the project.
 Describe the locations and scheduled installations for each selected sediment control BMP.  Show selected BMPs on the WPCDs.

EXAMPLE
The following sediment control BMP implementation table indicates the BMPs that shall be implemented to control sediment on the construction site. Implementation and locations of temporary sediment control BMPs are shown on the WPCDs in Attachment A and described in this section. The BMP working details can also be found in Attachment A of this WPCP. The following list of BMPs and narrative explain how the selected BMPs will be incorporated into the project.

Temporary fiber rolls will be used at the toe of slopes and as perimeter sediment controls. According to the contract special provisions, sediment controls for this project are required during the rainy season - continuously on non-active DSAs and before rain on active DSAs. Deployment locations will be as follows:

SC-5 Temporary Fiber Rolls
 Fiber rolls will be deployed along the downstream (southern) construction site perimeter as shown on WPCD-2. Once the drainage channel is constructed and lined, fiber rolls will be extended north, along each side of the channel. See SC-4, Temporary Check Dam, below.

SC-4 Temporary Check Dam
 Concentrated flows will be conveyed by the drainage channel that runs north-south, adjacent to the shoulder. During channel construction, sediment control will be provided by gravel bag check dams, spaced at 30 feet. Once the channel is lined, temporary fiber rolls will be installed along the channel banks to prevent sediment from entering the channel.

REQUIRED TEXT
The following sediment control BMP implementation table indicates the BMPs that shall be implemented to control sediment on the construction site. Implementation and locations of temporary sediment control BMPs are shown on the WPCDs in Attachment A and described in this section. The BMP working details can also be found in Attachment A of this WPCP. The following list of BMPs and narrative explain how the selected BMPs will be incorporated into the project.

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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Temporary sediment control

CONSTRUCTION
BMP ID NO(1) BMP NAME

MINIMUM
REQUIREMENT (3)

CONTRACT

BID ITEM

BMP USED

IF NOT USED, STATE REASON YES NO
SC-1 Temporary Silt
Fence (2)
SC-2 Temporary
Sediment Basin
SC-4 Temporary Check
Dam
SC-5 Temporary Fiber
Rolls (2)
SC-6 Temporary Gravel
Bag Berm
SC-7 Street Sweeping 
SC-8 Temporary
Sandbags
SC-9 Temporary Straw
Bale Barrier
SC-10 Temporary Drain
Inlet Protection 
ALTERNATIVE SEDIMENT CONTROL BMPs USED(4)

IF USED, STATE REASON

Notes: (1) The BMP designations (SS-1, SC-3, etc.) are solely for maintaining continuity with existing LAGUNA HILLS documents and are not provided to imply that the Construction Site BMP Reference Manual is a required contract document. (2) The Contractor shall ensure implementation of one of the two measures listed or a combination thereof to achieve and maintain the contract's rainy and non-rainy season requirements.
(3) Not all minimum requirements may be applicable to every project. Applicability to a specific project shall be determined by the Contractor and approved by the Resident Engineer.
(4) Use of alternative BMPs will require written approval by the Resident Engineer.

INSERT NARRATIVE DESCRIBING TEMPORARY SEDIMENT CONTROL BMPs

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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30.1.3 Tracking Control BMPs

INSTRUCTIONS
 Refer to the following BMP implementation table for sediment tracking control BMPs. If a particular BMP will not be used or is not applicable enter a brief reason.  Tracking controls shall be considered and implemented year round and throughout the duration of the project. Show selected sediment tracking control BMPs on the WPCDs in Attachment A.

REQUIRED TEXT
The following tracking control BMP implementation table indicates the BMPs that shall be implemented to reduce sediment tracking from the construction site onto private or public roads.

Implementation and locations of tracking control BMPs are shown on the WPCDs in Attachment A and described in this section. The BMP working details can also be found in Attachment A of this WPCP. The following list of BMPs and narrative explain how the selected BMPs will be incorporated into the project.

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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TEMPORARY TRACKING CONTROL BMPs

CONSTRUCTION
BMP ID NO(1) BMP NAME

MINIMUM
REQUIREMENT

CONTRACT

BID ITEM

BMP USED

IF NOT USED, STATE REASON YES NO
SC-7 Street Sweeping
TC-1
Temporary
Construction
Entrance
TC-2
Stabilized
Construction
Roadway
TC-3
Temporary
Entrance / Outlet
Tire Wash
ALTERNATIVE TRACKING CONTROL BMPs USED(2)

IF USED, STATE REASON

Notes: (1) The BMP designations (SS-1, SC-3, etc.) are solely for maintaining continuity with existing LAGUNA HILLS documents and are not provided to imply that the Construction Site BMP Reference Manual is a required contract document. (2) Use of alternative BMPs will require written approval by the Resident Engineer.

INSERT NARRATIVE DESCRIBING TRACKING CONTROL BMPs

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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30.1.4 Wind Erosion Control BMPs

INSTRUCTIONS
 Refer to the following BMP implementation table for wind erosion control BMPs. If a particular BMP will not be used or is not applicable enter a brief reason.
 Provide a narrative description of wind erosion control BMPs Give a general approach on how wind erosion control BMPs will be implemented on the project to control dust during construction operations, including stockpile operations at all times.
 If the project will not create disturbed soil areas, indicate this in the narrative description.

REQUIRED TEXT
The following wind erosion control BMP implementation table indicates the BMPs that shall be implemented to control wind erosion on the construction site. Implementation and locations of wind erosion control BMPs are shown on the WPCDs in Attachment A and/or described in this section.

The BMP working details can be found in Attachment A. The following list of BMPs and narrative explain how the selected BMPs shall be incorporated into the project.

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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TEMPORARY WIND EROSION CONTROL

CONSTRUCTION
BMP ID NO(1) BMP NAME

MINIMUM
REQUIREMENT(2)

CONTRACT

BID ITEM

BMP USED

IF NOT USED, STATE REASON YES NO
WE-1 Wind Erosion
Control 
TC-1
Temporary
Construction
Entrance
TC-2
Stabilized
Construction
Roadway
-----
All Soil
Stabilization
Measures
included in
Section 500.3.4

ALTERNATIVE WIND EROSION CONTROL BMPs USED(3

IF USED, STATE REASON

Notes: (1) The BMP designations (SS-1, SC-3, etc.) are solely for maintaining continuity with existing LAGUNA HILLS documents and are not provided to imply that the Construction Site BMP Reference Manual is a required contract document. (2) Not all minimum requirements may be applicable to every project. Applicability to a specific project shall be determined by the Contractor and approved by the Resident Engineer.
(3) Use of alternative BMPs will require written approval by the Resident Engineer.

INSERT NARRATIVE DESCRIBING WIND EROSION CONTROL BMPs

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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30.2 Construction Site Management

30.2.1 Non-Stormwater Management BMPs

INSTRUCTIONS
 Non-stormwater discharges which are not authorized under the LAGUNA HILLS Permit or authorized under a separate NPDES permit are prohibited. Examples of prohibited discharges common to construction activities include:
 Vehicle and equipment wash water, including concrete washout water.  Slurries from concrete cutting and coring operations or AC grinding operations.  Slurries from concrete or mortar mixing operations.
 Blast residue from high-pressure washing of structures or surfaces.  Wash water from cleaning painting equipment.
 Runoff from dust control applications of water or dust palliatives.  Sanitary and septic wastes.
 List all activities that have the potential to produce non-stormwater discharges. (Consider dewatering operations and any construction activity that requires water use.) Discuss planned dewatering operations with the Resident Engineer to determine possible requirement for permits and/or treatment.

Discuss how mobile operations, such as maintenance and fueling for large or stationary equipment, will be addressed.
 Use the following BMP implementation table to select BMPs as necessary to contain, remove, and dispose potential non-stormwater discharges.
 Describe the locations and scheduled installations for each selected Non-Stormwater Management BMPs.

REQUIRED TEXT
The following BMP implementation table indicates the BMPs that have been selected to control nonstormwater pollution on the construction site. Implementation and locations of non-stormwater control BMPs are shown on the WPCDs in Attachment A and described in this section. The BMP working details that will be adhered to are found in Attachment A of this WPCP.

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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CONSTRUCTION SITE MANAGEMENT

NON-STORM WATER MANAGEMENT BMPS
BMP
No. BMP MINIMUM REQUIREMENT

CHECK IF

CONTRACT

REQUIREMENT
CHECK
IF
USED
CHECK
IF NOT
USED

IF NOT USED,

STATE REASON
NS-1
Water
Conservation
Practices

NS-2 Dewatering
Operations
NS-3
Paving and
Grinding
Operations

NS-4
Temporary
Stream
Crossing

NS-5 Clear Water
Diversion
NS-6
Illicit
Discharge /
Illegal
Dumping
Reporting

NS-7 Potable Water
/ Irrigation
Vehicle and Equipment
Operations
NS-8
Vehicle and
Equipment
Cleaning

NS-9
Vehicle and
Equipment
Fueling

NS-10
Vehicle and
Equipment
Maintenance

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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INSERT NARRATIVE DESCRIBING NON-STORM WATER MANAGEMENT POLLUTION CONTROL BMPs

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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30.2.2 Waste Management and Materials Pollution Control BMPs

INSTRUCTIONS
 Waste management consists of implementing procedural and structural BMPs for collecting, handling, storing and disposing of wastes generated by a construction project to prevent the release of waste materials into stormwater discharges. Wastes are going to be generated during construction; however, the methods in which the wastes are collected, stored, and removed will determine the success of the waste management activities. Construction site wastes can range from residues collected from nonstormwater discharges (i.e. paint removal) to general site litter and debris (i.e. empty marker paint cans).
 Material pollution control (materials handling) consist of implementing procedural and structural BMPs for handling, storing and using construction materials to prevent the release of those materials into stormwater discharges. The amount and type of construction materials to be utilized at the site will be dependent upon the type of construction and the length of the construction period. The materials may be used continuously, such as fuel for vehicles and equipment, or the materials may be used for a discrete period, such as fertilizer for landscaping.
 Waste management and materials pollution control BMPs must be implemented to minimize stormwater contact with construction materials, wastes and service areas, and to prevent materials and wastes from being discharged off-site.
 Review project activities to identify likely construction materials and wastes. Identify materials and wastes with special handling or disposal requirements, such as lead contaminated soils. List anticipated materials and wastes below.
 Based on the listed materials and wastes, use the following materials handling and waste management BMP consideration checklist to select appropriate BMPs.  Describe the locations and scheduled installations for each selected waste management and materials pollution control BMPs. For Solid Waste Management WM-5, a list of waste disposal facilities and the type of waste to be disposed at each facility is provided.

REQUIRED TEXT
The following BMP implementation table indicates the BMPs that have been selected to control construction site wastes and materials. Implementation and locations of materials handling and waste management BMPs are shown on the WPCDs in Attachment A. The BMP working details that will be adhered to are found in Attachment A of this WPCP. The following list of BMPs and narrative explain how the selected BMPs will be incorporated into the project.

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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Waste Management and Materials Pollution Control BMPs
BMP
No. BMP MINIMUM REQUIREMENT

CHECK IF

CONTRACT

REQUIREMENT
CHECK
IF
USED
CHECK
IF NOT
USED

IF NOT USED,
STATE
REASON
WM-1 Material Delivery
and Storage
WM-2 Material Use
WM-3 Asphalt Concrete
Stockpiles
WM-4 Spill Prevention
and Control
WM-5 Solid Waste
Management
WM-6 Hazardous Waste
Management
WM-7 Contaminated Soil
Management
WM-8 Concrete Waste
Management
WM-9
Sanitary/Septic
Waste
Management

WM-10 Liquid Waste
Management

INSERT NARRATIVE DESCRIBING WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPs

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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30.3 Water Pollution Control Drawings (WPCDs)

INSTRUCTIONS
 The contractor shall include WPCDs in the WPCP to show the locations, applications, and deployment of the BMPs checked in the preceding sections.
 The WPCDs shall include one or more drawings at a scale sufficient to clearly show on-site drainage patterns and the location of erosion and sediment control BMPs. The WPCDs shall be no smaller than the "reduced plans" (approximately 11" x 17") issued by LAGUNA HILLS. A sample WPCD can be referenced in Attachment A of Appendix B of the “SWPPP and WPCP Preparation Manual.”  The WPCDs shall include:
 Detail sheets showing construction details for the BMPs that shall be used.  Location sheets, usually modified layout, grading, stage construction, and/or drainage sheets, showing the locations of BMPs that will be used. Delineation of BMPs to be implemented during project construction will be in the form of construction notes and/or symbols.

REQUIRED TEXT
The WPCDs are included as Attachment A to this Water Pollution Control Program.

30.4 Construction BMP Maintenance, Inspection, and Repair

INSTRUCTIONS
 A program for the regular inspection, maintenance, and repair of BMPs shall be included in the WPCP in Attachment B. The contractor's attention is directed to the Contract Specifications and Special Provisions for requirements for maintenance and inspection of BMPs.  Appendix B, Attachment B of the “SWPPP and WPCP Preparation Manual”, shows a sample Maintenance, Inspection and Repair of Construction Site BMPs form.  At a minimum, the contractor shall inspect the site before and after storm events, and at 24-hour intervals during extended storms. The Contract Special Provisions may require additional inspections.  The results of the inspection and assessment shall be recorded on the Construction Site Inspection Checklist included in Appendix B, Attachment C to the “SWPPP and WPCP Preparation Manual,” and included as Attachment C of this WPCP.
 A copy of each completed Construction Site Inspection Checklist shall be provided to the Resident Engineer within 24-hours of an inspection, and a copy included in the on-site WPCP.  A tracking or follow-up procedure must follow any inspection that identifies deficiencies in BMPs.

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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REQUIRED TEXT
A completed Inspection, Maintenance, and Repair Program shall be provided in Attachment B of the WPCP.

Site inspections shall be conducted by the Contractor’s WPCM or other LAGUNA HILLS approved 24-hour trained staff at the following minimum frequencies:
 Prior to a forecast storm.
 After a rain event that causes runoff from the construction site.  At 24-hour intervals during extended rain events.
 Daily inspections within the Lake Tahoe Hydrologic Unit.  Weekly during the rainy season.
 Every 2 weeks during the non-rainy season; and
 At any other time(s) or intervals of time specified in the Contract Special Provisions.

Completed inspection checklists (Attachment C) will be submitted to the Resident Engineer within 24 hours of inspection. Copies of the completed checklists will be kept with the WPCP. A tracking or follow-up procedure shall follow any inspection that identifies deficiencies in BMPs.

30.5 Training

INSTRUCTIONS
 Individuals responsible for WPCP preparation, implementation, and permit compliance are required to be trained, and the WPCP shall document all training. This includes those personnel responsible for installation, inspection, maintenance, and repair of BMPs. Describe the types of training that the contractor’s inspection, maintenance, and repair personnel have received or will receive that are directly related to stormwater pollution prevention.
 Training may be both formal and informal.
 Formal stormwater pollution prevention or erosion and sediment control training sessions may include certification as a Certified Professional in Erosion and Sediment Control (CPESC); workshops offered by the SWRCB, RWQCB, Community College or University of California Extension; or other locally recognized agencies or professional organizations such as the International Erosion Control Association (IECA), Association of Bay Area Governments (ABAG), Association of General Contractors (AGC), etc. Contractors are encouraged to contact the RWQCB or the SWRCB to inquire about availability of training.
 A listing of training organizations, subject matter and classes are located at:
http://www.dot.ca.gov/hq/construc/stormwater/stormwater1.html  The Contractor’s WPCM and the WPCP preparer shall have a minimum of 24 hours (3 days) of formal stormwater pollution prevention training.
 Onsite stormwater pollution prevention training shall be conducted on an ongoing basis.  Document informal stormwater training using the sample training log sheet provided as Attachment G.

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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 Document formal stormwater training by providing a list of classes and copies of class completion documentation. Documentation shall be submitted to the Resident Engineer within 24 hours of completion of training.
 Training records shall be updated, documented and reported in the WPCP quarterly.

REQUIRED TEXT
The Water Pollution Control Manager (WPCM) assigned to this project is:

Insert WPCM's Name-then TAB
Insert Telephone Number(s)-then TAB
Insert Contractor's Company Name-then TAB
Insert Address 1 then press ENTER to insert Address 2 or TAB to next field Insert City, State, Zip-then TAB
The WPCM shall have primary responsibility and significant authority for the implementation, maintenance, inspection and amendments to the approved WPCP. The WPCM will be available at all times throughout duration of the project. Duties of the Contractor’s WPCM include but are not limited to:
- Ensuring full compliance with the WPCP and the Permit; and - Implementing all elements of the WPCP.

The WPCM shall have the authority to mobilize crews in order to make immediate repairs to the water pollution control measures.

The training log showing formal and informal training of various personnel is shown in Attachment G. A copy of all training certificate(s) (e.g., LAGUNA HILLS 24 Hour Training Class, etc.) for the WPCM and the WPCP Preparer are included in Attachment G. Training records shall be updated, documented and reported in the WPCP quarterly. Documentation of new training shall be submitted to the Resident Engineer within 24-hours of training.

INSERT HERE ANY ADDTIONAL TEXT REGARDING TRAINING OF PERSONNEL.

This WPCP was prepared by INSERT COMPANY, NAME AND PROFESSIONAL

REGISTRATION OR OTHER QUALIFICATIONS (INCLUDING INFORMATION

REGARDING OTHER TRAINING COURSES, SUCH AS LAGUNA HILLS SWPPP PREPARATION TRAINING) OF PERSON THAT PREPARED THE WPCP.

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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Section 40
Amendments

INSTRUCTIONS
 The WPCP shall be amended whenever there is a change in construction or operations that may cause the discharge of significant quantities of pollutants to surface waters, ground waters, municipal storm drain systems, or when deemed necessary by the Resident Engineer. All WPCP amendments shall be documented in letter format and include revised WPCD sheets, as appropriate. WPCP amendments shall be certified by the contractor and require approval by the LAGUNA HILLS or Local Agency / Private Entity Resident Engineer (and LAGUNA HILLS Oversight Engineer if applicable). Approved amendments shall be attached to the Contractor’s on-site WPCP in Attachment D.  The following items will be included in the amendment, as appropriate:

Discuss who requested the amendment.

Describe location of proposed change.

Describe reason for change.

Describe the original BMP proposed, if any.

Describe the new BMP proposed.

Include any revised WPCDs for detail or location changes.

Include a copy of the Amendment Log in Attachment D.
 The certification form shall be included in Attachment D and shall be signed by the contractor and Resident Engineer (and Oversight Engineer if applicable) for each amendment. The signed forms shall be included with the Amendment.
 If LAGUNA HILLS is administering the project, then the LAGUNA HILLS Resident Engineer, as the authorized representative of the Department shall provide and sign the following certification.  If a Local Agency / Private Entity is administering the project, then the Local Agency / Private Entity Resident Engineer shall sign and provide the certification form to the LAGUNA HILLS Oversight Engineer for approval.
 The Amendment shall be documented in the following Amendment Log Table. Enter the Amendment number, date, brief description, and name of the person who prepared the Amendment in the table.

Include a copy of the Amendment Log in Attachment D.

REQUIRED TEXT
The WPCP shall be amended whenever there is a change in construction or operations that may cause the discharge of significant quantities of pollutants to surface waters, ground waters, municipal storm drain systems, or when deemed necessary by the Resident Engineer. All WPCP amendments shall be documented in letter format and include revised WPCD sheets, as appropriate. WPCP

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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amendments shall be certified by the contractor and require approval by the LAGUNA HILLS or Local Agency / Private Entity Resident Engineer (and LAGUNA HILLS Oversight Engineer if applicable). Approved amendments and log shall be attached to the Contractor's on-site WPCP in Attachment D.

Project Name:

START HERE…CLICK HERE TO INSERT

PROJECT NAME-THEN TAB TO NEXT FIELD
LAGUNA HILLS Contract
Number:

INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB
TO NEXT FIELD.

Amendment
No. Date Brief Description of Amendment Prepared By

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

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Section 50
Reporting

50.1 Discharge Reporting

INSTRUCTIONS
 Discharges will be reported in writing to the Resident Engineer verbally upon discovery and in writing within 7 days (3 days for Districts 7 and 11) of occurrence or as required in the Special Provisions. A Notice of Discharge form for reporting discharges shall be inlcuded in Attachment E. A Discharge Reporting Log shall be included in Attachment F.
 Note: USEPA has issued regulations that define Reportable Quantity (RQ) levels for oil and hazardous substances. These regulations are found in the Code of Federal Regulations at 40 CFR Part 110, Part 117, or Part 302.

REQUIRED TEXT
If a discharge occurs or if the project receives a written notice or order from any regulatory agency, the contractor will immediately notify the Engineer and will file a written report to the Resident Engineer within 7 days (3 days for Districts 7 and 11) of the discharge event, notice, or order.

Corrective measures will be implemented immediately following the discharge, notice or order. A Notice of Discharge form is provided in Attachment E. All discharges shall be documented on a Discharge Reporting Log in Attachment F.

The report to the Resident Engineer will contain the following items:
 The date, time, location, nature of operation, and type of discharge, including the cause or nature of the notice or order.
 The BMPs deployed before the discharge event, or prior to receiving notice or order.  The date of deployment and type of BMPs deployed after the discharge event, or after receiving the notice or order, including additional BMPs installed or planned to reduce or prevent re-occurrence.
 An implementation and maintenance schedule for any affected BMPs.

Discharges requiring reporting include:
 Stormwater from a DSA discharged to a waterway without treatment by a temporary construction BMP.
 Non-stormwater, except conditionally exempted discharges, discharged to a waterway or a storm drain system, without treatment by an approved control measure (BMP).  Stormwater discharged to a waterway or a storm drain system where the control measures (BMPs) have been overwhelmed or not properly maintained or installed.  Discharge of hazardous substances above the reportable quantities in 40 CFR 117.3 or 302.4.

Water Pollution Control Program (WPCP)
START HERE…CLICK HERE TO INSERT PROJECT NAME-THEN TAB TO NEXT FIELD Contract No. INSERT LAGUNA HILLS CONTRACT NUMBER-THEN TAB TO NEXT FIELD.

 Stormwater runoff containing hazardous substances from spills discharged to a waterway or storm drain system.
 Discharges that may endanger health or the environment.  Other discharge reporting as directed by the Resident Engineer.

1774061.2
Appendix B – Applicable Standard Plans

NEW SIDEWALK TO EXISTING SIDEWALK NEW SIDEWALK TO EXISTING CURB

SIDEWALK ON EXPANSIVE SOILS
STD. PLAN
Approved
Revision: August 2018 1204

COUNTY OF ORANGE, OC PUBLIC WORKS DEPARTMENT

SIDEWALK ON EXPANSIVE SOILS
STD. PLAN
Approved
Revision: August 2018 1204
B

COUNTY OF ORANGE, OC PUBLIC WORKS DEPARTMENT
B

SIDEWALK ON EXPANSIVE SOILS
STD. PLAN
Approved
Revision: August 2018 1204
COUNTY OF ORANGE, OC PUBLIC WORKS DEPARTMENT TABLE 1204-1 Sidewalks on Expansive Soils Subgrade Preparation, Aggregate Base, Sidewalk Thickness, Reinforcement, Thickened Edges, Dowels and Weakened Plane Joint Spacing Non-Vehicular PCC Sidewalks, Width 6 Feet or Less E.I. per ASTM D4829 Expansion Potential Subgrade Prep, Min % over Optimum Moisture Min Depth of Subgrade Prep, Inches Min Depth of CAB or CMB under PCC, Inches Minimum Sidewalk Thickness, Inches Sidewalk Reinforcement, both directions Thickened Edge Thickened Edge Reinforcement Doweling Into Adjacent Curbs & Flatwork Weakened Plane Joint Spacing, feet 0 - 20 Very Low N/A N/A None 4" None None N/A None 6' 21 - 50 Low 2% 12" None 4" None None N/A 7" long #3 Bar @ 24" 6' 51 - 90 Medium 3% 12" 2" 4" None None N/A 7" long #3 Bar @ 24" 6' 91 - 130 High 5% 18" 2" 4" None None N/A 7" long #3 Bar @ 24" 5' >130 Very High 5% 18" 2" 4" None None N/A 7" long #3 Bar @ 24" 5' Non-Vehicular PCC Sidewalks, Width Greater than 6 Feet E.I. per ASTM D4829 Expansion Potential Subgrade Prep, Min % over Optimum Moisture Min Depth of Subgrade Prep, Inches Min Depth of CAB or CMB under PCC, Inches Sidewalk Reinforcement Minimum Sidewalk Thickness, Inches Thickened Edge, Inches Thickened Edge Reinforcement Doweling Into Adjacent Curbs & Flatwork Weakened Plane Joint Spacing, feet 0 - 20 Very Low N/A N/A None 4" None N/A N/A None 8' 21 - 50 Low 2% 12" None 4" #3 Bars @ 24" both ways 10" 1- #3 Bar Longitudinal 7" long #3 Bar @ 24" 8' 51 - 90 Medium 3% 12" 2" 5" #3 Bars @ 24" both ways 10" 1- #3 Bar Longitudinal 7" long #3 Bar @ 24" 8' 91 - 130 High 5% 18" 2" 5" #3 Bars @ 24" both ways 12" 1- #3 Bar Longitudinal 7" long #3 Bar @ 24" 5' >130 Very High 5% 18" 2" 5" #3 Bars @ 24" both ways 12" 1- #3 Bar Longitudinal 7" long #3 Bar @ 24" 5' 12" 12"

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Revision: August 2018
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CL
CL

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Approved

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4'
4'

4'
4' 10'
X
X
4' 2' MIN.

CURB RAMP
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COUNTY OF ORANGE, OC PUBLIC WORKS DEPARTMENT STD. PLAN
1115
SHT. OF 5 10
Approved

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COUNTY OF ORANGE, OC PUBLIC WORKS DEPARTMENT
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SECTION R-R

CURB RAMP GUTTER DETAIL

DETAIL A DETAIL B

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GENERAL NOTES :

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RAISED TRUNCATED DOME IN

PATTERN (IN-LINE) RAISED TRUNCATED DOME

1774061.2
Appendix C – Project Plans

ENGINEER'S NOTICE TO CONTRACTOR NOTICE TO CONTRACTOR
1 SHEET INDEX
’ GENERAL NOTES VICINITY MAP Know what'sbelow. Call before you dig.

R Orange County San Luis Obispo Sacramento Riverside Denver Boise Dallas Atlanta 701 North Parkcenter Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com Since 1964 & ASSOCIATES ENGINEERING ENVIRONMENTAL BUILDING LAND CHECKED: DATE: 8/28/2025 REVISION #: DATE: JOB NO: SP9122S DATE: 8/28/2025 09/03/2025 RAUL RODRIGUEZ, PE 09/11/2025

2 Know what'sbelow. Call before you dig. R Orange County San Luis Obispo Sacramento Riverside Denver Boise Dallas Atlanta 701 North Parkcenter Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com Since 1964 & ASSOCIATES ENGINEERING ENVIRONMENTAL BUILDING LAND CHECKED: DATE: 8/28/2025 REVISION #: DATE: JOB NO: SP9122S DATE: 8/28/2025 INDEX MAP N 09/03/2025 RAUL RODRIGUEZ, PE 09/11/2025

3 N N N N N Know what'sbelow. Call before you dig. R Orange County San Luis Obispo Sacramento Riverside Denver Boise Dallas Atlanta 701 North Parkcenter Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com Since 1964 & ASSOCIATES ENGINEERING ENVIRONMENTAL BUILDING LAND CHECKED: DATE: 9/2/2025 REVISION #: DATE: JOB NO: SP9122S DATE: 9/2/2025 PASEO DE VALENCIA

LA PAZ ROAD N

GRIMMSOM ROAD

LA PAZ ROAD

LA PAZ ROADPASEO DE VALENCIA PASEO DE VALENCIA PASEO DE VALENCIA

LA PAZ ROAD
LA PAZ ROAD GRIMMSOM ROAD LA PAZ ROAD 09/03/2025 RAUL RODRIGUEZ, PE 09/11/2025

4 N N N N Know what'sbelow. Call before you dig. R Orange County San Luis Obispo Sacramento Riverside Denver Boise Dallas Atlanta 701 North Parkcenter Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com Since 1964 & ASSOCIATES ENGINEERING ENVIRONMENTAL BUILDING LAND CHECKED: DATE: 9/2/2025 REVISION #: DATE: JOB NO: SP9122S DATE: 9/2/2025 LA PAZ ROAD

CHAMPLAIN ROAD LA PAZ ROAD

CHAMPLAIN ROAD
MACKENZIE ST.

MACKENZIE ST.

RICKENBERG RD. LA PAZ ROAD LA PAZ ROAD LA PAZ ROAD N N
RICKENBERG RD. LA PAZ ROAD 09/03/2025 RAUL RODRIGUEZ, PE 09/11/2025

6 N N N N N N Know what'sbelow. Call before you dig. R Orange County San Luis Obispo Sacramento Riverside Denver Boise Dallas Atlanta 701 North Parkcenter Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com Since 1964 & ASSOCIATES ENGINEERING ENVIRONMENTAL BUILDING LAND CHECKED: DATE: 9/2/2025 REVISION #: DATE: JOB NO: SP9122S DATE: 9/2/2025 MACKENZIE ST. PASEO DE VALENCIA
PINE NUT RD.

MACKENZIE ST. PASEO DE VALENCIA PASEO DE VALENCIA
PINE NUT RD. PASEO DE VALENCIA
PINE NUT RD.

PINE NUT RD. TREE TOP RD. TREE TOP RD. 09/03/2025 RAUL RODRIGUEZ, PE 09/11/2025

7 N N N N N N Know what'sbelow. Call before you dig. R Orange County San Luis Obispo Sacramento Riverside Denver Boise Dallas Atlanta 701 North Parkcenter Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com Since 1964 & ASSOCIATES ENGINEERING ENVIRONMENTAL BUILDING LAND CHECKED: DATE: 9/2/2025 REVISION #: DATE: JOB NO: SP9122S DATE: 9/2/2025 MACKENZIE ST. GRISSOM RD.

MACKENZIE ST. GRISSOM RD. GRISSOM RD.

CHAMPLAIN RD. GRISSOM RD.

CHAMPLAIN RD.

MACKENZIE ST. KNOTTY PINE RD.

MACKENZIE ST. KNOTTY PINE RD. 09/03/2025 RAUL RODRIGUEZ, PE 09/11/2025

5 NN N N N Know what'sbelow. Call before you dig. R Orange County San Luis Obispo Sacramento Riverside Denver Boise Dallas Atlanta 701 North Parkcenter Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com Since 1964 & ASSOCIATES ENGINEERING ENVIRONMENTAL BUILDING LAND CHECKED: DATE: 9/2/2025 REVISION #: DATE: JOB NO: SP9122S DATE: 9/2/2025 MCLNTYRE ST. VISTA FIRENZE LA PAZ RD. LA PAZ RD. LA PAZ RD.

VISTA FIRENZE PASEO DE VALENCIA PASEO DE VALENCIA
MCLNTYRE ST. N
MCLNTYRE ST. LA PAZ RD.

MCLNTYRE ST.
09/03/2025 RAUL RODRIGUEZ, PE 09/11/2025

8 N N N N N N Know what'sbelow. Call before you dig. R Orange County San Luis Obispo Sacramento Riverside Denver Boise Dallas Atlanta 701 North Parkcenter Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com Since 1964 & ASSOCIATES ENGINEERING ENVIRONMENTAL BUILDING LAND CHECKED: DATE: 9/2/2025 REVISION #: DATE: JOB NO: SP9122S DATE: 9/2/2025 MCINTYRE ST. SYCAMORE LN.

MCINTYRE ST. SYCAMORE LN.

MCINTYRE ST. KNOTTY PINE LN.

MCINTYRE ST. KNOTTY PINE LN.

MCINTYRE ST.

MCINTYRE ST. WHITE ALDER LN. WHITE ALDER LN. 09/03/2025 RAUL RODRIGUEZ, PE 09/11/2025

9 N N N N N Know what'sbelow. Call before you dig. R Orange County San Luis Obispo Sacramento Riverside Denver Boise Dallas Atlanta 701 North Parkcenter Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com Since 1964 & ASSOCIATES ENGINEERING ENVIRONMENTAL BUILDING LAND CHECKED: DATE: 9/2/2025 REVISION #: DATE: JOB NO: SP9122S DATE: 9/2/2025 N MCINTYRE ST. EVERGREEN RD. EVERGREEN RD.

MCINTYRE ST.

OAK LEAF RD. PINEWOOD LN.

OAK LEAF RD. PINEWOOD LN.

OAK LEAF RD.

OAK LEAF RD. WHITE ALDER LN. WHITE ALDER LN. 09/03/2025 RAUL RODRIGUEZ, PE 09/11/2025

1774061.2
Appendix D –HUD-4010 Federal Labor Standards Provisions

HUD-4010 (06/2022)
Previous editions are obsolete. Page 1 of 5 ref. Handbook 1344.1 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
(i) All laborers and mechanics employed or working upon the site of the work 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 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. Contributions made or costs reasonably anticipated for bona fide fringe benefits under Section 1(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of 29 CFR 5.5(a)(1)(iv); 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 shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification 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 classification and wage rates conformed under 29 CFR 5.5(a)(1)(ii) and the Davis-Bacon poster (WH1321)) shall 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) Additional Classifications.
(A) Any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. HUD shall approve an additional classification and wage rate and fringe benefits therefor 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;
(2) The classification is utilized 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) If the contractor, the laborers and mechanics to be employed in the classification (if known), or their representatives, and HUD or its designee agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), a report of the action taken shall be sent by HUD or its designee to the Administrator of the Wage and Hour Division (“Administrator”), Employment Standards Administration, U.S. Department of Labor, Washington, D.C. 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within the 30-day period that additional time is necessary. (Approved by the Office of Management and Budget (“OMB”) under OMB control number 1235-0023.) (C) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, or HUD or its designee do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), HUD or its designee shall refer the questions, including the views of all interested parties and the recommendation of HUD or its designee, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within the 30-day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB Control Number 1235-0023.)

HUD-4010 (06/2022)
Previous editions are obsolete. Page 2 of 5 ref. Handbook 1344.1 (D) The wage rate (including fringe benefits, where appropriate) determined pursuant to subparagraphs (1)(ii)(B) or (C) of this paragraph, shall 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. (iii) 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 shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. (iv) 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, 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. (Approved by the Office of Management and Budget under OMB Control Number 1235-0023.) (2) Withholding. HUD or its designee shall, upon its own action or upon written request of an authorized representative of the U.S. Department of Labor, withhold or cause to be withheld from the contractor under this contract or any other Federal contract with the same prime contractor, or any other Federally-assisted contract subject to Davis-Bacon prevailing wage requirements which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee or helper, employed or working on the site of the work, all or part of the wages required by the contract, HUD or its designee may, after written notice to the contractor, sponsor, applicant, or owner, 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. HUD or its designee may, after written notice to the contractor, disburse such amounts withheld for and on account of the contractor or subcontractor to the respective employees to whom they are due. The U.S. Department of Labor shall make such disbursements in the case of direct Davis-Bacon Act contracts. (3) Payrolls and basic records.
(i) Maintaining Payroll Records. Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker, his or her correct classification(s), 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 Section 1(b)(2)(B) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made, and actual wages paid.

Whenever the Secretary of Labor has found, under 29 CFR 5.5(a)(1)(iv), that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in Section 1(b)(2)(B) of the Davis-Bacon Act, the contractor shall 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.

Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. (Approved by the Office of Management and Budget under OMB Control Numbers 1235-0023 and 1215-0018) (ii) Certified Payroll Reports.
(A) The contractor shall submit weekly, for each week in which any contract work is performed, a copy of all payrolls to HUD or its designee if the agency is a party to the contract, but if the agency is not such a party, the contractor will submit the payrolls to the applicant sponsor, or owner, as the case may be, for transmission to HUD or its designee. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3)(i), except that full social security numbers and home addresses shall not be included on weekly transmittals. Instead, the payrolls only need to include an individually identifying number for each employee (e.g., the last four digits of the employee’s social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH-347 is available for this purpose from the Wage and Hour Division Web site at https://www.dol.gov/agencies/whd/forms or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors.

HUD-4010 (06/2022)
Previous editions are obsolete. Page 3 of 5 ref. Handbook 1344.1 Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to HUD or its designee if the agency is a party to the contract, but if the agency is not such a party, the contractor will submit the payrolls to the applicant sponsor, or owner, as the case may be, for transmission to HUD or its designee, the contractor, or the Wage and Hour Division of the U.S.

Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this subparagraph for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to HUD or its designee. (Approved by the Office of Management and Budget under OMB Control Number 1235-0008.) (B) Each payroll submitted shall be accompanied by a “Statement of Compliance,” signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following:
(1) That the payroll for the payroll period contains the information required to be provided under 29 CFR

5.5(a)(3)(ii), the appropriate information is being maintained under 29 CFR 5.5(a)(3)(i), and that such information is correct and complete;
(2) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in 29 CFR Part 3; (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 of work performed, as specified in the applicable wage determination incorporated into the contract; and
(C) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the “Statement of Compliance” required by subparagraph (a)(3)(ii)(b).
(D) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under Section 1001 of Title 18 and Section 3729 of Title 31 of the United States Code. (iii) The contractor or subcontractor shall make the records required under subparagraph (a)(3)(i) available for inspection, copying, or transcription by authorized representatives of HUD or its designee or the U.S. Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, HUD or its designee may, after written notice to the contractor, sponsor, applicant, or owner, 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 may be grounds for debarment action pursuant to 29 CFR 5.12. (4) Apprentices and Trainees.
(i) Apprentices. Apprentices will be permitted to work at less than the predetermined rate for the work they performed 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 Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency (where appropriate), to be eligible for probationary employment as an apprentice.

The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall 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 the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman’s hourly rate) specified in the contractor’s or subcontractor’s registered program shall be observed.

Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice’s level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination.

Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program.

HUD-4010 (06/2022)
Previous editions are obsolete. Page 4 of 5 ref. Handbook 1344.1 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 shall be paid in accordance with that determination. In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved.
(ii) Trainees. Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed, unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee’s level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the work actually performed.

In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved.
(iii) Equal employment opportunity. The utilization of apprentices, trainees, and journeymen under 29 CFR Part 5 shall 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.
(6) Subcontracts. The contractor or subcontractor will insert in any subcontracts the clauses contained in subparagraphs (1) through (11) in this paragraph (a) and such other clauses as HUD or its designee may, by appropriate instructions, require, and a copy of the applicable prevailing wage decision, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in this paragraph. (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 U.S. 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 HUD or its designee, 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 he or she) 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 Section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24.

HUD-4010 (06/2022)
Previous editions are obsolete. Page 5 of 5 ref. Handbook 1344.1 (ii) No part of this Contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of Section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24.
(iii) Anyone who knowingly makes, presents, or submits a false, fictitious, or fraudulent statement, representation or certification is subject to criminal, civil and/or administrative sanctions, including fines, penalties, and imprisonment (e.g., 18 U.S.C. §§ 287, 1001, 1010, 1012; 31 U.S.C. §§ 3729, 3802. (11) Complaints, Proceedings, or Testimony by Employees. No laborer or mechanic, to whom the wage, salary, or other labor standards provisions of this Contract are applicable, shall be discharged or in any other manner discriminated against by the contractor or any subcontractor because such employee has filed any complaint or instituted or caused to be instituted any proceeding or has testified or is about to testify in any proceeding under or relating to the labor standards applicable under this Contract to his employer.

B. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT
The provisions of this paragraph (b) are applicable where the amount of the prime contract exceeds $100,000. As used in this paragraph, the terms “laborers” and “mechanics” include watchmen 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 the individual is employed on such work to work in excess of 40 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 40 hours in such workweek.
(2) Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in subparagraph B(1) of this paragraph, the contractor, and any subcontractor responsible therefor, shall be liable for the unpaid wages. 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 watchmen and guards, employed in violation of the clause set forth in subparagraph B(1) of this paragraph, in the sum set by the U.S.

Department of Labor at 29 CFR 5.5(b)(2) for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of 40 hours without payment of the overtime wages required by the clause set forth in subparagraph B(1) of this paragraph. In accordance with the Federal Civil Penalties Inflation Adjustment Act of 1990 (28 U.S.C. § 2461 Note), the DOL adjusts this civil monetary penalty for inflation no later than January 15 each year. (3) Withholding for unpaid wages and liquidated damages. HUD or its designee shall, upon its own action or upon written request of an authorized representative of the U.S. Department of Labor, withhold or cause to be withheld from any moneys payable on account of work performed by the contractor or subcontractor under any such contract, or any other Federal contract with the same prime contract, or any other Federally-assisted contract subject to the Contract Work Hours and Safety Standards Act which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages, as provided in the clause set forth in subparagraph B(2) of this paragraph. (4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in subparagraph B(1) through (4) of this paragraph and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in subparagraphs B(1) through (4) of this paragraph.

C. HEALTH AND SAFETY
The provisions of this paragraph (c) 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.

"General Decision Number: CA20250024 09/05/2025
Superseded General Decision Number: CA20240024
State: California
Construction Types: Building, Heavy (Heavy and Dredging) and Highway
County: Orange County in California.

BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1).
______________________________________________________________ |If the contract is entered |. Executive Order 14026 |
|into on or after January 30, | generally applies to the | |2022, or the contract is | contract. |
|renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at |
|after January 30, 2022: | least $17.75 per hour (or |
| | the applicable wage rate |
| | listed on this wage |
| | determination, if it is |
| | higher) for all hours |
| | spent performing on the |
| | contract in 2025. |
|______________________________|_____________________________| |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. |
|contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $13.30 per hour (or the |
| | applicable wage rate listed|
| | on this wage determination,|
| | if it is higher) for all |
| | hours spent performing on |
| | that contract in 2025. |
|______________________________|_____________________________| The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a
conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at
http://www.dol.gov/whd/govcontracts.
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Modification Number Publication Date
0 01/03/2025
1 01/24/2025
2 02/07/2025
3 02/21/2025
4 02/28/2025
5 03/28/2025
6 06/06/2025
7 08/01/2025
8 08/08/2025
9 08/15/2025
10 08/22/2025
11 09/05/2025
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
---------------------------------------------------------------- * BRCA0004-010 05/01/2024
Rates Fringes
BRICKLAYER; MARBLE SETTER........$ 45.53 20.29
*The wage scale for prevailing wage projects performed in Blythe, China lake, Death Valley, Fort Irwin, Twenty-Nine Palms, Needles and 1-15 corridor (Barstow to the Nevada State Line) will be Three Dollars ($3.00) above the
standard San Bernardino/Riverside County hourly wage rate ---------------------------------------------------------------- BRCA0018-004 06/01/2024
Rates Fringes
MARBLE FINISHER..................$ 43.38 15.36
TILE FINISHER....................$ 37.96 13.77
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TILE LAYER.......................$ 51.82 19.32
---------------------------------------------------------------- BRCA0018-010 09/01/2024
Rates Fringes
TERRAZZO FINISHER................$ 42.11 14.67
TERRAZZO WORKER/SETTER...........$ 49.62 15.26
---------------------------------------------------------------- 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): $0.13 per hour additional.
---------------------------------------------------------------- CARP0213-004 01/01/2024
Rates Fringes
Drywall
DRYWALL INSTALLER/LATHER....$ 48.86 22.88
STOCKER/SCRAPPER............$ 20.80 9.97
---------------------------------------------------------------- CARP0721-001 07/01/2021
Rates Fringes
Modular Furniture Installer......$ 21.85 7.15
---------------------------------------------------------------- ELEC0011-001 01/01/2024

COMMUNICATIONS AND SYSTEMS WORK
Rates Fringes
Communications System
Installer...................$ 46.47 3%+17.08
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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.
---------------------------------------------------------------- ELEC0441-001 12/30/2024
Rates Fringes
CABLE SPLICER....................$ 62.99 24.79
ELECTRICIAN......................$ 60.22 24.71
---------------------------------------------------------------- * ELEC0441-003 06/30/2025
COMMUNICATIONS & SYSTEMS WORK (excludes any work on Intelligent Transportation Systems or CCTV highway systems)
Rates Fringes
Communications System
Installer...................$ 49.73 17.54
Technician..................$ 31.23 15.39
SCOPE OF WORK The work covered shall include the
installation, testing, service and maintenance, of the
following systems that utilize the transmission and/or
transference of voice, sound, vision and digital for
commercial, education, security and entertainment purposes for TV monitoring and surveillance, background foreground music, intercom and telephone interconnect, inventory
control systems, microwave transmission, multi-media,
multiplex, nurse call system, radio page, school intercom and sound, burglar alarms and low voltage master clock
systems.

A. Communication systems that transmit or receive information and/or control systems that are intrinsic to the above
listed systems SCADA (Supervisory control/data acquisition PCM (Pulse code modulation) Inventory control systems
Digital data systems Broadband & baseband and carriers
Point of sale systems VSAT data systems Data communication systems RF and remote control systems Fiber optic data
systems
B. Sound and Voice Transmission/Transference Systems
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Background-Foreground Music Intercom and Telephone
Interconnect Systems Sound and Musical Entertainment
Systems Nurse Call Systems Radio Page Systems School
Intercom and Sound Systems Burglar Alarm Systems
Low-Voltage Master Clock Systems Multi-Media/Multiplex
Systems Telephone Systems RF Systems and Antennas and Wave Guide
C. *Fire Alarm Systems-installation, wire pulling and
testing.

D. Television and Video Systems Television Monitoring and Surveillance Systems Video Security Systems Video
Entertainment Systems Video Educational Systems CATV and CCTV
E. Security Systems, Perimeter Security Systems, Vibration Sensor Systems
Sonar/Infrared Monitoring Equipment, Access Control Systems, Card Access Systems
*Fire Alarm Systems

1. Fire Alarms-In Raceways: Wire and cable pulling in
raceways performed at the current electrician wage rate and fringe benefits.

2. Fire Alarms-Open Wire Systems: installed by the Technician. ---------------------------------------------------------------- ELEC0441-004 12/30/2024
Rates Fringes

ELECTRICIAN (TRANSPORTATION

SYSTEMS, TRAFFIC SIGNALS &

STREET LIGHTING)
Cable Splicer/Fiber Optic
Splicer.....................$ 60.82 24.72
Electrician.................$ 60.22 24.71
Technician..................$ 45.17 24.26
SCOPE OF WORK: Electrical work on public streets, freeways, toll-ways, etc, above or below ground. All work necessary for the installation, renovation, repair or removal of
Intelligent Transportation Systems, Video Surveilance
Systems (CCTV), Street Lighting and and Traffic Signal work or systems whether underground or on bridges. Includes
dusk to dawn lighting installations and ramps for access to or egress from freeways, toll-ways, etc.

Intelligent Transportation Systems shall include all systems and components to control, monitor, and communicate with pedestrian or vehicular traffic, included but not limited to: installation, modification, removal of all Fiber optic Video System, Fiber Optic Data Systems, Direct interconnect and Communications Systems, Microwave Data and Video
Systems, Infrared and Sonic Detection Systems, Solar Power Systems, Highway Advisory Radio Systems, highway Weight and Motion Systems, etc.

Any and all work required to install and maintain any
specialized or newly developed systems. All cutting,
fitting and bandaging of ducts, raceways, and conduits.

The cleaning, rodding and installation of ""fish and pull wires"". The excavation, setting, leveling and grouting of precast manholes, vaults, and pull boxes including ground rods or grounding systems, rock necessary for leveling and drainagae as well as pouring of a concrete envelope if
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needed.

JOURNEYMAN TRANSPORTATION ELECTRICIAN shall perform all tasks necessary toinstall the complete transportation system.

JOURNEYMAN TECHNICIAN duties shall consist of: Distribution of material at job site, manual excavation and backfill, installation of system conduits and raceways for
electrical, telephone, cable television and comnmunication systems. Pulling, terminating and splicing of traffic
signal and street lighting conductors and electrical
systems including interconnect, dector loop, fiber optic cable and video/data.
---------------------------------------------------------------- ELEC1245-001 01/01/2025
Rates Fringes

LINE CONSTRUCTION
(1) Lineman; Cable splicer..$ 70.16 24.71
(2) Equipment specialist
(operates crawler
tractors, commercial motor
vehicles, backhoes,
trenchers, cranes (50 tons
and below), overhead &
underground distribution
line equipment).............$ 53.30 22.26
(3) Groundman...............$ 40.76 21.76
(4) Powderman...............$ 51.87 18.79
HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day,
Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day
---------------------------------------------------------------- ELEV0018-001 01/01/2025
Rates Fringes
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
Rates Fringes
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,
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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
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 9/10/25, 10:40AMSAM.gov
https://sam.gov/wage-determination/CA20250024/117/25

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 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
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(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 (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
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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. 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)
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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, 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;
9/10/25, 10:40AMSAM.gov
https://sam.gov/wage-determination/CA20250024/1111/25

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, 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
9/10/25, 10:40 AM SAM.gov
https://sam.gov/wage-determination/CA20250024/11 12/25

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
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 9/10/25, 10:40AMSAM.gov
https://sam.gov/wage-determination/CA20250024/1113/25

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 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 9/10/25, 10:40AMSAM.gov
https://sam.gov/wage-determination/CA20250024/1114/25

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,
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 ---------------------------------------------------------------- LABO0300-005 07/01/2025
Rates Fringes
Asbestos Removal Laborer.........$ 46.48 25.93
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 07/01/2025
Rates Fringes

LABORER (GUNITE)
GROUP 1.....................$ 55.88 23.77
GROUP 2.....................$ 54.93 23.77
GROUP 3.....................$ 51.39 23.77
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 9/10/25, 10:40 AM SAM.gov
https://sam.gov/wage-determination/CA20250024/11 15/25

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
---------------------------------------------------------------- LABO0652-001 07/01/2025
Rates Fringes

LABORER (TUNNEL)
GROUP 1.....................$ 53.60 25.74
GROUP 2.....................$ 53.92 25.74
GROUP 3.....................$ 54.38 25.74
GROUP 4.....................$ 55.07 25.74

LABORER
GROUP 1.....................$ 46.48 25.95
GROUP 2.....................$ 47.03 25.95
GROUP 3.....................$ 47.58 25.95
GROUP 4.....................$ 49.13 25.95
GROUP 5.....................$ 49.48 25.95

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 9/10/25, 10:40 AM SAM.gov
https://sam.gov/wage-determination/CA20250024/11 16/25

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
shredder; Underground laborer, including caisson bellower 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: Chucktender, cabletender; Loading and unloading 9/10/25, 10:40AMSAM.gov
https://sam.gov/wage-determination/CA20250024/1117/25

agitator cars; Vibrator person, jack hammer, pneumatic
tools (except driller); Bull gang mucker, track person; Concrete crew, including rodder and spreader
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 ---------------------------------------------------------------- LABO0652-003 07/01/2024
Rates Fringes
Brick Tender.....................$ 41.53 22.54
---------------------------------------------------------------- LABO1184-001 07/01/2025
Rates Fringes
Laborers: (HORIZONTAL

DIRECTIONAL DRILLING)
(1) Drilling Crew Laborer...$ 47.94 20.86
(2) Vehicle Operator/Hauler.$ 48.11 20.86
(3) Horizontal Directional
Drill Operator..............$ 49.96 20.86
(4) Electronic Tracking
Locator.....................$ 51.96 20.86
Laborers: (STRIPING/SLURRY
SEAL)
GROUP 1.....................$ 49.30 23.97
GROUP 2.....................$ 50.60 23.97
GROUP 3.....................$ 52.61 23.97
GROUP 4.....................$ 54.35 23.97

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 9/10/25, 10:40 AM SAM.gov
https://sam.gov/wage-determination/CA20250024/11 18/25

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
---------------------------------------------------------------- LABO1414-001 08/06/2025
Rates Fringes

LABORER
PLASTER CLEAN-UP LABORER....$ 46.17 25.97
PLASTER TENDER..............$ 48.72 25.97
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- PAIN0036-001 07/01/2023
Rates Fringes
Painters: (Including Lead
Abatement)
(1) Repaint (excludes San
Diego County)...............$ 29.59 17.12
(2) All Other Work..........$ 38.52 18.64
REPAINT of any previously painted structure. Exceptions:
work involving the aerospace industry, breweries,
commercial recreational facilities, hotels which operate commercial establishments as part of hotel service, and sports facilities.
---------------------------------------------------------------- PAIN0036-008 09/01/2024
Rates Fringes
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
---------------------------------------------------------------- PLAS0200-009 08/03/2022
9/10/25, 10:40 AM SAM.gov
https://sam.gov/wage-determination/CA20250024/11 19/25

Rates Fringes
PLASTERER........................$ 47.37 19.64
---------------------------------------------------------------- PLAS0500-002 07/01/2023
Rates Fringes
CEMENT MASON/CONCRETE FINISHER...$ 44.00 27.11
---------------------------------------------------------------- PLUM0016-001 09/01/2024
Rates Fringes

PLUMBER/PIPEFITTER
Work ONLY on new additions
and remodeling of bars,
restaurant, 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 08/01/2025
Rates Fringes
ROOFER...........................$ 52.63 20.73
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.
---------------------------------------------------------------- SFCA0669-008 01/01/2025

DOES NOT INCLUDE SAN CLEMENTE ISLAND, THE CITY OF SANTA ANA, AND THAT PART OF ORANGE COUNTY WITHIN 25 MILES OF THE CITY LIMITS OF LOS ANGELES:
9/10/25, 10:40 AM SAM.gov
https://sam.gov/wage-determination/CA20250024/11 20/25

Rates Fringes
SPRINKLER FITTER.................$ 47.45 28.50
---------------------------------------------------------------- SFCA0709-003 09/01/2023

SAN CLEMENTE ISLAND, THE CITY OF SANTA ANA, AND THAT PART OF ORANGE COUNTY WITHIN 25 MILES BEYOND THE CITY LIMITS OF LOS ANGELES:

Rates Fringes
SPRINKLER FITTER (Fire)..........$ 54.29 32.00
---------------------------------------------------------------- SHEE0105-003 01/01/2025
LOS ANGELES (South of a straight line drawn between Gorman and Big Pines)and Catalina Island, INYO, KERN (Northeast part, East of Hwy 395), MONO ORANGE, RIVERSIDE, AND SAN BERNARDINO COUNTIES Rates Fringes

SHEET METAL WORKER
(1) Commercial - New
Construction and Remodel
work........................$ 59.31 30.43
(2) Industrial work
including air pollution
control systems, noise
abatement, hand rails,
guard rails, excluding
aritechtural sheet metal
work, excluding A-C,
heating, ventilating
systems for human comfort...$ 56.95 30.04
---------------------------------------------------------------- TEAM0011-002 07/01/2025
Rates Fringes

TRUCK DRIVER
GROUP 1....................$ 41.59 35.69
GROUP 2....................$ 41.74 35.69
GROUP 3....................$ 41.87 35.69
GROUP 4....................$ 42.06 35.69
GROUP 5....................$ 42.09 35.69
GROUP 6....................$ 42.12 35.69
GROUP 7....................$ 42.37 35.69
GROUP 8....................$ 42.62 35.69
GROUP 9....................$ 42.82 35.69
GROUP 10....................$ 43.12 35.69
GROUP 11....................$ 43.62 35.69
GROUP 12....................$ 44.05 35.69
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]
9/10/25, 10:40 AM SAM.gov
https://sam.gov/wage-determination/CA20250024/11 21/25

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;
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 9/10/25, 10:40 AM SAM.gov
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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 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 9/10/25, 10:40 AM SAM.gov
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computing a weighted average rate based on all the rates reported in the survey for that classification. As a weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SUFL2022-007 6/27/2024. SU indicates the rate is a single non-union
prevailing rate or a weighted average of survey data for that classification. FL indicates the State of Florida. 2022 is the year of the survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 6/27/2024 in the example, indicates the survey completion date for the classifications and rates under that identifier. ?SU? wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(1).

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

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

WAGE DETERMINATION APPEALS PROCESS
1) Has there been an initial decision in the matter? This can be:
a) a survey underlying a wage determination
b) an existing published wage determination
c) an initial WHD letter setting forth a position on
a wage determination matter
d) an initial conformance (additional classification
and rate) determination
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
9/10/25, 10:40 AM SAM.gov
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U.S. Department of Labor
200 Constitution Avenue, N.W.

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

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

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

Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.
3) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210.
================================================================ END OF GENERAL DECISION"

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Item No. 4.10
City of Laguna Hills
City Council / Planning Agency
Staff Report
Date: October 28, 2025
To: Mayor and Council Members
From: Joe Ames, Interim City Manager
Issue: Informal Bidding Ordinance Use Quarterly Report for Public Works Projects Recommendation: That the City Council receive and file the report.

Background:

On October 24, 2023, the City Council adopted an Ordinance adding Chapter 3-36 (Informal Bidding – Public Projects) to Title 3 (Revenue and Finance) of the Laguna Hills Municipal Code to provide informal bidding procedures in accordance with the Uniform Public Construction Cost Accounting Act.

Chapter 3-36 reduces contract award process time, improves the timeliness of project completion, reduces paperwork, and simplifies overall project administration for “public projects” more than $5,000 and up to $200,000. “Public projects” are defined to include: construction, reconstruction, erection, alteration, renovation, improvement, demolition, and repair work involving any publicly owned, leased, or operated facility.

This definition also includes painting or repainting of any publicly owned, leased, or operated facility (Public Contract Code Section 22002).

During the discussion of the adoption of the Ordinance, City Council directed that City staff prepare a quarterly report for City Council review of the use of Chapter 3-36 for public projects that were let by negotiated contract. Under Chapter 3-36, the City Manager may let public projects of $60,000 or less by negotiated contract. Public projects over $60,000 up to $220,000 may use a streamlined procedure for bidding, but the contract must be awarded by City Council. ($220,000 is the latest limit adopted for informal bidding by the California Uniform Construction Cost Accounting Commission.)

Item No. 4.10
Attached is a list of public projects during the most recent quarter (for the period of July 1, 2025 through September 30, 2025) let by negotiated contracts between $5,000 and $60,000.

Fiscal Impact:

The public projects during the most recent quarter let by negotiated contracts totaled $110,240.04. The attached report details the account numbers from which each invoice was paid. Sufficient budget was available in each account number for the work.

Attachments:

1. Quarterly Informal Bidding Ordinance Report July 1 thrugh September 30 2025

City of Laguna Hills
Informal Bidding Ordinance: Quarterly Report of Negotiated Contracts - Paid Invoices July 1, 2025 to September 30, 2025
Vendor Invoice # Post Date Amount Account # Description of Services CDF Distributors CalCard (5166) 08.06.25 08/06/2025 $ 5,258.93 100-355-645500 Facility Maintenance & Repairs Conference Room Doors Irvine Fence Inc CABOT PARK LOW FIELD 07/10/2025 $ 17,500.00 100-355-910000 Furniture & Equipment Chain Link Fence, Jul '25 Jamey Clark, Inc. 76862 09/18/2025 $ 7,739.94 600-255-950505 Civic Center Improvements City Hall, New Doors, CIP #505, Sep '25 Jamey Clark, Inc. 76863 09/18/2025 $ 10,201.17 600-255-950505 Civic Center Improvements City Hall, Wellness Room, CIP #505, Sep '25 Jamey Clark, Inc. 76821 09/18/2025 $ 11,275.00 600-255-950505 Civic Center Improvements City Hall, Conf Room Wall Build, CIP #505, Aug '25 Jamey Clark, Inc. 76575 07/17/2025 $ 48,850.00 600-255-950505 Civic Center Improvements Stucco Wall Repair, CIP #505, Jul '25 Mastercare Protection and Cleaning Inc 39944 09/18/2025 $ 9,415.00 100-355-645500 Facility Maintenance & Repairs Elec & File Rooms Remediation & Clearance Testing TOTAL: $ 110,240.04

Item No. 4.11
City of Laguna Hills
City Council / Planning Agency
Staff Report
Date: October 28, 2025
To: Mayor and Council Members
From: Jennifer Lowe, Community Development Director
Issue: Development Application Status Report
Recommendation: That the City Council receive and file the report.

Background:

The City Council has indicated that based on potential impact(s) to the community, certain projects warrant a regular status update. The purpose of this Status Report is to identify new and pending major development applications in process with the City’s Community Development Department which will require a public hearing. Links to project documents are available on the City’s website
at: https://lagunahillsca.gov/PlanningProjects.

Case Number USE-0231-2025 (CUP)
Project Location 23297 South Pointe Drive
Project
Description
Request for conditional use permit to establish a community care facility in the Mixed Use (MXU) zone.

Applicant Daniel Avdee, Manifest Behavioral Health
Project Planner Elizabeth Yee, Contract Planner
Status The application was submitted on August 1, 2025. Staff is currently processing the application and plans; the item will be scheduled for public hearing when ready.

Item No. 4.11
Case Number USE-0211-2025 (SDP/VTTM)
Project Location 23161 Mill Creek
Project
Description
Request to redevelop a 2.34-acre commercial office property with 36 residential units.

Applicant Aylene Chu, on behalf of Toll West Coast, LLC (Toll Brothers) for Khoshbin Hillside, LLC (Property Owner)
Project Planner David Blumenthal, Contract Planner
Status This project was initially submitted as a preliminary application under SB 330 on December 18, 2024. The formal development application was submitted on January 30, 2025. To date, the application has been deemed incomplete twice (February 28, 2025, and May 1, 2025), with the most recent resubmittal of the application by the Applicant received by staff on May 9, 2025. On May 28, 2025, the application was deemed complete. On August 22, 2025, the City submitted a letter to the Applicant identifying reasons the proposed Project is, or potentially is, inconsistent, not in compliance, or not in conformity with City plans, programs, policies, ordinances, standards, and requirements. The applicant resubmitted plans on September 9, 2025. The project was reviewed by Staff in accordance with Gov. Code §65589.5. Staff is continuing to work with the Applicant on various aspects of the application.

Case Number USE-0209-2025 (SDP/VTTM)
Project Location 23272, 23282, 23422, 23382, 23332 Mill Creek Drive; 24461, 24411 Ridge Route Drive
Project
Description
Request to construct 464 residential units.

Applicant John Stack, on behalf of Ridge Route LLC, KB Mill Creek DST, KB Spectrum Summit Plaza, LLC
Project Planner David See, Contract Planner
Status This project was initially submitted as a preliminary application under SB 330 on October 29, 2024. The formal development