Agenda packet — Laguna Hills City Council, October 8, 2024 (part 3 of 3)

1774061.2 SP-67 LH 6909-01/2023
PART 7 – STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS
700-5.8.2 Inductive Loop Detectors [Add the following to this Section]:

Traffic signal equipment for loop detector installation and push button assemblies shall conform to Subsection 86-1.02 “Materials” of the Caltrans Standard Specifications. Loop detectors shall be installed per the detail in the plans. Installation of the push button assemblies shall be per Caltrans Standard Plan ES-5C.
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 Replace Existing Pull Boxes and Covers bid item 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 cast in-place pull boxes, saw cutting, existing 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) 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]:

As part of the preparation work for traffic signal loop installations, prior to performing any adjacent cold milling, pavement removal or other damaging operations, the Contractor shall disconnect the existing lead-in line and note the existing loop connection configurations. No additional compensation will be allowed for the labor required to ensure the proper re-connection of the detector loops. Upon completion of the traffic detector loop installations the first inspection by the City shall be provided at no cost to the Contractor. Should a second inspection be required due to workmanship of the Contractor, then the cost of re-inspection shall be at the Contractor’s expense. If the Contractor damages any of the traffic loops, the Contractor must notify the City immediately and make necessary repairs within 3 working days of incident.

If the existing traffic signal conduit is found to be shallow (within the digout excavation areas) the Contractor shall be required to adjust the conduit depth as directed by the City. Any shallow traffic signal conduit that is encountered within the pavement “dig out” areas shall be lowered on a time and materials basis. The subcontractor utilized by the Contractor for this work shall be subject to advanced approval of the City.

REVISED 9/23/2024

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1774061.2 SP-68 LH 6909-01/2023
Detectors shall conform to the Standard Specifications and these Special Provisions:
- If any one loop is damaged the entire affected grouping of loops shall also be replaced. - Vehicle Detectors shall be of the inductive loop type. - All home run detection wires shall be located ahead of the loops. - Twisting of loop runs is required.
- Presence loops shall be spaced 10’ apart, wired in a series format and set at edge of the lead cross walk stripe or limit line.
- Loop wire shall be Type 2.
- Loop detector lead-in cable shall be 2 # 16 cable, with white and black insulation. - Advanced loops shall be Type “E”, 6’ diameter, with one pair of DLCs per lane with one channel per advance loop. Four turns shall be provided in each loop where the DLC is less than 500 feet; otherwise five turns shall be required. - Four, Type “E”, 6’ diameter loops shall be used in all left turn pockets, with two pair of DLCs. If only one pair of DLC presently exists the Contractor shall still install two pair of DLCs and splice them to the single DLC until such time that they can be upgraded in the future per a separate project.
- PVC conduit per Standard Plan ES-5E, Curb Termination Detail. - All loops shall have a minimum of 2 – 1/8” clearance of sealer above loop wires (maximum 6” clearance).
- Sealant for inductive loops shall be hot rubberized asphalt sealant conforming to the provisions as specified in Section 86-1.02 of the State Standard Specifications The Contractor shall obtain approval of exact loop locations prior to final placement. The preliminary striping layout shall be performed prior to loop detector layout and loops shall be centered in the traveled portion of the lane.

Prior to Project acceptance all loops shall be meggered from the controller cabinet to verify continuity of all splices as well as inductance of loops. Continuity tests shall be witnessed by the Owner’s Representative.

The contractor shall test the detector with a motor driven cycle, as defined in the California Vehicle Code, which is licensed for street use by the Department of Motor Vehicle of the State of California. The unladened weight of the vehicle shall not exceed 220 pounds and the engine displacement shall not exceed 100 cubic centimeters. Special features, components or vehicles designed to activate the detectors will not be permitted. The Contractor shall provide an operator who shall drive the motor-driven cycle through the response or detection area of the detector at not less than 7 miles per hour. The detector shall provide an indication in response to this test. 307-17.7.7 Payment.

Payment for Install Detector Loops shall be per the Contract unit price bid per EACH and shall be considered full compensation for the furnishing of all labor, equipment, materials and for performing all of the work shown on the Plans and/or specified herein, as depicted on the plans and in the Bid Schedule of these Specifications.

REVISED 9/23/2024

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1774061.2
Appendix A – Water Pollution Control Plan Template

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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

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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
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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

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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?

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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

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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

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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

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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.

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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.

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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

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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

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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.

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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.

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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

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Water Pollution Control Program (WPCP)
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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

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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.

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Water Pollution Control Program (WPCP)
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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

INSERT NARRATIVE DESCRIBING TEMPORARY SEDIMENT CONTROL BMPs

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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.

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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

INSERT NARRATIVE DESCRIBING TRACKING CONTROL BMPs

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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.

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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

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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.

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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

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INSERT NARRATIVE DESCRIBING NON-STORM WATER MANAGEMENT POLLUTION CONTROL BMPs

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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.

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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

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Water Pollution Control Program (WPCP)
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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.

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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.

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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.

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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

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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

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Water Pollution Control Program (WPCP)
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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.

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 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.

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1774061.2
Appendix B – Applicable Standard Plans

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COUNTY OF ORANGE, OC PUBLIC WORKS DEPARTMENT

SPPWC STANDARD PLANS - CURB & SIDEWALK JOINTS
Revision: August 2018
SHT. OF
112-2-OC
Approved
1 1
STD. PLAN

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COUNTY OF ORANGE, OC PUBLIC WORKS DEPARTMENT
1
2 SPPWC STANDARD PLAN - CURB AND GUTTER-BARRIER
Revision: August 2018
Approved
120-2-OC
STD. PLAN
SHT. OF 1 1
1
2 1
2

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COUNTY OF ORANGE, OC PUBLIC WORKS DEPARTMENT

SPPWC STANDARD PLAN - CROSS AND LONGITUDINAL GUTTERS
Revision: August 2018
Approved
122-2-OC
STD. PLAN
SHT. OF 1 1

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COUNTY OF ORANGE, OC PUBLIC WORKS DEPARTMENT

SPPWC STANDARD PLAN - ASPHALT CONCRETE PAVEMENT REPLACEMENT Revision: August 2018
Approved
STD. PLAN
133-3-OC
SHT. OF 1 2

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COUNTY OF ORANGE, OC PUBLIC WORKS DEPARTMENT

SPPWC STANDARD PLAN - ASPHALT CONCRETE PAVEMENT REPLACEMENT Revision: August 2018
Approved
STD. PLAN
133-3-OC
SHT. OF 2 2

Page 649 of 720 ends

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COUNTY OF ORANGE, OC PUBLIC WORKS DEPARTMENT

SPPWC STANDARD PLAN - MEDIAN TAPER
Revision: August 2018
Approved
140-3-OC
STD. PLAN
SHT. OF 1 1

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COUNTY OF ORANGE, OC PUBLIC WORKS DEPARTMENT

SPPWC STANDARD PLAN - MEDIAN FLARE
Revision: August 2018
Approved
STD. PLAN
141-2-OC
SHT. OF 1 1

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1774061.2
Appendix C – Aliso Viejo Encroachment Permit Application

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ENCROACHMENTPERMIT

APPLICATION
Single Day or
Non-Construction Permit: Minimum fee is $178.17.

Multi-Day Permit: Encroachment Permit inspection fees are based upon actual costs billed at current rate. Initial deposits shall be determined by estimating 1 hour/day for the duration of the project, or $3,650, whichever is greater. Actual inspection time varies based upon project type and duration. Refer to the Financial Disclosure Form (F-100) for more information on deposits.

CITY OF ALISO VIEJO

PUBLIC WORKS DEPARTMENT
12 JOURNEY, SUITE 100 / ALISO VIEJO, CA 92656
PHONE: 949/425-2530 / FAX: 949/425-3899
EMAIL:[email protected]

1. Address of Encroachment:

2. Purpose/Description:

3. Start Date: Duration: Days Completion Date:

4. Applicant's Name / Company:

Address: City / Zip:

Phone: Fax or Email:

Field Contact: Cell Phone:

5. Applicant’s Signature: Date:

Page 655 of 720 ends

7/1/18

CITY OF
Aliso Viejo
12 JOURNEY, SUITE 100
ALISO VIEJO, CA 92656
(949) 425-2530

DEPARTMENT OF

PUBLIC WORKS
*ENCROACHMENT

PERMIT MUST

REMAIN ON-SITE

ENCROACHMENT PERMIT

INSPECTION NOTIFICATION
Encroachment
Permit Number: ____________

1. Name / Company: ___________________________________________________________________ Address: _____________________________________ City / Zip: ____________________________ Phone: __________________ Fax: __________________ Email: _____________________________

2. Contractor: ________________________________________________________________________ Field Contact: _________________________________ Cell Phone: ___________________

3. Inspection
AM
PM AM = 8am-12noon
Date: ______________________ M T W Th F PM = 12noon to 4pm

4. Type of Encroachment Inspection:

Ƒ Asphalt Repair and Paving Ƒ Condition of Street Before Work Ƒ Condition of Street After Work Ƒ Curb and Gutter Ƒ Sidewalk Ƒ Traffic Control
Ƒ Trench Backfill Ƒ Trench Depth Ƒ Other (specify): _________________ ________________________________

FOR CITY INSPECTORS USE ONLY
Initial Inspection: Ƒ PASS Ƒ FAIL Final Inspection: Ƒ PASS Ƒ FAIL Date: ________ City Inspector: _______________ Date: ________ City Inspector: ________________ Inspector Comments: ___________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ Inspections must be scheduled before the start of work (Initial) and at project completion (Final).

Please fax or email the Inspection Notification form to Public Works 48 hours in advance.

An authorized representative must be on-site.

Public Works Department
Phone: 949/425-2530 / Fax: 949/425-3899
Email: [email protected]

Page 656 of 720 ends

s:\public works\forms\encroachment..\..standard conditions rev. 01/04

CITY OF ALISO VIEJO

ENCROACHMENT PERMIT

STANDARD CONDITIONS

1. Permits issued by this Department are pursuant to the authority vested by the City Council for the City of Aliso Viejo hereinafter referred to as City.

2. Permittee agrees to save City, its agencies, etc. including its officers, agents or employees, harmless from any and all penalties, liabilities or loss resulting from claims or court actions, arising directly out of any damage or injury to persons or property by reason of the acts or omissions of Permittee, its agents, employees or independent contractors in exercising any of the privileges herein granted or in consequence thereof.

The permittee shall file a written accident report with the City of Aliso Viejo for any property damage, death or injuries on project site within 48 hours after such incident occurs. The accident report shall include, but is not limited to, the following information, if available: time and date, location, nature of accident, names of people injured, description of property damage, police report number, and description or job site condition at the time of accident.

Failure to file an accident report shall be considered a violation of the permit provisions and may cause revocation of this permit.

Accident report shall be filed with the inspection section assigned to the project. Contact can be made at the following telephone number:

City Engineer 949-425-2531

3. Should any damage or injury to City works occur during initial use and/or as a result of this permitted use, either through the acts of agents, servants, or employees of Permittee or by any independent contractor of Permittee in the exercise of the rights herein granted.

Permittee shall immediately, upon the written demand of City, restore such works to the condition of same on the date of the occurrence of said damage or injury at Permittee’s cost or expense. The question as to whether or not any such damage or injury has been caused to the works shall be determined by the City Engineer and his determination shall be final. In the event repair by City is necessary, Permittee shall pay City the cost of such repairs.

4. City reserves the right unto itself to perform any work, upon any portion or all of the area covered by this permit, or to do any other work necessary at any time. Such work may be performed without incurring any liability of any nature whatsoever to the Permittee. It is further understood and agreed that City reserves unto itself the rights of ingress over all or any portion of the subject area.

5. Neither this permit nor any of the rights herein granted shall be assigned without the prior written approval of the City.

6. By acceptance of this permit, Permittee acknowledges and assumes all responsibility for compliance with requirements of other regulatory governing agencies including, but not limited to, zoning regulations, applicable ordinances and laws, etc., of the City of Aliso Viejo the County of Orange, the State of California, or others having regulator control over the use granted herein.

7. A copy of this permit and approved plans, if applicable, shall be maintained at the site of work and be shown to any authorized representative of the City or other regulatory governing agency upon request.

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s:\public works\forms\encroachment..\..standard conditions rev. 01/04

8. No access or work shall be performed within City right-of-way without written notification to the City not less than two work days’ advance notice of the initiation of permitted use. The City shall be notified using the City’s “Encroachment Notification” form. The City shall be notified before and after the encroachment to inspect and document the condition of the public right of way. Failure of Permittee to obtain inspections shall void this permit and necessitate reapplication by Permittee.

9. This permit may be immediately revoked for reasons in the best interest of the City, including violation of permit provisions or other applicable rules and regulations or for the creation of a nuisance upon notice given by the City Engineer or authorized representative. In the event of such revocation, Permittee shall immediately cease all operations and restore City right of way as directed by City Engineer.

10. Any construction performed within City properties shall be in accordance with City standards and established criteria. Any deviation must be specifically detailed and highlighted on plans in a manner meeting the approval of City Engineer. No uses other than that as stated on this permit shall be exercised. Public right of way shall not be used for administrative operations or storage of equipment, materials, supplies, etc.

11. Traffic control devices to delineate /protect the work area shall be placed per the WATCH Manual, as a minimum. Lane closures require a traffic control plan approved by the City Engineer.

12. All work shall be performed within working hours as specified by the City Engineer.

13. Temporary patching of trenches is required on lateral cuts surface streets immediately after backfilling. Permanent pavement shall be placed within a maximum of thirty (30) working days after completion of backfilling operations. All excavations shall be backfilled or covered or otherwise protected, in a manner meeting the approval of the City Engineer, at the end of each workday.

14. Unless otherwise indicated on permit, all work shall be done in accordance with City Standards and the Standard Specification for Public Works Construction latest issues.

15. All improved streets, as shown on Master Plan of Arterial Highways, MUST be bored or tunneled. All boring, tunneling and placing conduits, casing and pipelines shall be done in such a manner that the existing driving lanes will NOT be disturbed. If any casing is installed to receive conduit or pipeline, all voids between casing and conduit shall be filled with grout or sand. Bore pit shall not encroach within five (5) feet from edge of pavement.

16. Open cutting of local streets may be permitted. Not more than one-half (1/2) of the width of a traveled way shall be disturbed at one time and the remaining width shall be kept open to traffic. Two-way traffic shall be maintained on pavement at all times.

17. Remove all signs of construction including but not limited to temporary markings for utilities and construction limits, dust and debris, and traffic control devices.

18. The public right-of-way condition including asphalt pavement or striping and markings shall be returned to their original condition. New roadway pavement, striping, and markings shall be placed if directed by the City Engineer.

19. Best Management Practices (BMP) in accordance with storm water regulations and ordinances shall be utilized in all phases of encroachment.

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1774061.2
Appendix D – Reserved

Page 659 of 720 ends

1774061.2
Appendix E – Reserved

Page 660 of 720 ends

1774061.2
APPENDIX F – FEDERAL WAGE RATE DETERMINATIONS

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"General Decision Number: CA20240024 08/23/2024
Superseded General Decision Number: CA20230024
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.

Additional information on contractor requirements and worker protections under the Executive Orders is available at
http://www.dol.gov/whd/govcontracts.
8/28/24, 4:12 PM SAM.gov
https://sam.gov/wage-determination/CA20240024/13 1/25

Page 662 of 720 ends

Modification Number Publication Date
0 01/05/2024
1 01/12/2024
2 01/26/2024
3 02/02/2024
4 02/09/2024
5 02/23/2024
6 03/08/2024
7 05/24/2024
8 06/28/2024
9 07/05/2024
10 07/12/2024
11 08/09/2024
12 08/16/2024
13 08/23/2024
ASBE0005-002 09/01/2023
Rates Fringes
Asbestos Workers/Insulator
(Includes the application of
all insulating materials,
protective coverings,
coatings, and finishes to all
types of mechanical systems).....$ 49.58 25.27
Fire Stop Technician
(Application of Firestopping
Materials for wall openings
and penetrations in walls,
floors, ceilings and curtain
walls)...........................$ 36.97 20.36
---------------------------------------------------------------- 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 06/01/2023
Rates Fringes
8/28/24, 4:12 PM SAM.gov
https://sam.gov/wage-determination/CA20240024/13 2/25

Page 663 of 720 ends

MARBLE FINISHER..................$ 40.21 15.23
TILE FINISHER....................$ 34.78 13.64
TILE LAYER.......................$ 48.29 19.18
---------------------------------------------------------------- BRCA0018-010 09/01/2023
Rates Fringes
TERRAZZO FINISHER................$ 39.95 14.65
TERRAZZO WORKER/SETTER...........$ 47.85 15.14
---------------------------------------------------------------- CARP0213-001 07/01/2021
Rates Fringes

CARPENTER
(1) Carpenter, Cabinet
Installer, Insulation
Installer, Hardwood Floor
Worker and acoustical
installer...................$ 51.60 16.28
(2) Millwright..............$ 52.10 16.48
(3) Piledrivermen/Derrick
Bargeman, Bridge or Dock
Carpenter, Heavy Framer,
Rock Bargeman or Scowman,
Rockslinger, Shingler
(Commercial)................$ 51.73 16.28
(4) Pneumatic Nailer,
Power Stapler...............$ 51.85 16.28
(5) Sawfiler...............$ 51.69 16.28
(6) Scaffold Builder.......$ 42.80 16.28
(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): $0.13 per hour additional.
---------------------------------------------------------------- CARP0213-004 07/01/2021
Rates Fringes
Drywall
DRYWALL INSTALLER/LATHER....$ 51.60 16.28
STOCKER/SCRAPPER............$ 22.16 8.62
---------------------------------------------------------------- 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
8/28/24, 4:12 PM SAM.gov
https://sam.gov/wage-determination/CA20240024/13 3/25

Page 664 of 720 ends

Installer...................$ 46.47 3%+17.08
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 01/01/2024
Rates Fringes
CABLE SPLICER....................$ 60.19 24.24
ELECTRICIAN......................$ 57.54 24.16
---------------------------------------------------------------- * ELEC0441-003 06/26/2023
COMMUNICATIONS & SYSTEMS WORK (excludes any work on Intelligent Transportation Systems or CCTV highway systems)
Rates Fringes
Communications System
Installer...................$ 44.33 16.43
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
8/28/24, 4:12 PM SAM.gov
https://sam.gov/wage-determination/CA20240024/13 4/25

Page 665 of 720 ends

B. Sound and Voice Transmission/Transference Systems
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 01/01/2024
Rates Fringes

ELECTRICIAN (TRANSPORTATION

SYSTEMS, TRAFFIC SIGNALS &

STREET LIGHTING)
Cable Splicer/Fiber Optic
Splicer.....................$ 58.14 24.17
Electrician.................$ 57.54 24.16
Technician..................$ 43.16 23.72
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 8/28/24, 4:12 PM SAM.gov
https://sam.gov/wage-determination/CA20240024/13 5/25

Page 666 of 720 ends

rods or grounding systems, rock necessary for leveling and drainagae as well as pouring of a concrete envelope if
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 06/01/2024
Rates Fringes

LINE CONSTRUCTION
(1) Lineman; Cable splicer..$ 70.16 24.46
(2) Equipment specialist
(operates crawler
tractors, commercial motor
vehicles, backhoes,
trenchers, cranes (50 tons
and below), overhead &
underground distribution
line equipment).............$ 53.30 22.01
(3) Groundman...............$ 40.76 21.51
(4) Powderman...............$ 51.87 18.79
HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day,
Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day
---------------------------------------------------------------- ELEV0018-001 01/01/2024
Rates Fringes
ELEVATOR MECHANIC................$ 66.63 37.885+a+b
FOOTNOTE:
a. PAID VACATION: Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service. b. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day.
---------------------------------------------------------------- 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
8/28/24, 4:12 PM SAM.gov
https://sam.gov/wage-determination/CA20240024/13 6/25

Page 667 of 720 ends

(5) Fireman-Oiler,
Deckhand, Bargeman,
Leveehand...................$ 56.93 38.75
(6) Barge Mate..............$ 57.54 38.75
---------------------------------------------------------------- ENGI0012-024 07/01/2023
Rates Fringes
OPERATOR: Power Equipment
(All Other Work)
GROUP 1....................$ 53.90 32.80
GROUP 2....................$ 54.68 32.80
GROUP 3....................$ 54.97 32.80
GROUP 4....................$ 56.46 32.80
GROUP 6....................$ 56.68 32.80
GROUP 8....................$ 56.79 32.80
GROUP 10....................$ 56.91 32.80
GROUP 12....................$ 57.08 32.80
GROUP 13....................$ 57.18 32.80
GROUP 14....................$ 57.21 32.80
GROUP 15....................$ 57.29 32.80
GROUP 16....................$ 57.41 32.80
GROUP 17....................$ 57.58 32.80
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
8/28/24, 4:12PMSAM.gov
https://sam.gov/wage-determination/CA20240024/137/25

Page 668 of 720 ends

Workers required to suit up and work in a hazardous material environment: $2.00 per hour additional. Combination mixer and compressor operator on gunite work shall be classified as a concrete mobile mixer operator.

SEE ZONE DEFINITIONS AFTER CLASSIFICATIONS

POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch Witch, with seat or similar type equipment; Elevator
operator-inside; Engineer Oiler; Forklift operator
(includes loed, lull or similar types under 5 tons;
Generator operator; Generator, pump or compressor plant operator; Pump operator; Signalman; Switchman
GROUP 2: Asphalt-rubber plant operator (nurse tank
operator);Coil Tubing Rig Operator, Concrete mixer
operator-skip type; Conveyor operator; Fireman; Forklift operator (includes loed, lull or similar types over 5 tons; Hydrostatic pump operator; oiler crusher (asphalt or
concrete plant); Petromat laydown machine; PJU side dum jack; Screening and conveyor machine operator (or similar 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 8/28/24, 4:12PMSAM.gov
https://sam.gov/wage-determination/CA20240024/138/25

Page 669 of 720 ends

asphalt); Mechanical finisher operator (concrete,
Clary-Johnson-Bidwell or similar); Micro tunnel system
(below ground); Pavement breaker operator (truck mounted); Road oil mixing machine operator; Roller operator (asphalt or finish), rubber-tired earth moving equipment (single engine, up to and including 25 yds. struck); Self-propelled tar pipelining machine operator; Skiploader operator
(crawler and wheel type, over 3/4 yd. and up to and
including 1-1/2 yds.); Slip form pump operator (power
driven hydraulic lifting device for concrete forms);
Tractor operator-bulldozer, tamper-scraper (single engine, up to 100 h.p. flywheel and similar types, up to and
including D-5 and similar types); Tugger hoist operator (1 drum); Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator
GROUP 8: Asphalt or concrete spreading operator (tamping or finishing); Asphalt paving machine operator (Barber Greene or similar type); Asphalt-rubber distribution operator; Backhoe operator (up to and including 3/4 yd.), small ford, Case or similar types; Cable Bundling Machine Operator
(excluding handheld); Cable Trenching Machine Operator
(Spider Plow or similar types) Cast-in-place pipe laying machine operator; Combination mixer and compressor operator (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 8/28/24, 4:12PMSAM.gov
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(Calweld 200 B bucket or similar types-Watson 3000 or 5000 auger or similar types-Texoma 900 auger or similar
types-drilling depth of 105' maximum); Dual drum mixer, dynamic compactor LDC350 (or similar types); Monorail
locomotive operator (diesel, gas or electric); Motor
patrol-blade operator (single engine); Multiple engine
tractor operator (Euclid and similar type-except Quad 9 cat.); Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck); Pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator; Rubber-tired earth-moving equipment operator (single
engine, over 50 yds. struck); Rubber tired earth moving equipment operator (multiple engine, Euclid, caterpillar and similar over 25 yds. and up to 50 yds. struck), Tower crane repairman; Tractor loader operator (crawler and wheel type over 6-1/2 yds.); Woods mixer operator (and similar Pugmill equipment)
GROUP 12: Auto grader operator; Automatic slip form operator; Drilling machine operator, bucket or auger types (Calweld, auger 200 CA or similar types - Watson, auger 6000 or
similar types - Hughes Super Duty, auger 200 or similar types - drilling depth of 175' maximum); Hoe ram or similar with compressor; Mass excavator operator less tha 750 cu. 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 -
8/28/24, 4:12PMSAM.gov
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single engine, up to and including 25 yds. struck)
GROUP 19: Rotex concrete belt operator (or similar types); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any
combination, excluding compaction units - single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds.and up to and including 50 cu. yds. struck); Rubber-tired earth-moving equipment
operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction
units - multiple engine, up to and including 25 yds. struck) GROUP 20: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
single engine, over 50 yds. struck); Rubber-tired
earth-moving equipment operator, operating in tandem
(scrapers, belly dumps, and similar types in any
combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck)
GROUP 21: Rubber-tired earth-moving equipment operator, 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)
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GROUP 4: Bridge-type unloader and turntable operator;
Helicopter hoist operator
GROUP 5: Hydraulic boom truck; Stinger crane (Austin-Western or similar type); Tugger hoist operator (1 drum)
GROUP 6: Bridge crane operator; Cretor crane operator; Hoist operator (Chicago boom and similar type); Lift mobile
operator; Lift slab machine operator (Vagtborg and similar types); Material hoist and/or manlift operator; Polar
gantry crane operator; Self Climbing scaffold (or similar type); Shovel, backhoe, dragline, clamshell operator (over 3/4 yd. and up to 5 cu. yds. mrc); Tugger hoist operator GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline, clamshell operator (over 5 cu. yds. mrc); Tower crane
repair; Tugger hoist operator (3 drum)
GROUP 8: Crane operator (up to and including 25 ton
capacity); Crawler transporter operator; Derrick barge
operator (up to and including 25 ton capacity); Hoist
operator, stiff legs, Guy derrick or similar type (up to and including 25 ton capacity); Shovel, backhoe, dragline, 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)
8/28/24, 4:12 PM SAM.gov
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GROUP 2: Power-driven jumbo form setter operator
GROUP 3: Dinkey locomotive or motorperson (up to and
including 10 tons)
GROUP 4: Bit sharpener; Equipment greaser (grease truck); Slip form pump operator (power-driven hydraulic lifting device for concrete forms); Tugger hoist operator (1 drum); Tunnel locomotive operator (over 10 and up to and including 30 tons)
GROUP 5: Backhoe operator (up to and including 3/4 yd.); Small Ford, Case or similar; Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson; Loader operator (Athey, Euclid, Sierra and similar types); Mucking machine operator (1/4 yd., rubber-tired, rail or track type); Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pneumatic heading
shield (tunnel); Pumpcrete gun operator; Tractor compressor drill combination operator; Tugger hoist operator (2 drum); Tunnel locomotive operator (over 30 tons)
GROUP 6: Heavy Duty Repairman
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 8/28/24, 4:12PMSAM.gov
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Imperial and San Diego Counties, along the west edge of R9E, SBM to the south boundary of Imperial County/California state line. Follow the California state line west to Arizona state line, then north to Nevada state line, then continuing NW back to start at the point which is the NW corner of Section 1, T17N, R14E, SBM
$1.00 additional per hour for portions of SAN LUIS OBISPO, KERN, SANTA BARBARA & VENTURA as defined below:

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

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

Continue E along the south edge of T9N, SBM to the Santa Barbara County and Ventura County boundary at that point whch is the SW corner of Section 34.T9N, R24W, SBM, continue S along the Ventura County line to that point which is the SW corner of 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 8/28/24, 4:12PMSAM.gov
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state border at the point which is the NW corner of Section 1, T17N, R14E, San Bernardino Meridian. Then continue NW along the state line to the starting point, which is the center of Section 18, T10N, R22E, MDM.

REMAINING AREA NOT DEFINED ABOVE RECIEVES BASE RATE
---------------------------------------------------------------- IRON0433-006 01/01/2024
Rates Fringes

IRONWORKER
Fence Erector...............$ 42.53 26.26
Ornamental, Reinforcing
and Structural..............$ 47.45 34.90
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 07/01/2024
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Asbestos Removal Laborer.........$ 43.88 25.13
SCOPE OF WORK: Includes site mobilization, initial site cleanup, site preparation, removal of asbestos-containing material and toxic waste, encapsulation, enclosure and
disposal of asbestos- containing materials and toxic waste by hand or with equipment or machinery; scaffolding,
fabrication of temporary wooden barriers and assembly of decontamination stations.
---------------------------------------------------------------- LABO0345-001 07/01/2022
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LABORER (GUNITE)
GROUP 1.....................$ 48.50 21.37
GROUP 2.....................$ 47.55 21.37
GROUP 3.....................$ 44.01 21.37
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 8/28/24, 4:12 PM SAM.gov
https://sam.gov/wage-determination/CA20240024/13 15/25

Page 676 of 720 ends

on a portal-to-portal basis. Any work performed on, in or above any smoke stack, silo, storage elevator or similar type of structure, when such structure is in excess of
75'-0"" above base level and which work must be performed in whole or in part more than 75'-0"" above base level, that work performed above the 75'-0"" level shall be compensated for at 35 cents per hour above the applicable
classification wage rate.

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Rodmen, Nozzlemen
GROUP 2: Gunmen
GROUP 3: Reboundmen
---------------------------------------------------------------- LABO0652-001 07/01/2022
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LABORER (TUNNEL)
GROUP 1.....................$ 45.68 23.30
GROUP 2.....................$ 46.00 23.30
GROUP 3.....................$ 46.46 23.30
GROUP 4.....................$ 47.15 23.30

LABORER
GROUP 1.....................$ 36.39 21.04
GROUP 2.....................$ 36.94 21.04
GROUP 3.....................$ 37.49 21.04
GROUP 4.....................$ 39.04 21.04
GROUP 5.....................$ 39.39 21.04

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 8/28/24, 4:12 PM SAM.gov
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steel and pans; Membrane vapor barrier installer; Power broom sweeper (small); Riprap stonepaver, placing stone or wet sacked concrete; Roto scraper and tiller; Sandblaster (pot tender); Septic tank digger and installer(lead); Tank scaler and cleaner; Tree climber, faller, chain saw
operator, Pittsburgh chipper and similar type brush
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.) 8/28/24, 4:12PMSAM.gov
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GROUP 2: Chucktender, cabletender; Loading and unloading 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 07/01/2022
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Brick Tender.....................$ 37.32 21.45
---------------------------------------------------------------- LABO1184-001 07/01/2022
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Laborers: (HORIZONTAL

DIRECTIONAL DRILLING)
(1) Drilling Crew Laborer...$ 40.69 18.25
(2) Vehicle Operator/Hauler.$ 40.86 18.25
(3) Horizontal Directional
Drill Operator..............$ 42.71 18.25
(4) Electronic Tracking
Locator.....................$ 44.71 18.25
Laborers: (STRIPING/SLURRY
SEAL)
GROUP 1.....................$ 41.90 21.32
GROUP 2.....................$ 43.20 21.32
GROUP 3.....................$ 45.21 21.32
GROUP 4.....................$ 46.95 21.32

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 8/28/24, 4:12 PM SAM.gov
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Page 679 of 720 ends

(sandblasting, waterblasting, grinding) as part of the
application process. Traffic protective delineating system installer: removes, relocates, installs, permanently
affixed roadside and parking delineation barricades,
fencing, cable anchor, guard rail, reference signs,
monument markers; operation of all related machinery and equipment; power broom sweeper
GROUP 4: Striper: layout and application of traffic stripes and markings; hot thermo plastic; tape traffic stripes and markings, including traffic control; operation of all
related machinery and equipment
---------------------------------------------------------------- LABO1414-001 08/03/2022
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LABORER
PLASTER CLEAN-UP LABORER....$ 38.92 23.32
PLASTER TENDER..............$ 41.47 23.32
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- PAIN0036-001 07/01/2023
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Painters: (Including Lead
Abatement)
(1) Repaint (excludes San
Diego County)...............$ 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 09/01/2022
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DRYWALL FINISHER/TAPER...........$ 46.28 23.52
---------------------------------------------------------------- PAIN0036-015 01/01/2020
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GLAZIER..........................$ 43.45 23.39
FOOTNOTE: Additional $1.25 per hour for work in a condor, from the third (3rd) floor and up Additional $1.25 per
hour for work on the outside of the building from a swing stage or any suspended contrivance, from the ground up
---------------------------------------------------------------- PAIN1247-002 01/01/2024
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SOFT FLOOR LAYER.................$ 43.20 18.03
---------------------------------------------------------------- 8/28/24, 4:12 PM SAM.gov
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Page 680 of 720 ends

PLAS0200-009 08/03/2022
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PLASTERER........................$ 47.37 19.64
---------------------------------------------------------------- PLAS0500-002 07/01/2023
Rates Fringes
CEMENT MASON/CONCRETE FINISHER...$ 44.00 27.11
---------------------------------------------------------------- PLUM0016-001 09/01/2023
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.................$ 53.51 25.28
Work ONLY on strip malls,
light commercial, tenant
improvement and remodel
work........................$ 42.49 23.86
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........................$ 57.18 26.51
---------------------------------------------------------------- PLUM0345-001 09/01/2023
Rates Fringes

PLUMBER
Landscape/Irrigation Fitter.$ 40.20 25.90
Sewer & Storm Drain Work....$ 44.29 23.28
---------------------------------------------------------------- * ROOF0036-002 08/01/2024
Rates Fringes
ROOFER...........................$ 49.43 20.58
FOOTNOTE: Pitch premium: Work on which employees are exposed to pitch fumes or required to handle pitch, pitch base or pitch impregnated products, or any material containing coal tar pitch, the entire roofing crew shall receive $1.75 per hour ""pitch premium"" pay.
---------------------------------------------------------------- SFCA0669-008 01/01/2024

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:
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Rates Fringes
SPRINKLER FITTER.................$ 45.31 27.91
---------------------------------------------------------------- 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 07/01/2024
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........................$ 59.40 30.34
(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 07/01/2023
Rates Fringes

TRUCK DRIVER
GROUP 1....................$ 38.19 33.69
GROUP 2....................$ 38.34 33.69
GROUP 3....................$ 38.47 33.69
GROUP 4....................$ 38.66 33.69
GROUP 5....................$ 38.69 33.69
GROUP 6....................$ 38.72 33.69
GROUP 7....................$ 38.97 33.69
GROUP 8....................$ 39.22 33.69
GROUP 9....................$ 39.42 33.69
GROUP 10....................$ 39.72 33.69
GROUP 11....................$ 40.22 33.69
GROUP 12....................$ 40.65 33.69
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]
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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 8/28/24, 4:12 PM SAM.gov
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Page 683 of 720 ends

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

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)).
---------------------------------------------------------------- The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

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

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

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

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

Survey wage rates are not updated and remain in effect until a 8/28/24, 4:12 PM SAM.gov
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new survey is conducted.

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

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

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

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on a wage determination matter
* a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

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

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request 8/28/24, 4:12 PM SAM.gov
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Page 685 of 720 ends

review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

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

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

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

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

Washington, DC 20210

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

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1774061.2
APPENDIX G – URETEK QUOTE FOR ROADWAY LEVELLING

Page 687 of 720 ends

URETEK USA, Inc. [M] PO Box 1929, Tomball, Texas 77377 [S] 13900 Humble Road, Tomball, Texas 77375 [T] 888.287.3835 [W] uretekusa.com

PROPOSAL FOR

SERVICES
Prepared for:

Joe Ames
City of Laguna Hills, CA
La Paz Rd Leveling and Stability - 22/10
Prepared by:

Kyle Olsen
Project Manager
URETEK USA, Inc.
(909) 816-4038
[email protected]
www.uretekusa.com
Proposal date:

October 28, 2022
REV1: August 14, 2024

Page 688 of 720 ends

URETEK USA, Inc. Page 2 of 6
Joe,
URETEK USA, Inc. is pleased to present this proposal for our safe, non-intrusive, and long-lasting polymer repair solutions. URETEK pioneered and refined the polymer ground injection technology in use today.

We have 30 years in the business and over 100,000 (and counting) successful projects to date.

Scope of Work:

URETEK proposes to utilize our proprietary, hydro-insensitive, two-part resin technology to inject underneath the roadway for leveling and stabilization purposes. URETEK's polymers are the only to be tried and tested throughout a litany of standardized testing for ongoing Research and Development, to include being the only polymers to have a 100% pass rate in NYDOT's Panel test to prove its hydroinsensitivity, and the only polymers to have the issuance of a Los Angeles Research Report, standardized testing through city-approved testing agencies.

The work consists of the leveling and stabilization of two 20'-0" lengths of roadway on either side of an underlying box culvert, measuring 85'-0" in length across the roadway. The box culvert itself did not display any signs of failure, but the dips in the roadway appeared on both sides of the culvert. Soft soils have developed a birdbath that severely impacts the driveability of the road. The road is heavily traveled at moderate to high speeds, providing a severe health and safety risk for vehicular and pedestrian traffic. The objective of this proposal is to create a platform of solid material with which to support the roadway. With unknown soils conditions, and no existing soils testing, this estimate is being used to support the roadway to prevent differential settlement and to level the depressed section of the road to as level as practicable, however long-term stability cannot be guaranteed, and further settlement may occur, but if further settlement conditions arise then it should arise in the form of uniform settlement.

URETEK will accomplish this by drilling a series of 5/8" holes throughout the approved Scope of Work, beginning 2' from the perimeter of the approved Scope. The holes will be drilled on a 4' grid pattern, and thin-walled hollow steel tubes will be hydraulically driven to the target depths of 4' and 8'. The injection tubes will be countersunk a minimum of 6" below the pavement prior to injection operations to ensure the injection tubes remain underground after completion of the project, without impacting the final structure of the polymer-soil matrix. This will allow mill and overlay operations to occur without damaging the milling machines, and preserves the structure of the polymer-soil matrix by maintaining the structure of the thin-walled steel tubes and their connection to the polymer. URETEK polymers will be injected under pressure at those target depths after the driving of the tubes, allowing the viscous mixture to permeate the soil with maximum efficiency. The resins will then react, creating the expansive polyurethane to encompass the soil particles and fill the void space in the soil. This will tie together the soils in the injected areas, creating a stable matrix of soil and densifying the surrounding soils to increase the bearing capacity in these areas. The stabilization depths of approximately 10' is estimated to support the static and dynamic loading of vehicular traffic throughout the area.

Upon completion of injections of base material, URETEK will realign the 40'x85' roadway to as level as practicable using shallow injections (3 or 4'). Upon completion of the leveling operations, the drilled

Page 689 of 720 ends

URETEK USA, Inc. Page 3 of 6
injection holes will be sealed using an asphalt mixture in the asphalt overlay sections, and concrete fill in the concrete sections of work. Crews will then perform Method injections directly under the sidewalk slabs in the same Scope Zone to realign the sidewalk slabs witht he curb and gutter. These holes will be filled with a cementitious grout. Upon completion of sealing the injection holes, crews will demobilize.

NOTE: While URETEK will handle DigAlert services for underground locates, GPR scanning may be required and will be performed by others. Client responsible for providing As-Built plans for existing utilities, and/or marking out the existing utilities within the Scope of Work.

NOTE: This proposal does not include Traffic Control, and assumes TC will be provided by client or others.

This work shall consist of soil densification to strengthen base and sub-base soils under flexible asphalt, concrete, or composite pavement, by furnishing and injecting expansive polyurethane material into the foundation soils beneath the pavement through holes or injection tubes inserted into drilled holes at locations and depths, as shown on the plans or as directed by the Engineer, while monitoring for movement at the surface. If necessary, injection of material shall continue as needed to lift the pavement to grade.

This problem can be addressed by utilizing the URETEK Deep Injection® (UDI) or the URETEK Method® process in conjunction with our URETEK 486 STAR® hydro-insensitive polymer.

Construction Details:

URETEK will perform the following operations:
• If required, Dynamic Cone Penetrometer (DCP) tests at locations chosen by the URETEK Supervisor will be executed. DCP tests will be used to confirm existing subgrade and/or foundation soil conditions, to locates voids, and to assist in determining or confirming injection depth(s). This plan will include depths, spacing, and pattern for all injections. If testing shows additional injection levels are needed, the URETEK Project Manager will get approval from the client prior to proceeding. • Pavement Profile will be taken every 10 ft. in a longitudinal direction on edges and center of work area. Profile spots will be taken before and after injections and documented for review. During the procedure for void fill and/or pavement lifting, injections will be monitored by laser level, dial indicator, and/or string line.
• For UDI, holes will be vertically drilled to a depth sufficient to penetrate below the pavement and into the subgrade. Injection tubes will be inserted to the required depth(s) determined by the DCP test results. The holes shall be sufficiently spaced to fill voids and realign the pavement. • Production units will have mounted proportion pumps capable of maintaining proper polyurethane component material temperature, material pressure and proper mixing of component materials.

Page 690 of 720 ends

URETEK USA, Inc. Page 4 of 6
• Certified and calibrated Flow Meters will read injected material amounts of components (“A” + ”B”).

Proposed Cost:

Location #1: SUbject Roadway

33.57766313669805, -117.69850218639856
85' x 40'
Area #1: Subject Roadway - 85' x 40'
Area #2: Subject Sidewalk - 40' x 6'
Estimated Pounds: 24,776
Estimated Cost: $210,596.00
Total Estimated Pounds = 24,776
Total Material Estimate: $210,596.00
Mobilization (Each)
1 Each @ $3,500.00/Each = $3,500.00
Total Estimate: $214,096.00
This pricing is valid for up to 30 days from the date of this proposal.

Changes to Scope of Work:

All change orders must be approved in writing and signed on behalf of URETEK and the project site representative.

Items not Included in Quote:

Traffic Control, Bonding/Bond Participation, Saw Cutting, Sales Tax, Joint/Crack Sealing, Milling of Existing Asphalt Wedges (if required)
Payment Terms:

If agreement is by the pound, client will only pay for product installed. Payment terms are net 30 unless the contract states differently.

BuyBoard National Purchasing Cooperative:

URETEK is able to accept purchase orders directly through BuyBoard (https://www.buyboard.com).

Pricing is based off of BuyBoard Contract #635-21.

Page 691 of 720 ends

URETEK USA, Inc. Page 5 of 6
Warranty:

URETEK will provide a two-year unconditional warranty against settlement of more than 1/2” in pavement structures that have been injected. In the unlikely event that movement of more than 1/2” occurs in the injected pavement structure, URETEK will return to inject the pavement structure to lift to proper grade at no charge to the owner. If traffic control is not included in this proposal, URETEK would require that any traffic control required to perform the warranty work be provided by the owner.

Any bonded project shall only provide a one-year warranty from date of substantial completion. This shall not impact the URETEK two-year unconditional warranty described above.

This warranty shall be null if:
• The DCP tests reveal problems deeper than the approved injection plan and the client chooses not to address those problems at the time of this project.
• The client does not perform joint repair and/or crack sealing after URETEK completes their work on the pavement.

Concealed or Unknown Conditions:

It is the responsibility of the owner to provide as-built drawing and site condition information to URETEK before our crew gets on-site to work on a project for the owner. Site condition information includes, but not limited to soil borings reports, pavement structure drawings, water table information, and architectural drawings of structures in the work area. If it is known that there is underground infrastructure: pipes, culverts, duct banks, conduit, etc. in the proposed work area, the owner must identify them prior to work being started. URETEK will be placing tubes into the ground and injecting a low viscosity liquid. While in the liquid phase, the polymer will flow to the weakest area it encounters. If there are cracked or disjointed pipes, culverts, duct banks, conduits, etc., the structure may be infiltrated and filled with polymer. Unless noted by the owner, URETEK will proceed under the assumption that all underground infrastructure is sound. URETEK will not be held responsible for any harm, damage, or costs to repair or replace said structures that are in disrepair or have open joints.

Indemnification & Hold Harmless:

To the fullest extent permitted by law, the Subcontractor shall indemnify and hold harmless the Contractor, the Contractor's other subcontractors, the Architect, the Owner and their agents, consultants and employees (the Indemnities) from all claims for bodily injury and property damage other than to the Work itself that may arise from the performance of the Subcontract Work, including reasonable attorneys' fees, costs and expenses, that arise from the performance of the Work, but only to the extent caused by the negligent acts or omissions of the Subcontractor, the Subcontractor's Sub Subcontractors or anyone employed directly or indirectly by any of them or by anyone for whose acts any of them may be liable. This indemnity includes if the Subcontractor or any of its agents, employees, suppliers, or lower-tier Subcontractors utilize any machinery, equipment, tools, scaffolding, hoists, lifts

Page 692 of 720 ends

URETEK USA, Inc. Page 6 of 6
or similar items owned, leased, or under the control of the Contractor. The Subcontractor shall be entitled to reimbursement of any defense cost paid above Subcontractor's percentage of liability for the underlying claim to the extent attributable to the negligent acts or omissions of the Indemnities.

Schedule:

Schedule will be discussed between URETEK and client after all paperwork has been approved by both sides. Operations can accommodate day or night/weekday and/or weekend work depending on the client’s schedule. Traffic can be returned to the project area 15 minutes after our last injection.

Merit Shop Contractor:

URETEK USA, Inc. is a merit shop contractor and all services provided by this proposal will be on a merit shop basis. All reference to labor agreement of any kind, or alluded to, in a contract in principle or a subcontract, are set aside and not part of this proposal.

Operating Classification:

URETEK USA, Inc. is a self-performing, SBA designated, Small Business Entity. URETEK can also help you achieve your DBE goals.

Primary NAICS:
237310 - Highway, Street, and Bridge Construction
Secondary NAICS:
237110 - Water and Sewer Line and Related Structures Construction 237990 - Railroad Construction & Other Heavy and Civil Engineering Construction 236118 - Remodeling Construction
236210 - Industrial Building Construction
236220 - Construction (including new work, additions, alterations, maintenance, and repairs) of Commercial and Institutional Buildings and Related Structures 238190 - Other Foundation, Structure, and Building Exterior Contractors 238990 - Specialized Trade and Site Preparation
Unique Entity Identifier (UEI) #: PRF6YC157PH5
DUNS #: 556910990
CAGE code: 1T9Y9
URETEK USA, Inc. is an Equal Opportunity Employer hiring minority, disadvantaged, disabled, and veteran personnel.

Page 693 of 720 ends

PROFESSIONAL SERVICES AGREEMENT
GMU Geotechnical, Inc.

Civil Engineering Consulting Services
(Arterial Pavement Rehabilitation Project, CJP 104 & 109) THIS PROFESSIONAL SERVICES AGREEMENT (hereinafter "Agreement") is made and entered into, to be effective the 8th day of October 2024, by and between the CITY OF LAGUNA HILLS, a municipal corporation organized and existing under the laws of the State of California, (hereinafter referred to as "City") and GMU GEOTECHNICAL, INC., a California corporation (hereinafter referred to as "Consultant"). City and Consultant are sometimes hereinafter individually referred to as "Party" and are hereinafter collectively referred to as the "Parties."

RECITALS
A. City has determined that there is a need to retain the professional services of a qualified licensed civil engineering firm to provide certain civil engineering consulting services, including quality assurance testing services, for the City's Arterial Pavement Rehabilitation Project - Paseo De Valencia and La Paz Road, CIP Nos. 104 and 109 and Curb Ramp Replacement Project - Alicia Parkway, as well to provide the City with other as-needed civil engineering, project management, and consulting services that may be required on an on-call basis (the "Project").

B. Consultant has submitted to City a proposal, dated September 17, 2024, to provide the City with professional civil engineering consulting services for the Project pursuant to the terms and conditions of this Agreement.

C. Consultant represents and maintains that it is uniquely qualified by virtue of its experience, training, education, reputation, and technical expertise to provide the professional civil engineering consulting services to City for the Project and has agreed to provide such services as provided herein. City does not have the personnel, training, certification, specialized equipment, or technical expertise necessary to perform the work and services contracted for herein.

D. City desires to retain Consultant to provide such professional civil engineering consulting services for the Project.

NOW, THEREFORE, in consideration of the promises and mutual obligations, covenants, and conditions contained herein, and other valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the Parties agree as follows:

1. AGREEMENT

SERVICES OF CONSULTANT

1.1 Scope of Services and Sta.ndard of Perfo1·mance. In compliance with all terms and conditions of this Agreement, Consultant agrees to provide and perform the professional 1 Modified Insr Wrty PSA 8082024
4855-3903-3063, V. 1

Page 694 of 720 ends

civil engineering consulting services for the Project as set forth in the Proposal/Scope of Work, dated September 17, 2024, which is attached hereto as Exhibit "A' and is incorporated herein by reference (hereinafter referred to as the "Scope of Services," the "Services" or "Work"). As a material inducement to the City entering into this Agreement, Consultant acknowledges and understands that the Services and Work contracted for under this Agreement require specialized skills and abilities and that, consistent with this understanding, Consultant's Services and Work shall be performed in a skillful and competent manner and shall be held to a standard of quality and workmanship prevalent in the industry for such Services and Work and with the standards recognized as being employed by professionals in the same discipline in the State of California.

Consultant represents and warrants that it is skilled in the professional discipline necessary to perform the Services and Work and that it holds the necessary skills and abilities to satisfy the standard of work as set forth in this Agreement. Consultant represents and warrants that it and all of its employees, subconsultants and subcontractors providing any Work or Services under this Agreement shall have sufficient skill and experience to perfo1m the Services and Work assigned to them. All Services and Work shall be completed to the reasonable satisfaction of the City.

1.2 Contract Documents. The Agreement between the Parties shall consist of the following: (1) this Agreement; and, (2) the Consultant's signed, original Proposal/Scope of Work dated September 17, 2024 submitted to the City ("Consultant's Proposal"), which shall both be referred to collectively hereinafter as the "Contract Documents." The Consultant's Proposal/Scope of Work is attached hereto as Exhibit "A" and is hereby incorporated by reference and made a part of this Agreement. All provisions of the Contract Documents shall be binding on the Parties. Should any conflict or inconsistency exist in the Contract Documents, the conflict or inconsistency shall be resolved by applying the provisions in the highest priority document, which shall be determined in the following order of priority: (1 st) the terms and conditions of this Agreement; and (2nd) the provisions of the Consultant's Proposal (Exhibit "A").

1.3 Compliance with Law. Consultant shall comply at all times during the term of this Agreement with all applicable federal, state, and local laws, statutes, and ordinances and all lawful orders, rules, and regulations promulgated thereunder, including without limitation all applicable fair labor standards and Cal/OSHA requirements. Consultant shall keep itself fully informed of and in compliance with all local, state, and federal laws, rules, and regulations in any manner affecting the performance of the Work and Services, including all Cal/OSHA requirements, and shall give all notices required by law. Consultant shall be liable for all violations of such laws and regulations in connection with performing the Work and Services. If Consultant performs any Work or Services in violation of such laws, rules, and regulations, Consultant shall be solely responsible for all penalties and costs arising therefrom. Consultant shall defend, indemnify, and hold City, its elected and appointed officials, officers, employees, agents and volunteers, free and harmless from any claim or liability arising out of any failure or alleged failure to comply with such laws, rules, or regulations.

1.4 Licenses, Permits, Fees, and Assessments. Prior to performing any Services or Work hereunder Consultant shall obtain all licenses, permits, qualifications, and approvals of whatever nature that are legally required to practice its profession and perfonn the Work and Services required by this Agreement. Consultant represents and warrants to City that Consultant 2 Modified Insr Wrty PSA 8082024
4855-3903-3063, V. 1

Page 695 of 720 ends

shall, at its sole cost and expense, keep in effect at all times during the term of this Agreement and any extension, any license, permit, qualification, or approval that is legally required for Consultant to perform the Work and Services under this Agreement. Consultant shall have the sole obligation to pay for any fees, assessments, and taxes, plus applicable penalties and interest, which may be imposed by law and arise from or are necessary for the Consultant's performance of the Work and Services required by this Agreement, and shall defend, indemnify, and hold the City, its elected and appointed officials, officers, employees, agents and volunteers, free and harmless from and against any claim or liability arising out of any failure or alleged failure to obtain such license, permits, and approvals of whatever nature that are legally required to perform the Work or Services.

1.5 Familiarity with Work. By executing this Agreement, Consultant represents and warrants that it (a) has thoroughly investigated and considered the Scope of Work or Services to be performed, (b) has carefully considered how the Services should be performed and has carefully examined the location or locations at or with respect to where such Services or Work is to be performed, and ( c) fully understands the facilities, difficulties, and restrictions attending performance of the Services under this Agreement. If the Services involve work upon any site, Consultant represents and maintains that Consultant has or will investigate the site and is or will be fully acquainted with the conditions there existing, prior to commencement of any Services hereunder. Should the Consultant discover any latent or unknown conditions that will materially affect the performance of the Services hereunder, Consultant shall immediately inform the City of such fact and shall not proceed except at Consultant's risk until written instructions are received from the City.

1.6 Care of Work. Consultant shall adopt reasonable methods during the term of the Agreement to furnish continuous protection to the Work and the equipment, materials, papers, documents, plans, studies, and/or other components thereof to prevent losses or damages, and shall be responsible for all such damages, to persons or property, until acceptance of the Work by the City, except such losses or damages as may be caused by City's own negligence.

1.7 Further Responsibilities of Parties. Both Parties agree to use reasonable care and diligence to perform their respective obligations under this Agreement. Both Parties agree to act in good faith to execute all instruments, prepare all documents, and take all actions as may be reasonably necessary to carry out the purposes of this Agreement.

1.8 Additional Services. City shall have the right at any time during the performance of the Services, without invalidating this Agreement, to order extra work beyond that specified in the Consultant's Proposal/Scope of Services (Exhibit "A") or make changes by altering, adding to, or deducting from such Work. No such extra work may be undertaken unless a written order is first given by the City to the Consultant, incorporating therein any adjustment in (i) the Maximum Contract Amount, as defined below, and/or (ii) the time to perform this Agreement, which adjustments are subject to the written approval of the Consultant. It is expressly understood by Consultant that the provisions of this section shall not apply to the Work and Services specifically set forth in the Scope of Services or reasonably contemplated therein, regardless of whether the time or materials required to complete any Work or Service identified in the Scope of Services exceeds any time or material amounts or estimates provided therein. 3 Modified Insr Wrty PSA 8082024
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1.9 Non-E, elusive Agreement. Consultant acknowledges that City may enter into agreements with other contractors, consultants, or vendors for services similar to the services that are the subject of this Agreement. Consultant further acknowledges that City may have its own employees perform services similar to the services that are the subject of this Agreement.

2. COMPENSATION

2.1 Maximum Contract Amount. For the Services and Work rendered pursuant to this Agreement, Consultant shall be compensated by City for the services perfonned, including authorized reimbursements, on a time and materials basis in accordance with the professional hourly rates and charges set forth in the Schedule of Compensation/Fees, which is attached hereto as Exhibit "A,, and is incorporated herein by reference, but not exceeding the total maximum contract amount Ninety Thousand Dollars ($90,000.00) (hereinafter referred to as the "Maximum Contract Amount"). The method of compensation shall be as set forth in Exhibit "A". The Maximum Contract Amount shall include the attendance of Consultant at all Project meetings deemed reasonably necessary by the City. Consultant shall not be entitled to any increase in the Maximum Contract Amount for attending these meetings. Compensation for necessary expenditures for reproduction costs, telephone expenses, and transportation expenses must be approved in advance by the Contract Officer designated pursuant to Section 4.2 and will only be approved if such expenses are also specified in the Schedule of Compensation/Fees. The maximum amount of City's payment obligation under this Agreement is the amount specified in this section.

2.2. Method of Payment. Unless some other method of payment is specified in the Schedule of Compensation/Fees (Exhibit "A"), in any month in which Consultant wishes to receive payment, no later than the tenth (10th) working day of such month, Consultant shall submit to the City, in a form approved by the City's Finance Director, an invoice for services rendered prior to the date of the invoice. Such requests shall be based upon the amount and value of the services performed by Consultant and accompanied by such reporting data including an itemized breakdown of all costs incurred and tasks performed during the period covered by the invoice, as may be required by the City. City shall use reasonable efforts to make payments to Consultant within forty-five (45) days after receipt of the invoice or a soon thereafter as is reasonably practical.

2.3 Intentionally omitted.

2.4 Changes in Scope. In the event any change or changes in the Scope of Services is requested by the City, the Parties shall execute a written amendment to this Agreement, setting forth with particularity all terms of such amendment, including, but not limited to, any additional professional fees. An amendment may be entered into: (a) to provide for revisions or modifications to documents or other work product or work when documents or other work product or work is required by the enactment or revision of law subsequent to the preparation of any documents, other work product, or work; and/or (b) to provide for additional services not included in this Agreement or not customarily furnished in accordance with generally accepted practice in Consultant's profession.
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2.5 Appropriations. This Agreement is subject to and contingent upon funds being appropriated therefore by the Laguna Hills City Council for each fiscal year covered by the term of this Agreement. If such appropriations are not made, this Agreement shall automatically terminate without penalty to the City.

3. SCHEDULE OF PERFORMANCE

3.1 Time of Essence. Time is of the essence in the perfonnance of this Agreement.

The time for completion of the services to be performed by Consultant is an essential condition of this Agreement. Consultant shall prosecute regularly and diligently the Work of this Agreement according to the agreed upon Schedule of Performance.

3.2 Schedule of Performance. Consultant shall commence the Services pursuant to this Agreement upon receipt of a written notice to proceed, or on each task order, if applicable, and shall perform all Services within the time period(s) established in the Schedule of Performance, which is attached hereto as Exhibit "A" and is incorporated herein by reference.

When requested by Consultant, extensions to the time period( s) specified in the Schedule of Perfonnance may be approved in writing by the Contract Officer; however, the City shall not be obligated to grant such an extension.

3.3 Force Majenrc. The time period(s) specified in the Schedule of Performance for performance of the Services rendered pursuant to this Agreement shall be extended because of any delays due to unforeseeable causes beyond the control and without the fault or negligence of the Consultant (financial inability excepted), including, but not limited to, acts of God or of the public enemy, unusually severe weather, fires, earthquakes, floods, epidemics, pandemics, quarantine restrictions, riots, strikes, freight embargoes, wars, and/or acts of any governmental agency, including the City, if Consultant, within ten (10) days of the commencement of such delay, notifies the City Manager in writing of the causes of the delay. The City Manager shall ascertain the facts and the extent of delay, and extend the time for performing the Services for the period of the enforced delay when and if in the judgment of the City Manager such delay is justified. The City Manager's determination shall be final and conclusive upon the Parties to this Agreement. In no event shall Consultant be entitled to recover damages against the City for any delay in the performance of this Agreement, however caused, Consultant's sole remedy being extension of the Agreement pursuant to this section.

3.4 Term. Unless earlier terminated as provided elsewhere in this Agreement, this Agreement shall commence upon the effective date of this Agreement and shall continue in full force and effect for a period of one (1) year, commencing on October 8, 2024 and ending on October 7, 2025.

3.5 Task Orders. Consultant hereby agrees and acknowledges that any and all Services or Work performed pursuant to this Agreement shall be based upon the prior issuance of a written project task order by the City. Furthermore, Consultant hereby agrees and acknowledges that execution of this Agreement by the City does not in any way guarantee that a task order will be issued to Consultant. Moreover, execution of this Agreement by the City shall not entitle Consultant to any form of payment or compensation from the City without City first 5 Modified Jnsr Wrty PSA 8082024
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having issued a project task order.

4. COORDJNATION OF WORK

4.1 Representative of Consultant. The following principal of Consultant is hereby designated as being the principal and representative of Consultant authorized to act in its behalf with respect to the Services to be performed under this Agreement and to make all decisions in connection therewith: Roger W. cblierkamp, Principal, Director of Pavement Engineering.

It is expressly understood that the experience, knowledge, education, capability, expertise, and reputation of the foregoing principal is a substantial inducement for City to enter into this Agreement. Therefore, the foregoing principal shall be responsible during the term of this Agreement for directing all activities of Consultant and devoting sufficient time to personally supervise the Work or Services performed hereunder. The foregoing principal may not be changed by Consultant without prior written approval of the Contract Officer.

4.2 Contract Officer. The Contract Officer shall be such person as may be designated by the City Manager of City, and is subject to change by the City Manager. It shall be the Consultant's responsibility to ensure that the Contract Officer is kept fully informed of the progress of the performance of the Services, and the Consultant shall refer any decisions which must be made by City to the Contract Officer. Unless otherwise specified herein, any approval of City required hereunder shall mean the approval of the Contract Officer. The Contract Officer shall have authority to sign all documents on behalf of the City required hereunder to carry out the terms of this Agreement.

4.3 Prohibition Against ubcontracting or Assignments. The expenence, knowledge, capability, expertise, and reputation of Consultant, its principals and employees, were a substantial inducement for City to enter into this Agreement. Therefore, Consultant shall not assign the performance of this Agreement, nor any part thereof, nor any monies due hereunder, voluntarily or by operation of law, without the prior written consent of City.

Consultant shall not contract with any other entity to perform the Services required without prior written consent of City. If Consultant is permitted to subcontract any part of this Agreement by City, Consultant shall be responsible to City for the acts and omissions of its subcontractor(s) in the same manner as it is for persons directly employed. Nothing contained in this Agreement shall create any contractual relationships between any subcontractor and City. All persons engaged in the Work will be considered employees of Consultant. City will deal directly with and will make all payments to Consultant. In addition, neither this Agreement nor any interest herein may be transferred, assigned, conveyed, hypothecated, or encumbered voluntarily or by operation of law, whether for the benefit of creditors or otherwise, without the prior written consent of City. Transfers restricted hereunder shall include the transfer to any person or group of persons acting in concert of more than twenty five percent (25%) of the present ownership and/or control of Consultant, taking all transfers into account on a cumulative basis. In the event of any such unapproved transfer, including any bankruptcy proceeding, this Agreement shall be void. No approved transfer shall release Consultant or any surety of Consultant from any liability hereunder without the express written consent of City.

4.4 Independent Contractor.
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A. The legal relationship between the Parties is that of an independent contractor, and nothing herein shall be deemed to make Consultant a City employee. During the performance of this Agreement, Consultant and its officers, employees, and agents shall act in an independent capacity and shall not act as City officers or employees. Consultant will determine the means, methods and details of performing the Services subject to the requirements of this Agreement. The personnel performing the Services under this Agreement on behalf of Consultant shall at all times be under Consultant's exclusive direction and control. Neither City nor any of its officials, officers, employees, agents or volunteers shall have control over the conduct of Consultant or any of its officers, employees, or agents, except as set forth in this Agreement. Consultant, its officers, employees or agents, shall not maintain a permanent office or fixed business location at City's offices. City shall have no voice in the selection, discharge, supervision, or control of Consultant's officers, employees, representatives or agents or in fixing their number, compensation, or hours of service. Consultant shall pay all wages, salaries, and other amounts due its employees in connection with the performance of Services under this Agreement as required by law and shall be responsible for all reports and obligations respecting them, including but not limited to social security income tax withholding, unemployment compensation, workers' compensation, and other similar matters. City shall not in any way or for any purpose be deemed to be a partner of Consultant in its business or otherwise a joint venturer or a member of any joint enterprise with Consultant.

B. Consultant shall not incur or have the power to incur any debt, obligation, or liability against City, or bind City in any manner.

C. No City benefits shall be available to Consultant, its officers, employees, or agents, in connection with the performance of any Work or Services under this Agreement.

Except for professional fees paid to Consultant as provided for in this Agreement, City shall not pay salaries, wages, or other compensation to Consultant for the performance of any Work or Services under this Agreement. City shall not be liable for compensation or indemnification to Consultant, its officers, employees, or agents, for injury or sickness arising out of performing any Work or Services hereunder. If for any reason any court or governmental agency determines that the City has financial obligations, other than pursuant to Section 2 and Subsection 1.8 herein, of any nature relating to salary, taxes, or benefits of Consultant's officers, employees, representatives, agents, or subconsultants or subcontractors, Consultant shall defend, indemnify, and hold harmless City from and against all such financial obligations.

4.5 PERS Eligibility & Indemnification.

A. In the event that Consultant or any employee, agent, or subcontractor of Consultant providing any Work or Services under this Agreement claims or is determined by a court of competent jurisdiction or the California Public Employee Retirement System (PERS) to be eligible for enrollment in PERS as an employee of the City, Consultant shall indemnify, defend, and hold harmless City for the payment of any employee and/or employer contributions for PERS benefits on behalf of Consultant or its employees, agents or subcontractors, as well as for the payment of any penalties and interest on such contributions, which would otherwise be the responsibility of the City.
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B. Notwithstanding any other agency, state or federal policy, rule, regulation, law or ordinance to the contrary, Consultant and any of its employees, agents, and subcontractors providing any Work or Services under this Agreement shall not qualify for or become entitled to, and hereby agree to waive any claims to, any compensation, benefit, or any incident of employment by City, including but not limited to eligibility to emoll in PERS as an employee of City and entitlement to any contribution to be paid by City for employer contribution and/or employee contributions for PERS benefits.

5. INSURANCE

5.1 Compliance with Insurance Requirements. Consultant shall obtain, maintain, and keep in full force and effect during the term of this Agreement, at its sole cost and expense, and in a form and content satisfactory to City, all insurance required under this section.

Consultant shall not commence any Work or Services under this Agreement unless and until it has provided evidence satisfactory to City that it has secured all insurance required under this section. If Consultant's existing insurance policies do not meet the insurance requirements set forth herein, Consultant agrees to amend, supplement or endorse the policies to do so.

5.2 Types of Insurance Required. As a condition precedent to the effectiveness of this Agreement, and without limiting the indemnity provisions set forth in this Agreement, Consultant shall obtain and maintain in full force and effect during the term of this Agreement, including any extension thereof, the following policies of insurance:

A. Commercial General Liability Insurance. Consultant shall obtain and maintain, in full force and effect throughout the term of this Agreement, a policy of Commercial General Liability Insurance written on an occurrence basis with limits of at least one million dollars ($1,000,000.00) per occurrence, two million dollars ($2,000,000.00) in the general aggregate, and one million dollars ($1,000,000.00) for products and completed operations.

Defense costs shall be paid in addition to the limits. The policy shall contain no endorsements or provisions limiting coverage for (1) contractual liability; (2) cross liability exclusion for claims or suits by one insured against another; or (3) contain any other exclusion contrary to the Agreement.

B. Automobile Liability Insurance. Consultant shall obtain and maintain, in full force and effect throughout the term of this Agreement, a policy of Automobile Liability Insurance written on a per occurrence basis with limits of at least one million dollars ($1,000,000.00) combined limit for each occmTence covering bodily injury and property damage. The policy shall specifically include coverage for owned, non-owned, leased, and hired automobiles.

C. Workers' Compensation Insurance. Consultant shall obtain and maintain, in full force and effect throughout the term of this Agreement, a policy of Workers' Compensation Insurance in at least the minimum statutory amounts, and in compliance with all other statutory requirements, as required by the State of California. Consultant agrees to waive and obtain endorsements from its workers' compensation insurer waiving all subrogation rights under its workers' compensation insurance policy against the City, its officials, officers, employees, agents and volunteers, and to require each of its subconsultants and subcontractors, if any, to do likewise under their workers' compensation insurance policies. Consultant shall 8 Modified Insr Wrty PSA 8082024
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obtain and maintain, in full force and effect throughout the term of this Agreement, a policy of Employer's Liability Insurance written on a per occurrence basis with limits of at least one million dollars ($1,000,000.00) per accident for bodily injury or disease.

D. Professional Liability (Enors & Omissions) lnsmance. Consultant shall obtain and maintain in full force and effect throughout the term of this Agreement, a policy of Professional Liability or Errors and Omissions Insurance appropriate to Consultant's profession with limits of at least two million dollars ($2,000,000.00). Covered professional services shall specifically include all Work or Services to be performed under the Agreement and delete any exclusions that may potentially affect the Work or Services to be performed under this Agreement.
l. Intentionally omitted.

2. If the policy of insurance is written on a 'claims-made" basis, the City may require that the policy be continued in full force and effect at all times during the term of this Agreement, and for a period of three (3) years from the date of the completion of the Work or Services provided hereunder. In the event of termination of the policy during this period, Consultant shall obtain continuing insurance coverage for the prior acts or omissions of Consultant during the course of performing the Work or Services under the terms of this Agreement. The coverage shall be evidenced by either a new policy evidencing no gap in coverage, or by obtaining separate extended "tail" coverage with the present or new carrier or other insurance arrangements providing for complete coverage, either of which shall be subject to the written approval by the City.

3. In the event the policy of insurance is written on an "occurrence" basis, the policy shall be continued in full force and effect during the term of this Agreement, or until completion of the Work or Services provided for in this Agreement, whichever is later. In the event of termination of the policy during this period, new coverage shall immediately be obtained to ensure coverage during the entire course of performing the Work or Services under the terms of this Agreement.

5.3 Acceptability of lllsurer . Insurance required by this section shall be issued by a licensed company authorized to transact business in the state by the Department of Insurance for the State of California with a current rating of A-:VII or better (if an admitted carrier), or a current rating of A:X or better (if offered by a non-admitted insurer listed on the State of California List of Approved Surplus Lines Insurers (LAS LI), by the latest edition of A.M. Best's Key Rating Guide, except that the City will accept workers' compensation insurance from the State Compensation Fund. In the event the City determines that the Work or Services to be performed under this Agreement creates an increased or decreased risk of loss to the City, the Consultant agrees that the minimum limits of the insurance policies may be changed accordingly upon receipt of written notice from the City. Consultant shall immediately substitute any insurer whose A.M. Best rating drops below the levels specified herein.

5.4 Insurance Endonements. 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 9 Modified Insr Wrty PSA 8082024
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written approval. Required insurance policies shall contain the following prov1s10ns, or Consultant 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 Consultant, 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 Consultant'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, Consultant shall provide endorsements for ongoing operations and completed operations to effectuate this requirement.

5.5 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 selfinsured retention.

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.

5.7 Waiver of Subrogation. 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 Consultant 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. Consultant hereby agrees to waive Modified Insr Wrty PSA 8082024
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its own right of recovery against the City, its officials, officers, employees, agents and volunteers, and Consultant hereby agrees to require similar written express waivers and insurance clauses from each of its subconsultants or subcontractors.

5.8 Evidence of Coverage. Concurrently with the execution of the Agreement, Consultant 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, Consultant 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. Consultant 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.

5.9 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 Consultant may be held responsible for payments of damages to persons or property.

5.10 Enforcement of Agreement (Non-Estoppel). Consultant acknowledges and agrees that actual or alleged failure on the part of the City to inform Consultant of any noncompliance 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.

5.11 Insurance for Subconsultants. Consultant shall either: (1) include all subconsultants or subcontractors engaged in any Work or Services for Consultant relating to this Agreement as additional named insureds under the Consultant's insurance policies, or (2) Consultant shall be responsible for causing its subconsultants or 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 Consultant's sub consultants or 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. Consultant shall not allow any subconsultant or subcontractor to commence any Work or Services relating to this Agreement unless and until it has provided evidence satisfactory to City that the subconsultant or subcontractor has secured all insurance required under this section. 11 Modified Insr Wrty PSA 8082024
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5.12 Other Insurance Requirements. The following terms and conditions shall apply to the insurance policies required of Consultant pursuant to this Agreement:

A. Consultant 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 Consultant 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 Consultant's obligation to ensure timely compliance with all insurance submittal requirements as provided herein.

E. Consultant agrees to ensure that subconsultants and subcontractors, if any, and any other parties involved with the Project who are brought onto or involved in the Project by Consultant, provide the same minimum insurance coverage required of Consultant.

Consultant 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.

Consultant agrees that upon request, all agreements with subcontractors and others engaged in the Project will be submitted to the City for review.

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

6. INDEMNIFICATION
To the fullest extent permitted by law, Consultant shall defend (at Consultant's sole cost and expense with legal counsel reasonably acceptable to City), indemnify and hold the City, its elected and appointed officials, officers, employees, agents and volunteers, free and harmless from any and all claims, demands, orders, causes of action, costs, expenses, liabilities, losses, penalties, judgments, arbitration awards, settlements, damages or injuries of any kind, in law or in equity, including but not limited to property or persons, including wrongful death, 12 Modified Insr Wrty PSA 8082024
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( collectively "Claims") in any manner arising out of, pertaining to, related to, or incident to any alleged acts, errors or omissions, or willful misconduct of Consultant, its officers, directors, employees, subcontractors, consultants or agents, in connection with Consultant's performance under this Agreement, including without limitation the payment of all consequential damages, expert witness fees and attorneys' fees and other related costs and expenses. Notwithstanding the foregoing, to the extent that the Work or Services perfonned by Consultant are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to claims that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant. Under no circumstances shall the insurance requirements and limits set fo11h in this Agreement be construed to limit Consultant's indemnification obligation or other liability hereunder. Notwithstanding the foregoing, such obligation to defend, hold harmless, and indemnify the City, its elected and appointed officials, officers, employees, agents, and volunteers, shall not apply to such claims or liabilities arising from the sole or active negligence or willful misconduct of City.

7. REPORTS AND RECORDS

7.1 Accounting Records. Consultant shall keep complete, accurate, and detailed accounts of all time, costs, expenses, and expenditures pertaining in any way to this Agreement.

Consultant shall keep such books and records as shall be necessary to properly perform the Services required by this Agreement and to enable the Contract Officer to evaluate the performance of such Services. The Contract Officer shall have full and free access to such books and records at all reasonable times, including the right to inspect, copy, audit, and make records and transcripts from such records.

7.2 Reports. Consultant shall periodically prepare and submit to the Contract Officer such reports concerning the performance of the Services required by this Agreement as the Contract Officer shall require. Consultant hereby acknowledges that the City is greatly concerned about the cost of the Work and Services to be performed pursuant to this Agreement.

For this reason, Consultant agrees that if Consultant becomes aware of any facts, circumstances, techniques, or events that may or will materially increase or decrease the cost of the Wark or Services contemplated herein or, if Consultant is providing design services, the cost of the project being designed, Consultant shall promptly notify the Contract Officer of such fact, circumstance, technique, or event and the estimated increased or decreased cost related thereto and, if Consultant is providing design services, the estimated increased or decreased cost estimate for the project being designed.

7.3 Ownership of Documents. All drawings, specifications, reports, records, documents, memoranda, correspondence, computations, and other materials prepared by Consultant, its employees, subconsultants, subcontractors and agents in the performance of this Agreement shall be the property of City and shall be promptly delivered to City upon request of the Contract Officer or upon the termination of this Agreement, and Consultant shall have no claim for further employment or additional compensation as a result of the exercise by City of its full rights of ownership of the documents and materials hereunder. Consultant may retain copies of such documents for its own use. Consultant shall have an unrestricted right to use the concepts embodied therein. Consultant shall ensure that all of its subconsultants and subcontractors shall 13 Modified Insr W1ty PSA 8082024
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provide for assignment to City of any documents or materials prepared by them, and in the event Consultant fails to secure such assignment, Consultant shall indemnify City for all damages resulting therefrom.

7.4 Release of Documents. All drawings, specifications, reports, records, documents, and other materials prepared by Consultant in the performance of services under this Agreement shall not be released publicly without the prior written approval of the Contract Officer. All information gained by Consultant in the performance of this Agreement shall be considered confidential and shall not be released by Consultant without City's prior written authorization.

7.5 Audit and In pection of Records. After receipt of reasonable notice and during the regular business hours of City, Consultant shall provide City, or other agents of City, such access to Consultant's books, records, payroll documents, and facilities as City deems necessary to examine, copy, audit, and inspect all accounting books, records, work data, documents, and activities directly related to Consultant's perfonnance under this Agreement. Consultant shall maintain such books, records, data, and documents in accordance with generally accepted accounting principles and shall clearly identify and make such items readily accessible to such parties during the term of this Agreement and for a period of three (3) years from the date of final payment by City hereunder.

8. ENFORCEMENT OF AGREEMENT

8.1 California Law and Venue. This Agreement shall be construed and interpreted both as to validity and as to performance of the Parties in accordance with the laws of the State of California. Legal actions concerning any dispute, claim, or matter arising out of or in relation to this Agreement shall be instituted in the Superior Court of the County of Orange, State of California, or any other appropriate court in such County, and Consultant covenants and agrees to submit to the personal jurisdiction of such court in the event of such action.

8.2 Interpretation. This Agreement shall be construed as a whole according to its fair language and common meaning to achieve the objectives and purposes of the Parties. The terms of this Agreement are contractual and the result of negotiation between the Parties.

Accordingly, any rule of construction of contracts (including, without limitation, California Civil Code Section 1654) that ambiguities are to be construed against the drafting party, shall not be employed in the interpretation of this Agreement. The caption headings of the various sections and paragraphs of this Agreement are for convenience and identification purposes only and shall not be deemed to limit, expand, or define the contents of the respective sections or paragraphs.

8.3 Termination. City may terminate this Agreement for any reason, with or without cause, upon giving Consultant thirty (30) days written notice. Upon such notice, City shall pay Consultant for Services performed through the date of termination. Upon receipt of such notice, Consultant shall immediately cease all work under this Agreement, unless the notice provides otherwise. Thereafter, Consultant shall have no further claims against the City under this Agreement. Upon termination of the Agreement pursuant to this section, Consultant shall submit to the City an invoice for work and services performed prior to the date of termination. In 14 Modified Insr Wrty PSA 8082024
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addition, Consultant reserves the right to tenninate this Agreement at any time upon sixty (60) days written notice to the City, except that where termination is due to material default by the City, the period of notice may be such shorter time as the Consultant may detennine.

8.4 Default of Consultant.

A. Consultant's failure to comply with any provision of this Agreement shall constitute a default.

B. If the City Manager, or City Manager's designee, determines that Consultant is in default in the performance of any of the terms or conditions of this Agreement, he/she shall notify Consultant in writing of such default. Consultant shall have ten (10) days, or such longer period as City may designate, to cure the default by rendering satisfactory performance. In the event Consultant fails to cure its default within such period of time, City shall have the right, notwithstanding any other provision of this Agreement, to terminate this Agreement without further notice and without prejudice of any remedy to which City may be entitled at law, in equity, or under this Agreement. Consultant shall be liable for any and all reasonable costs incurred by City as a result of such default. Compliance with the provisions of this section shall not constitute a waiver of any City right to take legal action in the event that the dispute is not cured, provided that nothing herein shall limit City's right to terminate this Agreement without cause pursuant to Section 8.3.

C. If termination is due to the failure of the Consultant to fulfill its obligations under this Agreement, City may, after compliance with the provisions of Section

8.4(B), take over the work and prosecute the same to completion by contract or otherwise, and the Consultant shall be liable to the extent that the total cost for completion of the Services required hereunder exceeds the Maximum Contract Amount (provided that the City shall use reasonable efforts to mitigate such damages), and City may withhold any payments to the Consultant for the purpose of set-off or partial payment of the amounts owed the City as previously stated. The withholding or failure to withhold payments to Consultant shall not limit Consultant's liability for completion of the Services as provided herein.

8.5 Waiver. No waiver of any provision of this Agreement shall be effective unless in writing and signed by a duly authorized representative of the Party against whom enforcement of a waiver is sought. Any waiver by the Parties of any default or breach of any covenant, condition, or term contained in this Agreement, shall not be construed to be a waiver of any subsequent or other default or breach, nor shall failure by the Parties to require exact, full, and complete compliance with any of the covenants, conditions, or terms contained in this Agreement be construed as changing the terms of this Agreement in any manner or preventing the Parties from enforcing the full provisions hereof.

8.6 Rights and Remedies Cumulative. Except with respect to rights and remedies expressly declared to be exclusive in this Agreement, the rights and remedies of the Parties are cumulative and the exercise by either Party of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other Party.
15 Modified !nsr Wrty PSA 8082024
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8. 7 Legal Action. In addition to any other rights or remedies, either Party may take legal action, in law or in equity, to cure, correct or remedy any default, to recover damages for any default, to compel specific performance of this Agreement, to obtain declaratory or injunctive relief, or to obtain any other remedy consistent with the purposes of this Agreement.

8.8 Attorneys' Fees. In the event any dispute between the Parties with respect to this Agreement results in litigation or any non-judicial proceeding, the prevailing Party shall be entitled, in addition to such other relief as may be granted, to recover from the non-prevailing Party all reasonable costs and expenses, including but not limited to reasonable attorneys' fees, expert witness fees, court costs and all fees, costs, and expenses incurred in any appeal or in collection of any judgment entered in such proceeding. To the extent authorized by law, in the event of a dismissal by the plaintiff or petitioner of the litigation or non-judicial proceeding within thirty (30) days of the date set for trial or hearing, the other Party shall be deemed to be the prevailing Party in such litigation or proceeding.

9. CITY OFFICERS AND EMPLOYEES: NON-DISCRIMINATION

9.1 Non-liability of City Officers and Employees. No officer or employee of the City shall be personally liable to the Consultant, or any successor-in-interest, in the event of any default or breach by the City or for any amount which may become due to the Consultant or to its successor, or for breach of any obligation of the terms of this Agreement.

9.2 Conflict of Interest. No officer or employee of the City shall have any financial interest, direct or indirect, in this Agreement nor shall any such officer or employee participate in any decision relating to the Agreement which effects his or her financial interest or the financial interest of any corporation, partnership, or association in which they are, directly or indirectly, interested in violation of any state statute or regulation. Consultant represents and warrants that it has not paid or given and will not pay or give any third party any money or other consideration in exchange for obtaining this Agreement.

9.3 Covenant Against Discrimination. In connection with its performance under this Agreement, Consultant shall not discriminate against any employee or applicant for employment because of race, disability, medical condition, religion, color, sex, sexual orientation, age, marital status, ancestry, or national origin. Consultll;nt shall ensure that applicants are employed, and that employees are treated during their employment, without regard to their race, disability, medical condition, religion, color, sex, sexual orientation, age, marital status, ancestry, or national origin. Such actions shall include, but not be limited to, the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship.

10. MISCELLANEOUS PROVISIONS

10.1 Patent and Copyright Infringement.

A. To the fullest extent permitted by law, and in lieu of any other warranty by 16 Modified Jnsr Wrty PSA 8082024
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City or Consultant against patent or copyright infringement, statutory or otherwise, it is agreed that Consultant shall defend at its expense any claim or suit against City on account of any allegation that any item furnished under this Agreement, or the normal use or sale thereof arising out of the perfonnance of this Agreement, infringes upon any presently existing U.S. letters patent or copyright and Consultant shall pay all costs and damages finally awarded in any such suit or claim, provided that Consultant is promptly notified in writing of the suit or claim and given authority, information and assistance at Consultant's expense for the defense of same, and provided such suit or claim arises out of, pertains to, or is related to the alleged negligence, recklessness or willful misconduct of Consultant. However, Consultant will not indemnify City if the suit or claim results from: (1) City's alteration of a deliverable, such that City's alteration of such deliverable created the infringement upon any presently existing U.S. letters patent or copyright; or (2) the use of a deliverable in combination with other material not provided by Consultant when it is such use in combination which infringes upon an existing U.S. letters patent or copyright.

B. Consultant shall have sole control of the defense of any such claim or suit and all negotiations for settlement thereof, Consultant shall not be obligated to indemnify City under any settlement made without Consultant's consent or in the event City fails to cooperate in the defense of any suit or claim, provided, however, that such defense shall be at Consultant's expense. If the use or sale of such item is enjoined as a result of the suit or claim, Consultant, at no expense to City, shall obtain for City the right to use and sell the item, or shall substitute an equivalent item acceptable to City and extend this patent and copyright indemnity thereto.

10.2 Notices. All notices or other communications required or permitted hereunder shall be in writing, and shall be personally delivered, sent by registered or certified mail, postage prepaid, return receipt requested, or delivered or sent by facsimile with attached evidence of completed transmission, and shall be deemed received upon the earlier of (i) the date of delivery to the address of the person to receive such notice if delivered personally or by messenger or overnight courier; (ii) five (5) business days after the date of posting by the United States Post Office ifby mail; or (iii) when sent if given by facsimile. Notices or other communications shall be addressed as follows:

To City:

To Consultant:

City of Laguna Hills
Attention: City Manager
24035 El Toro Road
Laguna Hills, California 92653
Telephone: (949) 707-2600
GMU Geotechnical, Inc.

Attention: Roger W. Schlierkamp, P.E., Principal
30336 Esperanza
Rancho Santa Margarita, California 92688
Telephone: (949) 546-0017

10.3 Entfre Agreement. This Agreement constitutes the entire agreement between the Parties and supersedes all prior negotiations, arrangements, agreements, representations, and understandings, if any, made by or among the Parties with respect to the subject matter hereof. 17 Modified Insr Wrty PSA 8082024
4855-3903-3063, V. 1

Page 710 of 720 ends

No amendments or other modifications of this Agreement shall be binding unless executed in writing by both Parties hereto, or their respective successors, assigns, or grantees.

10.4 SeverabHity. Whenever possible, each provision of this Agreement shall be interpreted in such a manner as to be effective and valid under applicable law, but if any provision of this Agreement shall be determined to be invalid by a final judgment or decree of a court of competent jurisdiction, such provision shall be ineffective only to the extent of such prohibition or invalidity, without invalidating the reminder of that provision, or the remaining provisions of this Agreement unless the invalid provision is so material that its invalidity deprives either Party of the basic benefit of their bargain or renders this Agreement meaningless.

10.5 Successors in Interest. This Agreement shall be binding upon and inure to the benefit of the Parties' successors and assignees.

10.6 Third Party Beneficia1y. Nothing contained in this Agreement is intended to confer, nor shall this Agreement be construed as confening, any rights, including, without limitation, any rights as a third-party beneficiary or otherwise, upon any entity or person not a party hereto.

10.7 Recitals. The above-referenced Recitals are hereby incorporated into the Agreement as though fully set forth herein and each Party acknowledges and agrees that such Party is bound, for purposes of this Agreement, by the same.

10.8. Corporate Authoritv. Each of the undersigned represents and warrants that (i) the Party for which he/she is executing this Agreement is duly authorized and existing, (ii) he/she is duly authorized to execute and deliver this Agreement on behalf of the Party for which he/she is signing, (iii) by so executing this Agreement, the Party for which he/she is signing is formally bound to the provisions of this Agreement, and (iv) the entering into this Agreement does not violate any provision of any other Agreement to which the Party for which he/she is signing is bound.

10.9 Labor Code Requirements.

A. Prevailing Wages. Consultant is aware of the requirements of California labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" projects. If the Work or Services are being performed as part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and since the total compensation is $1,000 or more, Consultant agrees to fully comply with such Prevailing Wage Laws. City shall provide Consultant with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement. Consultant shall make copies of the prevailing rates of per diem wages for each craft, classification, or type of worker needed to execute the Work or Services available to interested parties upon request, and shall post copies at the Consultant's principal place of business and at the project site. It is the intent of the parties to effectuate the requirements of sections 1771, 1774, 1775, 1776, 1777.5, 1813, and 1815 of the 18 Modified Insr Wrty PSA 8082024
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Labor Code within this Agreement, and Consultant shall therefore comply with such Labor Code sections to the fullest extent required by law. Consultant shall defend, indemnify, and hold the City, its officials, officers, employees, agents, and volunteers free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws.

The foregoing indemnity shall survive termination of this Agreement.

B. DIR Registration. If the Work or Services are being performed as part of an applicable "public works" or "maintenance" project, in addition to the foregoing, then pursuant to Labor Code sections 1725. 5 and 1 771.1, the Consultant and all subconsultants must be registered with the Department of Industrial Relations ("DIR"). Consultant shall maintain registration for the duration of the Project and require the same of any subconsultants. This Project may also be subject to compliance monitoring and enforcement by the DIR. It shall be Contractor's sole responsibility to comply with all applicable registration and labor compliance requirements, including the submission of payroll records directly to the DIR.

10.10 Counterparts. This Agreement may be signed in counterparts, each of which shall constitute an original.
[SIGNATURES ON NEXT PAGE]
19 Modified Insr Wrty PSA 8082024
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IN WITNESS WHEREOF, the Parties have executed and entered into this Agreement as of the date first written above.

ATTEST:

JENNIFER LEE, City Clerk
APPROVED AS TO FORM:

GREGORY E. SIMONIAN,
City Attorney
4855-3903-3063, V. 1
(SEAL)
20 "CITY"

CITY OF LAGUNA HILLS,
a California municipal corporation

JARAD HILDENBRAND,
City Manager
"CONSULTANT"

GMUGEOTEC
B
By:

ARONTAY R,
Vice President
Modified Insr Wrty PSA 8082024

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4855-3903-3063, V. 1
EXHIBIT "A"

CONSULTANT'S PROPOSAL/ SCOPE OF WORK
FOR

CIVIL ENGINEERING CONSULTING SERVICES,

INCLUDING

QUALITY ASSURANCE TESTING SERVICES
DATED: SEPTEMBER 17, 2024

SCOPE OF SERVICES FOR PROJECT

INCLUDING,

SCHEDULE OF PERFORMANCE
AND

SCHEDULE OF COMPENSATION/ FEES

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Mr. Joe Ames
Public Works Director / City Engineer
City of Laguna Hills
2403 5 El Toro Road,
Laguna Hills, CA 92653

PAVEMENT

ENGINEERING
September 17, 2024
GMU Proposal 24-201-l0P
Subject: Proposal to Provide Quality Assurance Testing Services Project: Arterial Pavement Rehabilitation Project - Paseo De Valencia & La Paz Road, CIP 104 & 109 and Curb Ramp Replacement Project-Alicia Parkway References: (1) Public Works Plans and Specifications for "Arterial Pavement Rehabilitation Project - Paseo De Valencia & La Paz Road, CIP 104 & 109 and Curb Ramp Replacement Project - Alicia Parkway", dated 13 August 2024. (2) Plans for "City of Laguna Hills - Road Rehabilitation Project - Paseo De Valencia Rehabilitation Project from Alicia Parkway to A venida De La Carlota CIP No. 104", dated 13 August 2024.
(3) Plans for "City of Laguna Hills - Street Improvement Plans for La Paz Road Pavement Rehabilitation from West City Limit to Intersection of La Paz Road and Alameda Avenue CIP No. 109", dated 17 April 2024.

Dear Mr. Ames:

GMU is pleased to propose quality assurance testing services for the subject project. Our understanding of this project is based on our review of the referenced plans and specifications as well as our email discussions. We understand that part-time quality assurance testing services are requested for the subject project. The limits and general scope of the project are summarized as follows:
• Paseo De Valencia from Alicia Parkway to A venida De La Carlota o PCC curb, gutter, and sidewalk improvements
o 6-inch thick AC remove-and-replace
o 2-inch fiber-reinforced AC or ARHM AC overlay
• La Paz Road from West City Limit/ SR 73 to intersection of La Paz Road and Alameda Avenue
o PCC curb, gutter, and sidewalk improvements
o 4-inch thick AC remove-and-replace
o 2-inch fiber-reinforced AC or ARHM AC overlay
Geotechnical • Pavement • Structural • Civil 30336 Esperanza, Rancho Santa Margarita, CA 92688 I O 949.888.6513 I www.GMUgeo.com

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Mr. Joe Ames, City of Laguna Hills.

Proposal to Provide Material Testing Services, City of Laguna Hills To verify that the materials to be placed meet the contract's requirements, we propose to provide periodic quality assurance testing services for this project.

SCOPE OF WORK
• Aggregate Base and Subgrade: For the exposed bottom of excavations, such as where localized AC repairs (patches) are performed, the in-place materials will be tested for inplace density and moisture content using a nuclear gauge (ASTM D6938). When a nuclear gauge is used, relative compaction will be calculated based on the in-place density and the results of the maximum density laboratory tests (ASTM D1557). If construction sequencing prevents relative compaction from being determined (i.e., AC patches are filled in almost immediately after excavation and rolling), the in-place material will be probed for stiffness.
o Laboratory Testing: Maximum-density and optimum-moisture content (ASTM D1557).

Asphalt Concrete (AC) or Asphalt Rubberized Hot Mix (ARHM) Materials: A GMU Senior Engineering Technician will perform field observations, sampling, and testing of AC materials, including measurement of in-place density using a nuclear gauge (ASTM D2950), as well as monitor temperatures, mix appearance, lift thicknesses, and general AC/ ARHM paving operations. Periodic plant inspection and sampling will be performed by a plant technician to document mix proportioning and plant inspection observations.

Samples collected from the field and/or plant will be returned to our Caltrans-certified laboratory for various tests.
o Laboratory Testing: Hveem Stability (CT 304/366), Hveem maximum density (CT 308), asphalt binder content (CT 382), and gradation (CT 202) tests. • Portland cement concrete (PCC) materials testing: Sets of cylinders will be fabricated and tested for compressive strength (ASTM C39) on an as-requested basis. • Project Management, Engineering Support, and Reporting: GMU will oversee the quality assurance aspects of this project, including attendance of pre-construction and field meetings. Material submittals provided to us will be reviewed. • Quality Assurance Report: Upon project completion, GMU will prepare a final "quality assurance" report that summarizes our materials testing services and test results. This report will include information such as a cover letter, field density test (FDT) test results (i.e., compaction), FDT plans, laboratory test results, and certifications. This report will also include all field reports.

September 17, 2024 Page 2 of 3 GMU Proposal 24-201-l0P

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Mr. Joe Ames, City of Laguna Hills.

Proposal to Provide Material Testing Services, City of Laguna Hills

ESTIMATED COST
We propose to provide the scope of work described above for the following estimated costs. These costs have been developed based on our 2024 schedule of charges and will be billed on a timeand-materials basis. Our budget includes 204 hours of observation/testing/sampling by GMU Senior Engineering Technicians and 64 hours of laboratory testing.

Estimated Total .............................................................................................................. $76,048.00

CLOSURE
Please notify us if the proposed scope of services does not meet your current needs. The proposed scope of services is consistent with the level of care and skill ordinarily exercised by engineering professionals with experience in this area. No warranty, either expressed or implied, is made.

GMU is pleased to have this opportunity to propose our services for your project. Should you have any questions or comments, please feel free to call the undersigned (949-888-6513).

Attachment(s):
• 2024 Schedule of Charges
MK/RWS/2420110 (9-17-24)
September 17, 2024
Sincerely,
GMU
~~~ Staff Pavement Engineer
~ Schlierkarn: , MSc, P
Principal, Director of Pav em en Engineering

Page 3 ends

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ENGINEERS & GEOLOGISTS
2024 SCHEDULE OF CHARGES

PROFESSIONAL SERVICES
Document Preparation and Project Services
CAD/GIS Design Engineer
Staff Engineer or Geologist
Senior Staff Engineer or Geologist
Project Engineer or Geologist
Senior Engineer or Geologist
Associate Engineer or Geologist
Principal/Director

FIELD INSPECTION & TESTING SERVICES
$ 110.00/hour
$ 128.00/hour
$ 170.00/hour
$ 188.00/hour
$ 212.00/hour
$ 248.00/hour
$ 267.00/hour
$ 290.00/hour
Staff Engineering Technician $ 110.00/hour*
• Services provided under direct supervision of a Senior Engineering Technician Senior Engineering Technician $ 128.00/hour*
• Inspections for soils/grading, asphalt, concrete, batch plants, piles/caissons, etc. • Certifications by ACI, ICC, Caltrans, local jurisdictions, etc.

Registered Special Inspector (No 4-hour minimum) $ 128.00/hour* • Certifications by ACI, ICC, Caltrans, local jurisdictions, etc. • Reinforced concrete, Post-Tension, Masonry, Welding, Bolting, Fireproofing Instrumentation Engineer $ 170.00/hour
• Slope inclinometer and Piezometer monitoring
• Manometer for floor-level surveys
• Stormwater turbidity & pH meter
• Groundwater monitoring - pressure transducer, datalogger, water chemistry meter, etc. • Pipeline video camera for drains, wells, etc.

Engineering Seismological Technician (includes 3-channel seismograph) $ 170.00/hour • Blast vibration monitoring
• Construction vibration & noise monitoring (pile driving, drilling, demolition, etc.) *Notes:
(1) Rates include vehicle, nuclear density gauge, and equipment for testing, inspection, and sampling. (2) No 4-hour minimum charges apply, except for night work. (3) Overtime is charged at 1.5 times the base rate. Overtime is defined as time worked on the project in excess of 8 hours per day and all time on Saturdays, Sundays, and holidays. (4) Prevailing Wage projects, additional hourly surcharge for Field Personnel per CA Labor Code § 1 720, et seq. Add $ 36.00/hour

LABORATORY TESTING SERVICES
Laboratory Testing $ 138.00/hour
(For special materials testing and laboratory costs on a per-test basis, see GMU's Laboratory Fee Schedule)

OTHER CHARGES
Outside Services
Reimbursables & Reprographics
Cost+ 15%
Cost

Page 718 of 720 ends

Item No. 9.1
City of Laguna Hills
City Council / Planning Agency
Staff Report
Date: October 8, 2024
To: Mayor and Council Members
From: Jennifer Lee, City Clerk
Issue: Committee Assignment Reports
Recommendation: That the City Council receive reports from City Council Members on the City Council Committee Assignments listed in the staff report.

Background:

The following are recent meetings and events attended by the City Council for their City Council Committee Assignments.

Association of California Cities - Orange County (ACC-OC) 2024 Washington DC Advocacy Trip
Council Member Heft and Mayor Pro Tem Sweeney
September 16-19
Orange County Fire Authority (OCFA)
Board of Directors
Mayor Pro Tempore Sweeney
September 26, Regular Meeting
Fiscal Impact:

The City does not provide any additional compensation to City Council Members for serving on outside agency boards or committees.

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Item No. 9.1
Attachments:

None

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Laguna Hills City CouncilOctober 8, 2024

Laguna Hills City Council
October 8, 2024