Agenda packet, regular meeting — Santa Paula City Council, March 4, 2026 (part 2 of 2)

SPECIAL PROVISIONS

PART II - SAFETY REQUIREMENTS

TABLE OF CONTENTS

SECTION DESCRIPTION PAGE
1101 PUBLIC CONVENIENCE 2
1102 PUBLIC SAFETY 2
1103 PRESERVATION OF PROPERTY 2
1104 VEHICLE CODE 3
195

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SPECIAL PROVISIONS

PART II - SAFETY REQUIREMENTS
1101 PUBLIC CONVENIENCE
Conduct operations as to offer the least possible obstruction and inconvenience to the public, and it shall have under construction no greater length or amount of Work than it can prosecute properly with due regard to the rights of the public.

Unless otherwise provided in the special provision, all public traffic shall be permitted to pass through the Work with as little inconvenience and delay as possible. Where possible, such traffic shall be routed on new or existing paved surfaces.

Spillage resulting from hauling operations along or across any public traveled way shall be removed immediately by the Contractor at its expense.

Existing traffic signals and highway lighting shall be kept in operation for the benefit of the traveling public during progress of the Work, and other forces shall continue routine maintenance of existing systems.

Construction operations shall be conducted in such a manner as to cause as little inconvenience as possible to abutting property owners.

Convenient access to driveways, houses, and buildings along the line of the Work shall be maintained and temporary approaches to crossings or intersecting highways shall be provided and kept in good condition.

When the abutting property owner’s access across the right of way line is to be eliminated, or to be replaced under the contract by other access facilities, the existing access shall not be closed until the replacement access facilities are usable.
1102 PUBLIC SAFETY
Whenever the operations create conditions hazardous to traffic or to the public, it shall, at its expense and without cost to the City, furnish, erect and maintain such fences, temporary railing (Type K), barricades, lights, signs and other devices and take such other protective measures as are necessary to prevent accidents or damage or injury to the public.

Furnish such flaggers as are necessary to give adequate warning to traffic or the public of any dangerous conditions to be encountered. Signs, lights, flags, and other warning and safety devices and their use shall conform to the requirements set forth in the Manual of Traffic Controls. Signs and other protective devices furnished and erected, as above provided, shall not obscure the visibility of, nor conflict in intent, meaning and function of existing signs, lights and traffic control devices or any construction area signs and traffic control devices.

No material or equipment shall be stored where it shall interfere with the free and safe passage of public traffic, and at the end of each day’s Work and at other times when construction operations are suspended for any reason, the Contractor shall remove all equipment and other obstructions from that portion of the roadway open for use by public traffic.
1103 PRESERVATION OF PROPERTY
Due care shall be exercised to avoid injury to existing highway improvements or facilities, utility facilities, adjacent property, and roadside trees, shrubs, and other plants that are not to be removed. Roadside trees, shrubs, and other plants that are not to be removed, and pole lines, fences, signs, markers and monuments, buildings and structures, conduits, pipelines under or above ground, sewer and water lines, all highway facilities, and any other improvements or facilities within or adjacent to the highway shall be protected from injury or damage, and if ordered by the Engineer, provide and install suitable safeguards, approved by the Engineer, to protect such objects from injury or damage. If such objects are injured or damaged by reason of the Contractor’s operations, they shall be replaced or restored at the Contractor’s expense. The facilities shall be replaced or restored to a condition as good as when the Contractor entered upon the Work, or as 196

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good as required by the specifications accompanying the contract, if any such objects are a part of the Work being performed under the contract.

The fact that any underground facility is not shown upon the plan shall not relieve the Contractor of its responsibility. It shall be the Contractor’s responsibility to ascertain the location of such underground improvements or facilities which may be subject to damage by reason of its operations. 1104 VEHICLE CODE
Pursuant to the authority contained in Vehicle Code Section 591, the City has determined that within such areas as are within the limits of the project and are open to public traffic, the Contractor shall comply with all the requirements set forth in Divisions 11, 12, 13, 14, and 15 of the Vehicle Code. Attention is directed to the statement in said Section 591 that this section shall not relieve him or any person from the duty of exercising due care. The Contractor shall take all necessary precautions for safe operation of its equipment and the protection of the public from injury and damage from such equipment. 197

SPECIAL

PROVISIONS
PART III –
Pollution Control
Requirements
198

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SPECIAL PROVISIONS

PART III - POLLUTION CONTROL REQUIREMENTS

TABLE OF CONTENTS

SECTION PAGE
2101 GENERAL SITE MANAGEMENT 2
Housekeeping/Cleanup
Sanitary Waste Management
Vehicle and Equipment Management
Surface and Subsurface Water Control
2102 CONSTRUCTION MATERIAL MANAGEMENT 3
Concrete and Mortar Products
Asphalt and Bituminous Products
Import, Export and Stockpiles
Treated Lumber and Wood Products
Paints, solvents, Adhesives, and Cleaning Solutions
Landscape Vegetation, Pesticides, Fertilizers
Construction Water
Saw Cut Slurry
2103 TEMPORARY EROSION AND SEDIMENT CONTROL 5
Stabilizing Exposed Areas
Trapping and Filtering Sediment
Dust control
Construction Entrances and Roadways
Special Conditions for Slopes
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SPECIAL PROVISIONS
PART III – POLLUTION CONTROL REQUIREMENTS
The streams, rivers and lakes in Ventura County, and the ocean along our coast, are important sources of water supply, wildlife habitat and recreational opportunity. Unfortunately, pollutants such as sediment, floating materials, oil, grease, and animal wastes are being carried into these waters by storm water runoff from streets, roads, and storm drain systems. Construction activities have been identified as common sources of these pollutants. Federal, state, and local laws now require that construction activities be conducted in a manner that reduces storm water pollution as much as possible. The Ventura Countywide Storm Water Quality Management Board has produced guidelines as follow:
2101 GENERAL SITE MANAGEMENT
• When fluids or dry materials spill, cleanup would be immediate, thorough, and routine. Never attempt to “wash them away” with water, or bury.
• Report significant spills to the appropriate spill response agencies immediately. • Recognize that different types of materials have different disposal requirements and follow appropriate practices.
• Confine nonhazardous debris to dumpsters, covered at night or during wet weather, and taken to a landfill for recycling or disposal.
• Handle hazardous debris in accordance with specific laws and regulations and dispose of as a hazardous waste. A separate permit is required. Common hazardous debris found on construction sites are liquid residues from paints, thinners, solvents, glues, and cleaning fluids; leaching agents from lumber such as formaldehyde, arsenic, copper, creosote and chromium; motor oil, gear oil, antifreeze fluids, brake fluids, etc.; and unused pesticides.
2101.1 SANITARY WASTE MANAGEMENT
Prevent the discharge of sanitary waste to storm water by providing convenient, properly located, well maintained facilities.
• Hire a licensed portable sanitary facility leasing company which shall clean the facilities regularly and keep them in good working order.
• Make sure that portable sanitary facilities are located on relatively level ground away from traffic areas, drainage courses, and storm drain inlets.
• Regularly inspect the facilities for any leaks, and have defective units replaced. 2101.2 VEHICLE AND EQUIPMENT MANAGEMENT
Use and maintain construction vehicles and equipment in a manner that prevents leaks and spills of fluids, contains wash waters, and controls off-site tracking.
• Do not allow leaking vehicles and equipment on-site. Inspect equipment and vehicles frequently for leaks and repair them immediately. Clean up spills and leaks promptly with absorbent materials; do not flush with water.
• Fuel, maintain, and repair vehicles and equipment off-site whenever possible and on site only in designated areas. Prevent run-on and run-off from designated areas. Provide containment devices and cover if necessary.
• Wash vehicles and equipment vehicles and equipment on-site in designated, contained areas, allowing wash waters to infiltrate into the ground. Use wash rocks at construction exits to remove caked-on sediments from vehicles. Use phosphate-free, biodegradable soaps; steam clean in confined area only.
• When not in use, store equipment and vehicles in designated, contained areas. Place drip pans and absorbent material under stored equipment that is prone to leaking and dripping (e.g. paving equipment).
• If you must drain and replace motor oil, radiator coolant, or other fluids on site, you must use drip pans and drop cloths to catch drips and spill. Collect all spent fluids, store in separate containers, and recycle 200

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whenever possible. ATTENTION: For recycling purposes, such liquids must not be mixed with other fluids. Non-recycled fluids generally must be disposed of as hazardous wastes. 2102.3 SUBSURFACE WATER CONTROL
Prevent or reduce the discharge of pollutants to storm water from surface and subsurface water control operations by using the following methods.
• For surface water control operations where the flow is routed to bypass the construction area, establish stable, erosion-resistant conveyance routes for the diverted flow. Trap any significant sediment (e.g. mud) generated by the rerouted flow in a sediment trap, filtering berm, or basin. • In subsurface pumping or other subsurface water control operations where significant amounts of sediment (e.g. mud) are present in the removed water, capture the sediment in a sediment trap, filtering berm, or basin.
• If a sediment trap or basin is required for the surface or subsurface water control operations, the facility should be designed such that the sediment is settled or trapped in the facility prior to discharging of the water.
• In areas suspected of groundwater pollution, sample the groundwater near the excavation/pumping site and have the water tested for known or suspected pollutants at a certified laboratory. • Any proposed discharge of groundwater may be subject to requirements of the Regional Water Quality Control Board if water is discharged to groundwater or land. 2102 CONSTRUCTION MATERIAL MANAGEMENT
2102.1 CONCRETE AND MOTOR PRODUCTS
Prevent or reduce the discharge of pollutants to storm water from concrete waste by conducting washout at appropriate off-site locations, performing on-site washout in a designated area, and training employees and subcontractors.
• Store and mix dry and wet materials either off-site or under cover, away from drainage areas. • For washout of concrete trucks, provide appropriate off-site locations or designated contained areas, at least 50 feet away from storm drains, open ditches, streets, or streams. • Prevent run-off from designated washout areas by constructing a temporary pit or bermed area large enough for liquid and solid waste. When concrete sets, breakup and dispose of it in construction fills per direction of soils engineer or as solid waste or recycle. • Inform concrete suppliers of the designated washout locations and disposal sites for concrete and mortar products.
2102.2 ASPHALT AND BITUMINOUS PRODUCTS
Prevent or reduce the discharge of pollutants from asphalt and bituminous operations, by preventing runon and run-off during the operation, properly disposing of wastes, and training employees and subcontractors.
• Avoid prime or tack coating during wet weather.
• Store materials away from drainage courses to prevent material from entering the run-off. • Cover catch basins and manholes when applying seal coat, tack coat, slurry seal, fog seal, etc. • Make sure sand gravel placed over new asphalt doesn’t wash into storm drains, streets, or creeks. • Dispose of old asphalt properly. Collect and remove all broken asphalt from the site and recycle whenever possible. Do not dispose of asphalt products into waterways. • Follow the storm water permitting requirements for industrial activities if paving involves an on-site mixing plant.
2102.3 IMPORT, EXPORT AND STOCKPILES
Prevent pollution of storm water during import, export and stockpiling of earthwork material. 201

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• Plan for earthwork operations that shall minimize the need for import and/or export. • Cover vehicles importing/exporting soil and aggregate on the site for dust control. • Divert run-off around stockpiles.
• Inspect the stockpile area periodically and after every significant rainfall; repair as necessary to minimize erosion and sedimentation.
• For long term stockpile sites, consider vegetation as a means for stabilization. 2102.4 TREATED LUMBER AND WOOD PRODUCTS
Treated lumber and wood products contain preserving chemicals such as formaldehyde, arsenic, copper, creosote, and chromium. These chemicals and metals may enter the storm water system as surfaces flake, decay or leach from sawdust, particle board dust or treated wood. • Store these products within buildings or outdoor covered areas. If stored in an outdoor covered area, provide containment such as berms or curbing around the storage area. • Slope outside paved areas to minimize pooling of water on the site where treated wood products are stored. When appropriate, materials should be elevated on pallets to prevent leaching pollutants into storm water.
• Dispose of sawdust and wood shavings in covered, watertight trash containers. Inspect containers of leaks and repair any that are not watertight.
• Collect site wood waste daily, especially during rainy and windy conditions. 2102.5 PAINTS SOLVENTS, ADHESIVES, AND CLEANING SOLUTIONS Keep all liquid paint products and wastes away from the gutter, street, storm drains, and drainage channels. • Where possible, completely use or recycle excess paint. Dispose of liquid residues from paints, thinners, solvents, glues, and cleaning fluids as hazardous wastes. • Thoroughly dry empty paint cans, spent brushes, rags, absorbent materials, and drop cloths prior to disposal.
• Never clean sprayers, brushes or rinse paint containers into a street, gutter, storm drain or stream. For water-base painting operations, dispose of wash water in a designated contained area and properly dispose of reside. For oil-base pains, dispose in designated contained areas. • When stripping or cleaning exteriors with high-pressure water, direct wash water to a designated contained area and properly dispose of reside.
2102.6 LANDSCAPE VEGETATION, PESTICIDES, FERTILIZERS
• Many landscaping activities expose soils and increase the likelihood that earth, cleared vegetation, and garden chemicals shall run-off into the storm drains during irrigation or when it rains. • Prevent disbursal of stockpiles and landscaping materials by wind and/or rain by storing them under tarp or secured plastic sheeting.
• Store pesticides, fertilizers, and other chemicals indoor in secured areas. • Use up pesticides and rinse containers. Use rinse water as additional pesticide. Dispose of rinsed containers in the trash or recycle bin. Dispose of unused pesticide as hazardous waste. 2102.7 CONSTRUCTION WATER
Reduce or eliminate excessive construction water that may cause erosion and carry pollutants from the site.
• Store construction water in leak proof tanks, located away from the drainage system. • Use construction water conservatively.
• Whenever possible, dispose of excess water on site by allowing it to soak into the ground. 202

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2102.8 SAW CUT SLURRY
Saw cut slurry contains pollutants that must be contained and disposed of properly. • Prevent saw cut slurry form entering catch basins, manholes and storm drains. • Direct slurry into a temporary pit. Dispose of by shoveling or vacuuming the slurry into a truck and removing from the site.
• Place drip pans or absorbent materials under saw cutting equipment when not in use. Clean up spills with absorbent materials rather than burying. Dispose of absorbent material properly. 2103 TEMPORARY EROSION AND SEDIMENT CONTROL
2103.1 STABILIZING EXPOSED AREAS
Exposed soil, after cleaning, grading, or excavation, significantly increases the opportunity for erosion by wind and water. To prevent sediment from entering the drainage system, stabilize exposed areas as quickly as possible.
• Minimize disturbance and soil exposure by retaining natural vegetation, adopting phased construction techniques, and using temporary cover. Once grading activities are completed, plant temporary/permanent vegetation or other erosion control measures as soon as possible. • Protect exposed areas subject to erosion by vegetating and/or mulching, netting, or appropriate means. • Monitor and inspect sites frequently assure the measures are functioning properly and correct problems promptly.
• Use compacted, vegetated earthen dikes, pipes, or other stable drainage structures to minimize erosion by diverting off-site run-off around or through the construction site. 2103.2 TRAPPING AND FILTERING SEDIMENT
If erosion generated by run-off from cleared areas of the construction site cannot be prevented, trap and filter sediment to stop eroded soil and debris from being carried off site. • Place suitable barriers, such as sandbags, hay bales or silt fences at the following locations; 1) Across large areas of sheet flow, including graded streets, slopes and pad areas, at intervals dictated by field conditions; the less protected and erosive the surface, and the steeper the slope, the sorter the interval, etc.
2) Around or upstream of drainage collection points, such as drainage inlets, catch basins and channel/swale junctions.
3) Along property or grading boundaries where run-off containing eroded material can leave or enter the site.
4) At spillway locations of sedimentation basins, where such basins are necessary. • Construct/grade sedimentation basins upstream of critical locations, such as at storm drain catch basins, or where concentrated surface flow (e.g. swales, channels, diversion devices, etc.) leaves the sites.
• Size sediment trapping and filtering devices to accommodate upstream run-off and accumulated sediment.
• Use compacted earthen dikes to divert run-off or channel water to a sediment trapping device. • Stabilize dikes with vegetation or physical devices.
• Monitor trapping and filtering devices just before, during and after each rainfall event, and repair/replace where necessary.
2103.3 DUST CONTROL
Dust control measures are used to stabilize soil from wind erosion, and to reduce dust generated by construction activities.
• Avoid over-watering when water is used for dust control. Over-watering may cause erosion. 203

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• Contact the local agency for approval when using dust control inhibitors other than water. • Minimize the impact of dust by anticipating the direction of prevailing winds and provide covers for haul trucks transporting materials that contribute the dust. • Control dust from haul roads, parking and staging areas. Reduce speed and trip frequency on unpaved roads.
2103.4 CONSTRUCTION ENTRANCES AND ROADWAYS
Stabilizing construction entrances and roadways significantly reduces the erosion, dust and off-site sediment tracking.
• Designate construction ingress and egress, access roads, subdivision roads, parking areas, and other on-site vehicle transportation routes immediately after grading. Stabilize by suitable means. • Maintain stabilized entrances by regular inspections, repair of eroded/rutted areas, and removal of sediment deposits in the roadway.
• Seep paved areas that receive construction traffic whenever sediment is visible. Wash sediment/debris from the pavement only after through seeping.
2103.5 SPECIAL CONDITIONS FOR SLOPES
Slopes steepness and excessive slope lengths create situations which require special emphasis or erosion control and sediment reduction.
• Reduce the continuous length of slopes by utilizing benches, terraces, contour furrows, or diversion ditches.
• Utilized proper grading, barriers, or ditches to diver run-off away from denuded slopes or other critical areas.
• Preserve existing vegetation on steep, sensitive slopes. • Provide temporary and long-term stabilization by planting grasses/groundcovers and/or mulching as soon as grading is completed.
• Mulch and/or net could be used as a temporary stabilizer when seeding/planting is impractical. • Monitor and inspect slopes frequently for signs of erosion and correct problems with erosion control measures promptly.
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205

DRAWINGS
206
2026-2027 SUMMER CITY OF SANTA PAULA 2026 PMP MAP FEATURE LEGEND NTS 2026-2027 FALL 207
Legend
CIPP Rehabilitation
208
CIPP Rehabilitation
18" SDR35 PVC
12" SDR35 PVC
Legend
Abandon in place
18" CMP
209

APPENDIX
210
Appendix A
Sample DIR Determinations
(visit www.dir.ca.gov for current determinations for all labor classifications) 211
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212

GENERAL PREVAILING WAGE DETERMINATION MADE BY

THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: OPERATING ENGINEER#
Determination:

SC-23-63-2-2021-2
Issue Date:

August 22, 2021
Expiration date of determination:

June 30, 2022* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit at (415) 703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued.

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura Counties.

Wages and total hourly rates (including employer payments):

Classificationa
(Journeyperson)
Basic
Hourly
Rate
Hours
Total
Hourly
Rate
Daily
Overtime
Hourly Rateb
(1½ x)
Saturday
Overtime
Hourly Ratec
(1½ x)
Sunday/Holiday
Overtime
Hourly Rate
(2 x)
Group 1 $49.65 8 $79.69 $104.515 $104.515 $129.34
Group 2 $50.43 8 $80.47 $105.685 $105.685 $130.90
Group 3 $50.72 8 $80.76 $106.120 $106.120 $131.48
Group 4 $52.21 8 $82.25 $108.355 $108.355 $134.46
Group 6 $52.43 8 $82.47 $108.685 $108.685 $134.90
Group 8 $52.54 8 $82.58 $108.850 $108.850 $135.12
Group 10 $52.66 8 $82.70 $109.030 $109.030 $135.36
Group 12 $52.83 8 $82.87 $109.285 $109.285 $135.70
Group 13 $52.93 8 $82.97 $109.435 $109.435 $135.90
Group 14 $52.96 8 $83.00 $109.480 $109.480 $135.96
Group 15 $53.04 8 $83.08 $109.600 $109.600 $136.12
Group 16 $53.16 8 $83.20 $109.780 $109.780 $136.36
Group 17 $53.33 8 $83.37 $110.035 $110.035 $136.70
Group 18 $53.43 8 $83.47 $110.185 $110.185 $136.90
Group 19 $53.54 8 $83.58 $110.350 $110.350 $137.12
Group 20 $53.66 8 $83.70 $110.530 $110.530 $137.36
Group 21 $53.83 8 $83.87 $110.785 $110.785 $137.70
Group 22 $53.93 8 $83.97 $110.935 $110.935 $137.90
Group 23 $54.04 8 $84.08 $111.100 $111.100 $138.12
Group 24 $54.16 8 $84.20 $111.280 $111.280 $138.36
Group 25 $54.33 8 $84.37 $111.535 $111.535 $138.70
213
Determination: SC-23-63-2-2021-2

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Employer Payments:

Type of Fund Amount per Hour
Health and Welfare $11.85
Pensiond $13.15
Vacation and Holidaye $3.60
Training $1.05
Other $0.39
Recognized holidays:

Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Director's General Prevailing Wage Determinations Website (http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm). Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774.

Travel and/or subsistence payment:

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GENERAL PREVAILING WAGE DETERMINATION MADE BY

THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: OPERATING ENGINEER (SPECIAL SHIFT) #
Determination:

SC-23-63-2-2021-2
Issue Date:

August 22, 2021
Expiration date of determination:

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura Counties.

Wages and total hourly rates (including employer payments):

Classificationa
(Journeyperson)
Basic
Hourly
Rate
Hours
Total
Hourly
Rate
Daily
Overtime
Hourly Rateb
(1½ x)
Saturday
Overtime
Hourly Ratec
(1½ x)
Sunday/Holiday
Overtime
Hourly Rate
(2 x)
Group 1 $50.15 8 $80.19 $105.265 $105.265 $130.34
Group 2 $50.93 8 $80.97 $106.435 $106.435 $131.90
Group 3 $51.22 8 $81.26 $106.870 $106.870 $132.48
Group 4 $52.71 8 $82.75 $109.105 $109.105 $135.46
Group 6 $52.93 8 $82.97 $109.435 $109.435 $135.90
Group 8 $53.04 8 $83.08 $109.600 $109.600 $136.12
Group 10 $53.16 8 $83.20 $109.780 $109.780 $136.36
Group 12 $53.33 8 $83.37 $110.035 $110.035 $136.70
Group 13 $53.43 8 $83.47 $110.185 $110.185 $136.90
Group 14 $53.46 8 $83.50 $110.230 $110.230 $136.96
Group 15 $53.54 8 $83.58 $110.350 $110.350 $137.12
Group 16 $53.66 8 $83.70 $110.530 $110.530 $137.36
Group 17 $53.83 8 $83.87 $110.785 $110.785 $137.70
Group 18 $53.93 8 $83.97 $110.935 $110.935 $137.90
Group 19 $54.04 8 $84.08 $111.100 $111.100 $138.12
Group 20 $54.16 8 $84.20 $111.280 $111.280 $138.36
Group 21 $54.33 8 $84.37 $111.535 $111.535 $138.70
Group 22 $54.43 8 $84.47 $111.685 $111.685 $138.90
Group 23 $54.54 8 $84.58 $111.850 $111.850 $139.12
Group 24 $54.66 8 $84.70 $112.030 $112.030 $139.36
Group 25 $54.83 8 $84.87 $112.285 $112.285 $139.70
215
Determination: SC-23-63-2-2021-2

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Employer Payments:

Type of Fund Amount per Hour
Health and Welfare $11.85
Pensiond $13.15
Vacation and Holidaye $3.60
Training $1.05
Other $0.39
Recognized holidays:

Travel and/or subsistence payment:

Page 5 of 11 ends

GENERAL PREVAILING WAGE DETERMINATION MADE BY

THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: OPERATING ENGINEER (MULTI-SHIFT)#
Determination:

SC-23-63-2-2021-2
Issue Date:

August 22, 2021
Expiration date of determination:

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura Counties.

Wages and total hourly rates (including employer payments):

Classificationa
(Journeyperson)
Basic
Hourly
Rate
Hoursf
Total
Hourly
Rate
Daily
Overtime
Hourly Rateb
(1½ x)
Saturday
Overtime
Hourly Ratec
(1½ x)
Sunday/Holiday
Overtime
Hourly Rate
(2 x)
Group 1 $50.65 8 $80.69 $106.015 $106.015 $131.34
Group 2 $51.43 8 $81.47 $107.185 $107.185 $132.90
Group 3 $51.72 8 $81.76 $107.620 $107.620 $133.48
Group 4 $53.21 8 $83.25 $109.855 $109.855 $136.46
Group 5 $53.31 8 $83.35 $110.005 $110.005 $136.66
Group 6 $53.43 8 $83.47 $110.185 $110.185 $136.90
Group 7 $53.53 8 $83.57 $110.335 $110.335 $137.10
Group 8 $53.54 8 $83.58 $110.350 $110.350 $137.12
Group 9 $53.64 8 $83.68 $110.500 $110.500 $137.32
Group 10 $53.66 8 $83.70 $110.530 $110.530 $137.36
Group 11 $53.76 8 $83.80 $110.680 $110.680 $137.56
Group 12 $53.83 8 $83.87 $110.785 $110.785 $137.70
Group 13 $53.93 8 $83.97 $110.935 $110.935 $137.90
Group 14 $53.96 8 $84.00 $110.980 $110.980 $137.96
Group 15 $54.04 8 $84.08 $111.100 $111.100 $138.12
Group 16 $54.16 8 $84.20 $111.280 $111.280 $138.36
Group 17 $54.33 8 $84.37 $111.535 $111.535 $138.70
Group 18 $54.43 8 $84.47 $111.685 $111.685 $138.90
Group 19 $54.54 8 $84.58 $111.850 $111.850 $139.12
Group 20 $54.66 8 $84.70 $112.030 $112.030 $139.36
217
Determination: SC-23-63-2-2021-2

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Group 21 $54.83 8 $84.87 $112.285 $112.285 $139.70
Group 22 $54.93 8 $84.97 $112.435 $112.435 $139.90
Group 23 $55.04 8 $85.08 $112.600 $112.600 $140.12
Group 24 $55.16 8 $85.20 $112.780 $112.780 $140.36
Group 25 $55.33 8 $85.37 $113.035 $113.035 $140.70
Employer Payments:

Type of Fund Amount per Hour
Health and Welfare $11.85
Pensiond $13.15
Vacation and Holidaye $3.60
Training $1.05
Other $0.39
Recognized holidays:

Travel and/or subsistence payment:

Page 7 of 11 ends

Classifications:

Group 1
Bargeman
Brakeman
Compressor Operator
Ditchwitch, 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
Heavy Duty Repairman Helper
Pump Operator
Signalman
Switchman
Group 2
Asphalt-Rubber Plant Operator (Nurse Tank
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 Dump Jack
Rotary Drill Helper (Oilfield)
Screening and Conveyor Machine Operator (or
similar types)
Skiploader (Wheel type up to ¾ 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, with all
attachments)
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
Boring System Electronic Tracking Locator
Boxman or Mixerman (asphalt or concrete)
Chip Spreading Machine Operator
Concrete Cleaning Decontamination Machine
Operator
Concrete Pump Operator (small portable)
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)
Excavator Track/Rubber-Tired-with all attachments
(Operating weight under 21,000 lbs)
Guard Rail Post Driver Operator
Highline Cableway Signalman
Hydra-Hammer-Aero Stomper
Hydraulic Casing Oscillator Operator – drilling depth
of 30’ maximum
Micro Tunneling Operator (above ground tunnel)
Power Concrete Curing Machine Operator
Power Concrete Saw Operator
Power – Driver 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 Muck Truck
Group 5 (for multi-shift rate, see Pages 5 and 6)
Equipment Greaser (Grease Truck/Multi-Shift)
Group 6
Articulating Material Hauler
Asphalt Plant Engineer
Batch Plant Operator
Bit Sharpener
Concrete Joint Machine Operator (canal and similar
type)
Concrete Placer Operator
Concrete Planer Operator
Dandy Digger
Deck Engine Operator
Deck Engineer
219
Determination: SC-23-63-2-2021-2

Page 8 of 11 ends

Derrickman (oilfield type)
Drilling Machine Operator, Bucket or Auger types
(Calweld 100 bucker 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 (including water wells)
Forced Feed Loader
Hydraulic Casing Oscillator Operator – drilling depth
of 45’ maximum
Hydro Seeder Machine Operator (straw, pulp or seed)
Jackson Track Maintainer, or similar type
Kalamazoo Switch Tamper, or similar type
Machine Tool Operator
Maginnis Internal Full Slab Vibrator
Mechanical Berm, Curb or Gutter (concrete or
asphalt)
Mechanical Finisher Operator (concrete, ClaryJohnson-Bidwell or similar) Micro Tunnel System Operator (below ground)
Pavement Breaker Operator
Railcar Mover
Road Oil Mixing Machine Operator
Roller Operator (asphalt or finish)
Rubber-Tired Earthmoving Equipment (single
engine, up to and including 25 yds. struck)
Self-Propelled Tar Pipelining Machine Operator
Skiploader Operator (crawler and wheel type, over
¾ yds. and up to and including 1½ 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. flyweel 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
Volumetric Mixer Operator
Welder - General
Group 7 (for multi-shift rate, see Pages 5 and 6)
Welder - General (Multi-Shift)
Group 8
Asphalt or Concrete Spreading Operator (tamping or
finishing)
Asphalt Paving Machine Operator (barber greene or
similar type, one (1) Screedman)
Asphalt-Rubber Distributor Operator
Backhoe Operator (up to and including ¾ yds.)
small ford, case or similar
Backhoe Operator (over ¾ yd. and up to 5 cu. yds.

M.R.C.)
Barrier Rail Mover (BTM Series 200 or similar types)
Cast in Place Pipe Laying Machine Operator
Cold Foamed Asphalt Recycler
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 bucker 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
Excavator Track/Rubber-Tired with all attachments
(Operating Weight 21,000 lbs – 100,000 lbs)
Global Positioning System/GPS (or Technician)
Grade Checker
Gradall Operator
Grouting Machine Operator
Heavy Duty Repairman/Pump Installer
Heavy Equipment Robotics Operator
Hydraulic Casing Oscillator Operator – drilling depth
of 60’ maximum
Hydraulic Operated Grout Plant (excludes hand
loading)
Kalamazoo Ballast Regulator or similar type
Klemm Drill Operator or similar types
Kolman Belt Loader and similar type
Le Tourneau Blob Compactor or similar type
Lo Drill
Loader Operator (Athey, Euclid, Sierra and similar
types)
Master Environmental Maintenance Mechanic
Mobark Chipper or similar types
Ozzie Padder or similar types
P.C. 490 Slot Saw
Pneumatic Concrete Placing Machine Operator
(Hackley-Presswell or similar type)
Prentice 721E Hydro-Ax
Pumpcrete Gun Operator
Rock Drill or Similar Types (see Miscellaneous
Provision #4 for additional information regarding
this classification)
Rotary Drill Operator (excluding caison type)
220
Determination: SC-23-63-2-2021-2

Page 9 of 11 ends

Rubber-Tired Earth Moving Equipment Operator
(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
(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
½ yds. up to and including 6 ½ yds.)
Soil Remediation Plant Operator (CMI, Envirotech or
Similar)
Soil Stabilizer and Reclaimer (WR-2400)
Somero SXP Laser Screed
Speed Swing Operator
Surface Heaters and Planer Operator
Tractor Compressor Drill Combination Operator
Tractor Operator (any type larger than D-5 – 100
flyweel H.P. and over, or similar – bulldozer,
tamper, scraper and push tractor, single engine)
Tractor Operator (boom attachments)
Traveling Pipe Wrapping, Cleaning and Bending
Machine Operator)
Trenching Machine Operator (over 6 ft. depth
capacity, manufacturer’s rating)
Trenching Machine with Road Miner Attachment
(over 6ft. depth capacity, manufacturer’s rating –
Oiler or Journeyman Trainee required)
Ultra High Pressure Waterjet Cutting Tool System
Mechanic
Water Pull (compaction)
Group 9 (for multi-shift rate, see Pages 5 and 6)
Heavy Duty Repairman (Multi-Shift)
Group 10
Backhoe Operator (over 5 cu. yds. M.R.C.)
Drilling Machine Operator, Bucket or Auger types
(Calweld 200 B bucket or similar types – Watson
3000 or 5000 auger or similar types – Texoma
900 auger or similar types – drilling depth of 105’
maximum)
Dual Drum Mixer
Dynamic Compactor LDC350 or similar types
Heavy Duty Repairman-Welder combination
Hydraulic Casing Oscillator Operator – drilling depth
of 105’ maximum
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.)
Pneumatic Pipe Ramming Tool and similar types
Pre-stressed Wrapping Machine Operator (2
Operators required)
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 ½ yds.)
Welder – Certified
Woods Mixer Operator (and similar pugmill
equipment)
Group 11 (for multi-shift rate, see Pages 5 and 6)
Heavy Duty Repairman – Welder Combination
(Multi-Shift)
Welder – Certified (Multi-Shift)
Group 12
Auto Grader Operator
Automatic Slip Form Operator
Backhoe Operator (over 7 cu. yds. M.R.C.)
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)
Excavator Track/Rubber Tired- with all attachments
(Operating Weight 100,000 lbs. – 200,000 lbs.)
Hoe Ram or similar with compressor
Hydraulic Casing Oscillator Operator – drilling depth
of 175’ maximum
Mass Excavator Operator – less than 750 cu. yds.

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)
221
Determination: SC-23-63-2-2021-2

Page 10 of 11 ends

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 the Push-Pull System
(single engine, up to and including 25 yds. struck)
Group 14
Canal Liner Operator
Canal Trimmer 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 300’ maximum)
Remote Controlled Earth Moving Operator ($1.00
per hour additional to base rate)
Wheel Excavator Operator (over 750 cu. yds. per
hour)
Group 15
Rubber-Tired Earth Moving Equipment Operator,
Operating Equipment with the Push-Pull System
(single engine, caterpillar, euclid, athey wagon,
and similar types with any and all attachments
over 25 and up to and including 50 cu. yds.
struck)
Rubber-Tired Earth Moving Equipment Operator,
Operating Equipment with the Push-Pull System
(multiple engine - up to and including 25 yds.
struck)
Group 16
Excavator Track/Rubber Tired – with all attachments
(Operating Weight exceeding 200,000 lbs.)
Rubber-Tired Earth Moving Equipment Operator,
Operating Equipment with the Push-Pull System
(single engine, over 50 yds. struck)
Rubber-Tired Earth Moving Equipment Operator,
Operating Equipment with the 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 the Push-Pull System
(multiple engine, euclid, caterpillar, and similar
type, over 50 cu. yds. struck)
Tandem Tractor Operator (operating crawler type
tractors in tandem – Quad 9 and similar type)
Group 18
Rubber-Tired Earth Moving Equipment Operator,
Operating in Tandem (scrapers, belly dumps, and
similar types in any combination, excluding
compaction units - single engine, up to and
including 25 yds. struck)
Group 19
Rotex Concrete Belt Operator
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 engines, 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)
222
Determination: SC-23-63-2-2021-2

Page 11 of 11 ends

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 cu. yds. struck)
Rubber-Tired Earth Moving Equipment Operator,
Operating Equipment 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
Pedestal Concrete Pump Operator
Rubber-Tired Earth Moving Equipment Operator,
Operating Equipment with the Tandem Push-Pull
System (multiple engine, euclid, caterpillar and
similar over 50 cu. yds struck
MISCELLANEOUS PROVISIONS:

1. Operators on hoists with three drums shall receive fifteen cents (15¢) per hour additional pay to the regular rate of pay. The additional pay shall be added to the regular rate and become the base rate for the entire shift.

2. All heavy duty repairman and heavy duty combination shall receive one dollar ($1.00) per hour tool allowance in addition to their regular rate of pay and this shall become their base rate of pay.

3. Employees required to suit up and work in a hazardous material environment, shall receive Two Dollars ($2.00) per hour in addition to their regular rate of pay, and that rate shall become the basic hourly rate of pay.

4. A review of rock drilling is currently pending. The minimum acceptable rate of pay for this classification or type of work on public works projects is Laborer and Related Classifications/Group 5 (Driller) as published in the Director’s General Prevailing Wage Determinations. However, the published rate for the craft/classification of Operating Engineer/Group 8 (Rock Drill or Similar Types) may be used by contractors to perform rock drilling on public works projects. # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). a For classifications within each group, see Pages 7 through 11. b Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. c Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. d Includes an amount for Annuity.
e Includes an amount withheld for supplemental dues.
f The Third Shift shall work 6.5 hours, exclusive of meal period, for which 8 hours straight-time shall be paid at the non-shift rate, Monday through Friday.

223

GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: Laborer and Related Classifications #
Determination:

SC-23-102-2-2021-1
Issue Date:

August 22, 2021
Expiration date of determination:

June 30, 2022* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit at (415) 703-4774 for the new rates after ten days after the expiration date if no subsequent determination is issued.

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties.

Wages and Employer Payments:

Classificationa
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holiday
b
Training Other Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X) c
Saturday
Overtime
Hourly
Rate
(1 ½ X) cd
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
Group 1 $37.43 $8.10 $10.32 $4.87 $0.70 $0.61 8.0 $62.03 $80.745 $80.745 $99.46 Group 2 $37.98 $8.10 $10.32 $4.87 $0.70 $0.61 8.0 $62.58 $81.570 $81.570 $100.56 Group 3 $38.53 $8.10 $10.32 $4.87 $0.70 $0.61 8.0 $63.13 $82.395 $82.395 $101.66 Group 4 $40.08 $8.10 $10.32 $4.87 $0.70 $0.61 8.0 $64.68 $84.720 $84.720 $104.76 Group 5 $40.43 $8.10 $10.32 $4.87 $0.70 $0.61 8.0 $65.03 $85.245 $85.245 $105.46 224
Determination: SC-23-102-2-2021-1

Page 2 of 3 ends

Group 1
Boring Machine Helper (Outside)
Certified Confined Space Laborer
Cleaning and Handling of Panel Forms
Concrete Screeding for Rough Strike-Off
Concrete, Water Curing
Demolition Laborer, the cleaning of brick if performed by an employee performing any other phase of demolition
work, and the cleaning of lumber
Fiberoptic Installation, Blowing, Splicing, and Testing Technician on public right-of-way only
Fire Watcher, Limbers, Brush Loaders, Pilers and
Debris Handlers
Flagman
Gas, Oil and/or Water Pipeline Laborer
Laborer, Asphalt-Rubber Material Loader
Laborer, General or Construction
Laborer, General Cleanup
Laborer, Jetting
Laborer, Temporary Water and Air Lines
Plugging, Filling of Shee-Bolt Holes; Dry Packing of
Concrete and Patching
Post Hole Digger (Manual)
Railroad Maintenance, Repair Trackman and Road
Beds; Streetcar and Railroad Construction Track
Laborers
Rigging and Signaling
Scaler
Slip Form Raisers
Tarman and Mortar Man
Tool Crib or Tool House Laborer
Traffic Control by any method
Water Well Driller Helper
Window Cleaner
Wire Mesh Pulling - All Concrete Pouring Operations
Group 2
Asphalt Shoveler
Cement Dumper (on 1 yard or larger mixer and handling
bulk cement)
Cesspool Digger and Installer
Chucktender
Chute Man, pouring concrete, the handling of the chute
from readymix trucks, such as walls, slabs, decks,
floors, foundations, 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 Man
Guinea Chaser
Headerboard Man-Asphalt
Installation of all Asphalt Overlay Fabric and Materials used for Reinforcing Asphalt
Laborer, Packing Rod Steel and Pans
Membrane Vapor Barrier Installer
Power Broom Sweepers (small)
Riprap, Stonepaver, placing stone or wet sacked
concrete
Roto Scraper and Tiller
Sandblaster (Pot Tender)
Septic Tank Digger and Installer (leadman)
Tank Scaler and Cleaner
Tree Climber, Faller, Chain Saw Operator, Pittsburgh
Chipper and similar type Brush Shredders
Underground Laborer, including Caisson Bellower
Group 3
Asphalt Installation of all fabrics
Buggymobile Man
Compactor (all types including Tampers, Barko,
Wacker)
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-inch pipe
and over by any method, inside and out
Impact Wrench, Multi-Plate
Kettlemen, Potmen and Men applying asphalt, lay-kold,
creosote, lime caustic and similar type materials
Laborer, Fence Erector
Material Hoseman (Walls, Slabs, Floors and Decks)
Operators of Pneumatic, Gas, Electric Tools, Vibrating
Machines, Pavement Breakers, Air Blasting, ComeAlongs, and similar mechanical tools not separately classified herein; operation of remote controlled
robotic tools in connection with Laborers work
Pipelayer's backup man, coating, grouting, making of
joints, sealing, caulking, diapering and including
rubber gasket joints, pointing and any and all other
services
Power Post Hole Digger
Rock Slinger
Rotary Scarifier or Multiple Head Concrete Chipping
Scarifier
Steel Headerboard Man and Guideline Setter
Trenching Machine, Hand Propelled
Group 4
Any Worker Exposed to Raw Sewage
Asphalt Raker, Luteman, Ironer, Asphalt Dumpman, and
Asphalt Spreader Boxes (all types)
Concrete Core Cutter (walls, floors or ceilings), Grinder or Sander
Concrete Saw Man, Cutting Walls or Flat Work, Scoring
old or new concrete
Cribber, Shorer, Lagging, Sheeting and Trench Bracing,
Hand-Guided Lagging Hammer
Head Rock Slinger
High Scaler (including drilling of same)
Laborer, Asphalt-Rubber Distributor Bootman
Laser Beam in connection with Laborer's work
Oversize Concrete Vibrator Operator, 70 pounds and
over
Pipelayer
Prefabricated Manhole Installer
Sandblaster (Nozzleman), Water Blasting, Porta ShotBlast Subsurface Imaging Laborer
Traffic Lane Closure, certified
Group 5
Blasters Powderman
Driller
Toxic Waste Removal
Welding, certified or otherwise in connection with
Laborers’ work
225
Determination: SC-23-102-2-2021-1

Page 3 of 3 ends

Recognized holidays:

Travel and/or subsistence payment:

In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Director's General Prevailing Wage Determinations Website (http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm). Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). a For classification within each group, see next page. b Includes an amount per hour worked for supplemental dues c Any hours worked over 12 hours in a single workday are double (2) time. d Saturdays in the same work week may be worked at straight-time if job is shut down during work week due to inclement weather or similar Act of God, or a situation beyond the employer’s control.

226

GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: Parking and Highway Improvement (Striping, Slurry and Seal Coat Operations-Laborer)# Determination:

SC-23-102-6-2021-1
Issue Date:

August 22, 2021
Expiration date of determination:

June 30, 2022* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit at (415) 703-4774 for the new rates after ten days after the expiration date if no subsequent determination is issued.

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura Counties.

Wages and Employer Payments:

Classificationa
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation/
Holidayb Training Other Hoursc
Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)
6th & 7th Day
Overtime
Hourly
Rated
(1½ x)
Holiday
Overtime
Hourly
Rate
(2 X)
Group 1 $40.10 $8.10 $7.27 $5.11 $1.32 $0.50 8.0 $62.40 $82.45 $82.45 $102.50 Group 2 $41.40 $8.10 $7.27 $5.11 $1.32 $0.50 8.0 $63.70 $84.40 $84.40 $105.10 Group 3 $43.41 $8.10 $7.27 $5.11 $1.32 $0.50 8.0 $65.71 $87.415 $87.415 $109.12 Group 4 $45.15 $8.10 $7.27 $5.11 $1.32 $0.50 8.0 $67.45 $90.025 $90.025 $112.60 Recognized holidays:

Page 2 of 2 ends

Travel and/or subsistence payment:

CLASSIFICATION GROUPS:

Group 1
Protective coating, Pavement sealing (repairs
and filling of cracks by any method to
parking lots, game courts and playgrounds,
and tracks, whether indoor or outdoor)
Truck Mounted Attenuator
Automatous Truck Mounted Attenuator
Installation of carstops
Traffic Control Person & Serviceman;
including work of installing and protecting
utility covers, traffic delineating devices,
posting of no parking and notifications for
public convenience
Asphalt Repair
Equipment Repair Technician
Truncated Dome Assitant
Decorative Asphalt Surfacing Applicator
Assistant
Group 2
Traffic Surface Abrasive Blaster
Pot Tender
Traffic Control Person/Certified Traffic Control
Person
Repairing and filling of cracks and surface
cleaning on streets, highways, and airports
by any means, and other work not directly
connected with the application of slurry seal
Slurry Seal Squeegeeman (finisher)
Bob Cat/Skid Steer
Seal Roller
Forklift
Group 3
Traffic Delineating Device Applicator
Traffic Protective System Installer
Pavement Marking Applicator
Slurry Seal Applicator Operator (Line Driverincluding self-contained distribution units, aggregate spreader truck)
Shuttleman (loader/slurry machine
operations) operation of all related
machinery and equipment; handling of
related materials
Truncated Dome Technician
Decorative Asphalt Surfacing Applicator
Group 4
Traffic Striping Applicator
Slurry Seal Mixer Operator
Power Broom Sweeper (operation of all
related trucks, machinery and
equipment; Handling of related
materials)
# Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). a For classifications within each group, see Page 2. b Includes an amount per hour worked for Supplemental Dues. c Straight-time hours: 8 consecutive hours per day. 40 hours over 5 consecutive days, Monday through Sunday shall constitute a week’s work at straight time.
d The sixth consecutive day in the same work week may be worked at straight-time if job is shut down during work week due to inclement weather.

228

GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: Cement Mason#
Determination:

SC-23-203-2-2021-1
Issue Date:

August 22, 2021
Expiration date of determination:

June 30, 2022** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director - Research Unit for specific rates at (415) 703-4774.

Localities:

All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura Counties.

Wages and Employer Payments:

Classification
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holiday a
Training Other Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X) b
Saturday
Overtime
Hourly
Rate
(1 ½ X) b
c
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
Cement Mason, Curb and
Gutter Machine Operator; Clary
and Similar Type of Screed
Operator (Cement only);
Grinding Machine Operator (all
types); Jackson Vibratory, Texas
Screed and Similar Type Screed
Operator; Scoring Machine
Operator
$40.05 $8.38 $10.26 $7.28 $0.64 $0.24 8.0 $66.85 $86.875 $86.875 $106.90 Magnesite, magnesite-terrazzo
and mastic composition, Epoxy,
Urethanes and exotic coatings,
Dex-O-Tex
$40.17 $8.38 $10.26 $7.28 $0.64 $0.24 8.0 $66.97 $87.055 $87.055 $107.14 229
Determination: SC-23-203-2-2021-1

Page 2 of 2 ends

Travel and/or subsistence payment:

In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Director's General Prevailing Wage Determinations Website (http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm). Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). a Includes an amount for supplemental dues. b Rate applies to the first 4 daily overtime hours and the first 12 hours worked on Saturday. All other time is paid at the double time (2X) rate. c Saturday in the same work week may be worked at straight-time rate, up to 8 hours on Saturday or when the employee has worked a total of 40 hours in the work week, if it is not reasonably possible for any individual employee on a particular job site to complete 40 hours of work on a 8 hour day, Monday through Friday, due to inclement weather or similar act of God or a situation beyond the control of the contractor.

230
Appendix B
City of Santa Paula
Public Works Department Standard Plans
231

AC FINISH SHALL BE A SMOOTH

CONTINUATION OF ADJACENT
AC SURFACE SEE NOTE 4
SAWCUT & REPLACE • PAVED I UNPAVE~
~g.A~~5~~Tt~NANM~RENCH
(EACH SIDE)
-- ~-~~~ ~~ ~~~~~~~r-~~~~?R~~~~~~~~==-

FINISHED SURF ACE
0-~ ~ • . ; '." ; ·:... ~- B
1 /A2CKSFAILCLKOSRLUARLRLY
r::;,"'?-v .. ~· •• • • 't~
- ~ - • ' • ~ · ·, ARTERIAL STREETS.

WARNING TAPE

UTILITY SPECIFIC
r.n
u
w
a..
r.n
w
w
r.n
2''MIN. PVC CONDUIT FOR
TELEMETRY & INSTR~MENTA TION
(WHERE APPLICABLE;

BACKFILL MATERIAL FOR

ALL OTHER STREETS

SHALL BE APPROVED BY

CITY ENGINEER PRIOR TO
CONSTRUCTION. ALL

EXCAVATED MATERIAL

SHALL BE HAULED OFF
& PROPERLY DISPOSED.

TRACER WIRE, SEE NOTE 5 ---t--~
PIPE ZONE:

CONSOLIDATED WET, WASHED

SAND, MECHANICALLY COMPACTED
TO 90%%% RELATIVE COMPACTION
w
z
0 N
w
a..
a..
-->""'-~~,.._..,---,1----..J. __ _,___ __ --+ ROCK ST ABILIZA Tl ON ),v(~~~~ A REQUIRED IN UNSUITABLE
r 6" -12" SOIL AS DETERMINED BY
THE CITY'S REPRESENTATIVE _____ E_L_E_V_A_T-IO_N ______ __,_ AND /OR SOILS ANALYSIS.

NTS
NOTES:

1. AC FINISH SURF ACE SHALL BE A SMOOTH
CONTINUATION OF ADJACENT AC SURF ACE.

2. CONTRACTOR SHALL REFER TO CITY OF SANTA PAULA
AC PAVEMENT TRENCH RESURFACING STD. 425.

3. DEPENDING UPON THE CLASSIFICATION OF THE STREET,
A CEMENT SLURRY BACKFILL MAY BE REQUIRED.

4. DEPENDING UPON THE CLASSIFICATION OF THE STREET,
A COLD PLANED AC PATCH MAY BE REQUIRED.

5. #10 PLASTIC COATED SOLID CORE COPPER TRACER WIRE TAPED TO MAIN EVERY 10' WITH POLY TAPE WHEN PVC PIPE IS INSTALLED.

CITY OF SANTA PAULA- PUBLIC WORKS DEPARTMENT STANDARD PLAN

TRENCH SECTION FOR
Dl, PVC AND STEEL PIPE 103
APPROVED BY:

SHEET....!..OF .1.._
232

1. PIPE DEPTH: DEPTH OF PIPES SHALL CONFORM TO THE FOLLOWING SCHEDULE UNLESS NOTED OTHERWISE ON THE PLANS:

UP TO 12" DIAMETER-42" COVER
UP TO 24" DIAMETER-48" COVER
OVER 24• DIAMETER-AS SHOWN ON THE PLANS

2. SELECTED MATERIAL FOR PIPE BEDDING AND PIPE ZONE: SELECTED MATERIAL FOR PIPE

BEDDING AND PIPE ZONE BACKFILL SHALL BE SELECTED NATIVE MATERIAL FREE FROM CLODS,

STICKS, VEGETATION, CHUNKS OF ASPHALT PAVING, OR OTHER DELETERIOUS MATERIALS AND SHALL BE FREE OF ROCKS OR STONES WHICH ARE LARGER THAN 3/4 INCH IN GREATEST DIMENSION. NATIVE MATERIAL MAY ONLY BE USED IF THESE REQUIREMENTS ARE MET AND/OR APPROVED BY THE CITY'S REPRESENTATIVE. OTHERWISE SAND CONFORMING TO THESE SPECIFICATIONS SHALL BE WASHED SAND ONLY.

3. SAND: SAND MATERIAL SHALL BE CLASSIFIED AS "WASHED SAND" FOR BEDDING, PIPE ZONE, AND BACK FILL PURPOSES. IF SAND IS TO BE USED FOR PIPE BEDDING OR PIPE ZONE, IT SHALL BE FREE FROM FOREIGN MATERIALS SUCH AS ROCKS, STICKS, VEGETATION, ETC., AND SHALL MEET THE FOLLOWING GRADATION:

SIEVE SIZE
3/8 INCH
NO.4
NO. 30
NO. 100
NO. 200

PERCENTAGE PASSING
(BY WEIGHT)
100
75 - 100
12 - 50
5- 20
0 - 10

4. AGGREGATE BASE: IF AGGREGATE IS REQUIRED FOR PIPE BEDDING FOUNDATION, IT SHALL BE NO. 67 CRUSHED AGGREGATE AS DEFINED BY ASTM D 448 AND SHALL BE FREE FROM FOREIGN AND ORGANIC MATTER.

GRADATION - ASTM D-448 (NO. 67)

PERCENTAGE PASSING

SIEVE SIZE
1 INCH
3/4 INCH
3/8 INCH
NO.4
NO. 8
(BY WEIGHT)
100
90 - 100
20 - 55
0 - 10
0- 5

5. 1/2 SACK CEMENT SLURRY BACKFILL: CLASS 100-E-100 IN ACCORDANCE WITH THE 2 SACK STANDARD

6. ASPHALT PAVEMENT: ASPHALT CONCRETE PAVING SHALL CONFORM TO STANDARD DRAWING ES005, NOTE 6.

7. COMPACTION TESTS: COMPACTION TESTS WILL BE MADE BY THE TESTING LABORATORY DESIGNATED BY THE CITY'S REPRESENTATIVE. THE NUMBER OF TESTS AND THEIR LOCATION AND DEPTH SHALL BE DETERMINED BY THE CITY'S REPRESENTATIVE. RELATIVE COMPACTION TESTS SHALL BE TAKEN IN ACCORDANCE WITH ASTM D-1556 OR AS APPROVED BY THE CITY'S REPRESENTATIVE. THE COST(S) OF THE TEST SHALL BE BORNE BY THE CONTRACTOR.

CITY OF SANTA PAULA- PUBLIC WORKS DEPARTMENT STANDARD PLAN

TRENCH SECTION FOR
Dl, PVC AND STEEL PIPE 103
APPROVED BY:

DATE SHEET --
2 OF 2
233
ALT. 2-SIDEWALK NARROWER ALT. 1-SIDEWALK AS WIDE
NARROWER THAN REQUIRED A ............__ OR WIDER THAN REQUIRED FOR DRIVEWAYS -...::;;;j FOR DRIVEWAYS

FULL WIDTH

SIDEWALK
4' TRANSITION I
~~ AO i' "" a"' " ~ " "~ . ~ a SIDEWALK I v ~ ~ <1 ~ "
1-------<;j <1 ~~ " }.- ..,-- :-~ ~·-"~~--- -J\ . -------1 <(- <1/1 . . 4 4 <11\
SIDEWALK " ~ ~ / . . <1 ~ • I . '\ <1 ~ ~ SIDEWALK I - - - - - "' . w <1 "; : ~- " : " " I \ o... ~ or SIDEWALK /. i. " G "'a 4 I / \ C;S PARKWAY
PAR ~WAY 1 / "'. "1 .. " " " · . " . f \ === ;I,LI:il:j ===o =~ = =_I = = . = = = = -<L = =I = = - }----,..l,;mll)_K'5'1"!(1:j __ ....J GUTTER
I. X .1.
2' AC Sawcut & Removal
Slot Pave with 3/8" AR 8000
Hot Mix Asphalt Paving to a
A
w
(SEE SPECS.)

PLAN VIEW
depth of 4" over 6" Aggregate Base,
Compacted to 95% Relative Compaction
NTS
18" Min. or Match
Adjacent
y

AGGREGATE BASE
GUTTER
.1. X .I

SECTION A
NTS
STREET
4'
1/4"/FT.

Reinforcing steel to be set on top TABLE OF X & Y DIMENSIONS AND SLOPE (S) of approved concrete blocks, ( dobies). CURB FACE* 6" 8" X 3'-0" 4-0"
Y (MIN.) 5'-0" 7'-o"
SLOPE (S) 10.42% 9.83%
* WHERE CURB FACE HEIGHT IS MORE THAN 8", VALUES
FOR X & Y SHALL BE AS APPROVED BY CITY ENGINEER.

CITY OF SANTA PAULA- PUBLIC WORKS DEPARTMENT STANDARD PLAN CONCRETE DRIVEWAY APRON 401
APPROVED BY:
2·2-()9 SHEET 1 OF 2 DATE - - 234

1. CONSTRUCTION OF CONCRETE DRIVEWAY APRONS ARE AN ENCROACHMENT INTO THE PUBLIC RIGHT-OF-WAY. THE PROPERTY OWNER IS FULLY RESPONSIBLE FOR ITS MAINTENANCE.

THE OWNER CONSENTS TO USE OF THE APRON AND SIDEWALK TRANSITION BY THE PUBLIC FOR PEDESTRIAN TRAVEL.

2. DEPRESSED CURB & GUTTER SHALL BE CONSTRUCTED MONOLITHIC WITH DRIVEWAY.

3. THE EXISTING SIDEWALK, CURB AND GUTTER SHALL BE SAWCUT ALONG EXISTING SCORE LINES, OR AS APPROVED BY CITY REPRESENTATIVE.

4. DRIVEWAY APRON MUST BE MINIMUM OF 5' FROM UTILITY POLE, FIRE HYDRANT OR BEGINNING OF CURB RETURN MEASURED FROM TOP OF "X". ALSO, THE DRIVEWAY MUST BE MINIMUM OF 3' FROM PROPERTY LINE, OR 4' FROM PROPERTY LINE IF A SIDEWALK TRANSITION IS REQUIRED. ANY DEVIATION SHALL BE APPROVED BY THE CITY ENGINEER.

5. LIMITS OF DRIVEWAY WIDTH SHALL BE AS FOLLOWS:

RESIDENTIAL DRIVEWAYS: W=10' MIN., W=20' MAX.

COMMERCIAL DRIVEWAYS: W=16' MIN., W=36' MAX.

DRIVEWAYS IN EXCESS OF 36' WIDE SHALL BE APPROVED BY THE CITY ENGINEER.

A) THE SUM OF ALL DRIVEWAYS IS LIMITED TO 40% OF THE TOTAL LOT FRONTAGE.

B) THE DISTANCE BETWEEN TOPS OFF DRIVEWAY WARPED SECTION OF ADJACENT DRIVEWAYS SHALL BE: A) 22 FEET ON THE SAME PROPERTY, OR B) 1 FOOT ON ADJACENT PROPERTIES.

AT LEAST ONE 25' DRIVEWAY IS ALLOWED FOR EACH LOT.

6. WHERE THE ROAD GRADE EXCEEDS 5% AND THERE IS NO SIDEWALK ADJACENT TO THE

CURB, A DEFLECTOR CURB SHALL BE INSTALLED ON THE DOWNSLOPE SIDE OF EACH DRIVEWAY. THE DEFLECTOR CURB SHALL BE PER STD. PLAN 405.

7. ALL CONCRETE SHALL BE 560-C-3250 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.

8. 4" OF MECHANICALLY COMPACTED SELECT NATURAL BASE IS REQUIRED UNDER SIDEWALK WHERE THE SOILS EXPANSION IS 5% OR GREATER.

9. WHERE SIDEWALK WIDTH IS LESS THAN THAT REQUIRED FOR DRIVEWAY, SIDEWALK TRANSITIONS SHALL BE PER ALTERNATIVE 2. IF THE REQUIRED APRON EXTENDS INTO PRIVATE PROPERTY,

10. THICKNESS:

FOR RESIDENTIAL DRIVEWAYS T= 6" PORTLAND CEMENT CONCRETE ON 4" CRUSHED AGGREGATE BASE OR SAND.

FOR COMMERCIAL DRIVEWAYS T = 8" PORTLAND CEMENT CONCRETE ON 6" CRUSHED AGGREGATE BASE.

THE CRUSHED AGGREGATE BASE SHALL CONFORM TO SECTION 202-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. ALL SUBGRADE MATERIAL SHALL BE COMPACTED TO "FIRM AND UNYIELDING."

11. NEW DRIVEWAYS SHALL CONFORM TO ALL CITY ORDINANCES. ANY REQUEST FOR MODIFICATION SHALL BE MADE IN WRITING TO THE CITY ENGINEER.

CITY OF SANTA PAULA- PUBLIC WORKS DEPARTMENT STANDARD PLAN CONCRETE DRIVEWAY APRON 401
APPROVED BY:

DATE SHEET 2 OF 2 235
~ .. 6 ... CURB LINE
Ll I BATTER 3:12 j_ LL
u
CXJ
"
A1-(6) AND A1-(8)
NTS
LL
u
(.()

CURB LINE
~~6_"-+ __________ w ________ ~
LL
u
0:::
<(
>
.. "
. . " . .
" .

BATTER 3:12
LEVEL
. . . ..

A3-(6) AND A3-(8)
NTS
NOTES:

1. THE LAST NUMBER IN THE DESIGNATION
IS THE CURB FACE (CF) HEIGHT.

2. GUTTER WIDTH, W, IS 18" OR 24" AS
SPECIFIED ON THE PLAN.

3. TYPES A1, A2, A3 AND C1 SHALL BE
CONSTRUCTED FROM PCC.

4. TYPE D1 CURB SHALL BE CONSTRUCTED
FROM ASPHALT CONCRETE.

5. TYPE C1 CURB SHALL BE ANCHORED WITH

STEEL DOWELS AS SHOWN OR WITH AN

EPOXY APPROVED BY THE CITY'S
REPRESENTATIVE.

6. ALL EXPOSED CORNERS ON PCC CURBS

AND GUTTERS SHALL BE ROUNDED WITH
A 1 /2'' RADIUS.

CURB LINE
6" w
·"'
" .
.
.
• ~BATTER 3:12
• SLOPE 1 "/FT. . • "
.\ . . . . . . . . "
" .. . . . . " . . . . " . . . " . . . . " . . . . ·':.-ryWmW..,.III:--111 .. '111~/ll.u I - ''-Ill-~ - 1"
A2 -(6) AND A2-(8)
NTS
D1-(6) AND D1-(8)
NTS

7. CONCRETE MIX SHALL BE 560-C-3250
LL
u

CURB LINE
#4 X 10" @ 4' 0.C.

GROUTED IN PLACE
BATTER 3: 12
C1-(6) AND C1-(8)
NTS

CITY OF SANTA PAULA- PUBLIC WORKS DEPARTMENT STANDARD PLAN CURB AND GUTIER- BARRIER 405
APPROVED BY:
2·2-d?
SHEET 1 OF 1 DATE - - 236

EXP JT EXP JT
WPJ
WPJ
bUTILITY
EXP JT
POLE
WPJ
GUTTER

EXP JT EXP JT
BCR
EXP JT

0....

X
w
0:::
u
w

DRIVEWAY
WPJ = WEAKENED PLANE JOINT
EXP JT = EXPANSION JOINT
BCR = BEGINNING OF CURB RETURN
ECR = END OF CURB RETURN
NOTES:

1. WEAKENED PLANE JOINTS SHALL BE USED FOR ALL JOINTS,

EXCEPT EXPANSION JOINTS SHALL BE PLACED IN CURB,

GUTTER AND SIDEWALK AT THE BCR AND ECR, AND AROUND
UTILITY POLES LOCATED IN SIDEWALK AREAS.

2. 3.

CURB AND GUTTER SHALL BE CONSTRUCTED SEPARATELY
FROM SIDEWALK.

WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT
REGULAR INTERVALS, NOT EXCEEDING 10 FEET IN WALKS OR
20 FEET IN GUTTERS. WALK AND CURB JOINTS SHALL BE
ALIGNED.

ACCESS RAMP----'~~7
~q_) 0....

X
w
EXP JT

CITY OF SANTA PAULA- PUBLIC WORKS DEPARTMENT

CURB AND SIDEWALK JOINTS
APPROVED BY:

STANDARD PLAN
406
SHEET _j__ OF_!_
237
40"
OR 60"
NOTE:
60' O.C.
10 D.C.
40"
OR 60" SEE NOTE 7
5' MIN. WIDE

SIDEWALK
REFER TO CITY STD.

PLAN 405 FOR CURB
AND GUTTER TYPE.
~------------1o~·~o~.c~·------~~~----~ 60' O.C.

SCORING LINE
NOTES:

WEAKENED

PLANE JOINT
. .. · ... ·.· ... · . ;.

EXPANSION JOINT

1. CONCRETE FOR SIDEWALK SHALL BE CLASS 560-C-3250 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.(MAXIMUM 4" SLUMP).

2. EXPANSION JOINTS, 1/2" THICK, SHALL BE PLACED AT B.C., E.C. AND ALL RETURNS, AT THE OUTER EDGES OF DRIVEWAYS INCLUDING "X" DISTANCES, AND AT UNIFORM INTERVAL AS SHOWN IN STANDARD PLAN 406 OR AS DIRECTED BY THE CITY'S REPRESENTATIVE.

3. WEAKENED PLANE JOINTS, ONE INCH DEEP, SHALL BE CONSTRUCTED AT EQUAL SPACING BETWEEN EXPANSION JOINTS IN THE WALK AND CURB AND GUTTERS.

4. SCORING LINES, 1/4" DEEP, SHALL BE CONSTRUCTED IN CURBS AT LOCATIONS OF WEAKENED PLANE JOINT IN TOP OF CURB AND IN THE WALK AS SHOWN.

5. JOINTS IN THE CURB AND GUTTER SHALL ALIGN WITH CORRESPONDING JOINTS IN THE SIDEWALK.

6. LONGITUDINAL SCORING LINES WILL BE REQUIRED IN WALKS WIDER THAN 5 FEET.

7. WEAKENED PLANE JOINTS IN SIDEWALK SHALL BE CONSTRUCTED WITH DEEP GROOVING TOOL.

8. WHEN EXPANSION = 5%, OR WHEN R VALUE OF BASE IS 14 OR LESS, PLACE 4" THICK SAND OR SELECT SUB BASE (R = 40 OR BETTER) UNDER CONCRETE CURB, CURB & GUTTER FOR 12" BEHIND CURBLINE AND UNDER THE SIDEWALK.

CITY OF SANTA PAULA- PUBLIC WORKS DEPARTMENT STANDARD PLAN 409
APPROVED BY:

2. .. z-tJ'!

DATE SHEET --
1 OF 1 238
#5 REBAR - CONTINUOU
• • • 4
• • ~ 4 • • <1 •
' . . .

FINISHED EDGES
#5 X 24" LONG TIE REBAR
<:!~ • <1 •
4 • 4. 4 . tl• ..
. . . .. ..
12" MIN.

INITIAL LANE ADJACENT LANE
NOTES:

SEE KEYWAY INSERT DETAIL (BELOW)

CONTACT JOINT WITH KEYWAY AND TIE BAR
NTS

METAL OR WOODEN INSERT TO

BE PLACED ON FORMS
~CONCRETE FORM

TYPICAL KEYWAY INSERT DETAIL
NTS

1. LONGITUDINAL JOINTS SHALL BE LOCATED AS SHOWN ON THE DESIGN DRAWINGS. CONTACT OR WEAKENED PLANE JOINTS MAY BE USED AT CONTRACTOR'S OPTION.

2. TRANSVERSE WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT INTERVALS OF 15 FEET AND SHALL BE AT LEAST 5 FEET FROM ANY TRANSVERSE CONTACT JOINT. (SEE NOTE 5 BELOW).

3. TRANSVERSE CONTACT JOINTS SHALL BE CONSTRUCTED AS SHOWN HEREON AT ALL CONSTRUCTION JOINTS AND AS DIRECTED BY THE CITY'S REPRESENTATIVE.

4. SPACE TIE BARS AT 36" ON CENTER FOR TRANSVERSE JOINTS AND 45" ON CENTER FOR ALL LONGITUDINAL JOINTS. PLACE THE TIE BAR IN MIDDLE THIRD OF SLAB.

5. SEE SECTION 302-6.5 OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR DETAILS ON CONCRETE PAVEMENT JOINTS.

6. CONSTRUCT CONTACT JOINTS IN THE APPROACH SLABS AT FIRST THREE TRANSVERSE JOINTS OF CONCRETE INTERSECTIONS.

CITY OF SANTA PAULA- PUBLIC WORKS DEPARTMENT STANDARD PLAN CONCRETE PAVEMENT JOINT DETAILS 419
APPROVED BY:

DATE SHEET J.... OF J.... 239

CAST IRON FRAME & COVER
6"

COLD JOINT
(NO CONTACT BETWEEN
THE TWO CONC. SURF ACES)
14"
-II MIN.

I II 1-1/2" I.D. GALVANIZED PIPE

PIPE SHALL BE PERMANENTLY & VISIBLY MARKED

OR TAGGED WITH THE CERTIFICATE NUMBER OF

THE SURVEYOR OR CIVIL ENGINEER SETTING THE
MONUMENT.

ELEVATION
NTS
NOTES:

1. FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY
NO. A-2925, OR APPROVED EQUAL; CONCRETE SHALL
BE CLASS 470-C-2000 IN ACCORDANCE WITH THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.

CITY OF SANTA PAULA- PUBLIC WORKS DEPARTMENT STANDARD PLAN SURVEY MONUMENT- TYPE A 420
APPROVED BY:

DATE SHEET --
1 OF 1 240

CAST IRON FRAME AND

COVER PER ALHAMBRA
FOUNDRY A-2925 OR-------.

APPROVED EQUAL SEE
NOTE 2.

BRASS CAP SURVEY MONUMENT

STAMPED CITY OF SANTA PAULA
THIS AREA SHOULD BE WELL -- COMPACTED. WHEN SETTING

MONUMENT IN SANDY SOIL,

COMPACT SAND BY FLOODING
WITH WATER.

NOTES:

1. SLEEVE TO BE MADE FROM
VPC, PVC-SCH40 OR CIP.

2. CAST IRON COVER TO HAVE
SURVEY STAMPED ON TOP.

3. CONCRETE AND ASPHALT SHALL

BE IN ACCORDANCE WITH

THE STANDARD SPECIFICATIONS

FOR PUBLIC WORKS
CONSTRUCTION.
15" MIN.

ELEVATION
NTS
,------ PATCH WITH A. C.

TYPE Ill C2-AR4000

FINISH SURF ACE
.;_ ... 111==111==111= .... -
. 1" RISE

CITY OF SANTA PAULA- PUBLIC WORKS DEPARTMENT STANDARD PLAN SURVEY MONUMENT- TYPE B 421
APPROVED BY:

DATE SHEETJ_OF J_ 241
_j
_j
[i:
::,.::
u
<(
m
>-
0::::
0::::
~
_j
[/)
TAC + 1" (IN TWO LAYERS)
TRENCH

1.5" (MIN.)
12"

LOCAL STREET
CASE I
"T" CUT - WITH

NO EXISTING BASE
TAC + 1" (IN TWO LAYERS)

1.5" (MIN.)
4 . ~ .d ',
4 .. • ' I '<ff 12"
·., ' 4 . '
• • : 4 • :(
=r
Ir
[ COLLECTOR/ARTERIAL
: TRENCH .. 4 J CASE Ill
·. ~ . l:l · · ·. · :3 ~ "T" GRIND - WITH
. . II_ NO EXISTING BASE L..;..._-~~f=rl
TRENCH
1" (IN TWO LAYERS)

1.5" (MIN.)
12"

LOCAL STREET

CASE II
"T'' CUT - WITH

EXISTING BASE
1" (IN TWO LAYERS)

1.5" (MIN.)
"T" GRIND - WITH

EXISTING BASE
REFER TO CITY STD. PLAN 103 FOR TRENCH DETAILS AND SPECIFICATIONS.

CITY OF SANTA PAULA- PUBLIC WORKS DEPARTMENT STANDARD PLAN A.C. TRENCH RESURFACING 425
APPROVED BY:
z~z-tJ DATE SHEET_j_ OF _L 242

1. PAVEMENT REMOVAL: ALL PAVEMENT REMOVAL SHALL BE MADE ALONG STRAIGHT LINE SAW CUTS AT A MINIMUM DEPTH OF 1.5 INCHES AND SHALL HAVE A UNIFORM WIDTH AND PARALLEL EDGES, UNLESS DIRECTED

OTHERWISE BY THE CITY'S REPRESENTATIVE

2. STANDARD PATCH: THE STANDARD ASPHALT CONCRETE PATCH SHOWN ON STANDARD PLAN ES005 SHEET 1 IS APPLICABLE TO LOCAL STREETS (CASE I OR CASE II), DEPENDING ON THE EXISTING PAVEMENT SECTION.

3. COLD PLANING: COLD PLANED ASPHALT CONCRETE PATCH AS SHOWN ON STANDARD PLAN ES005 SHEET 1 (CASE Ill OR CASE IV) IS APPLICABLE TO ARTERIAL AND COLLECTOR STREETS AS SHOWN ON STANDARD PLAN ES005 SHEET 3. MINIMUM DEPTH OF COLD PLANE ALONG TRENCH IS 1.5 INCHES.

THE CONTACT EDGES SHALL THEN BE SEALED WITH EMULSIFIED ASPHALTIC OIL.

THE CITY'S REPRESENTATIVE MAY WAIVE THE REQUIREMENTS FOR COLD PLANED ASPHALT CONCRETE PATCHING FOR EXCAVATIONS LOCATED OUTSIDE THE TRAVEL WAY.

4. ENHANCED BACKFILL: ENHANCED BACKFILL (1-1 /2 SACK CEMENT SAND SLURRY) IS REQUIRED (EXCEPT IN THE PIPE ZONE) ON ALL ARTERIALS AND MAJOR COLLECTORS (AS SHOWN ON SHEET 3).

THE CITY'S REPRESENTATIVE MAY WAIVE THE REQUIREMENTS FOR SLURRY BACKFILL FOR EXCACATIONS LOCATED OUTSIDE THE TRAVEL WAY.

5. TEMPORARY AC PAVEMENT: TIEMPORARY AC PAVEMENT RESURFACING SHALL BE PLACED AT THE CONTRACTOR'S EXPENSE, IMMEDIATELY AFTIER BACKFILLING, UNLESS DIRECTIED OTHERWISE BY THE CITY'S REPRESENTATIVE. IT

SHALL BE PLACED LEVEL WITH THE EXISTING PAVEMENT ON COMPACTED TRENCH BACKFILL AND SHALL BE A MINIMUM OF 2 INCHES THICK.

6. PERMANENT AC PAVEMENT: PERMANENT AC PAVEMENT RESURFACING SHALL BE OF HOT ASPHALT CONCRETE MIX AND SHALL BE INSTALLED WITHIN TWO (2) WEEKS AFTER BACKFILLING OF TRENCHES HAS BEEN COMPLETED, AND ONLY AFTER SETTLEMENT HAS TAKEN PLACE AND THE FILL SURF ACE HAS SUFFICIENTLY DRIED. ASPHALT RESURFACING SHALL BE MINIMUM 4 INCHES THICK AND INSTALLED IN TWO (2) LIFTS. BASE COURSE, TYPE Ill B2-AR8000, SHALL BE A MINIMUM OF 2.5 INCHES THICK. FINISH COURSE, TYPE Ill C2-AR8000, SHALL BE A MINIMUM OF 1.5 INCHES THICK.

7. TACK COAT: TACK COAT SHALL BE APPLIED TO ALL CONTACT SURFACES OF EXISTING PAVEMENT,

MANHOLE FRAMES AND SHAFTS, AND CONCRETE SURFACES BEFORE THE PERMANENT ASPHALT TRENCH RESURFACING IS APPLIED.

8. THE TOTAL NUMBER OF MAIN LINE POPOUTS AND MAIN LINE TRANSITIONS SHALL NOT EXCEED ONE PER 100 LINEAL FEET OF MAIN LINE. THE TOTAL NUMBER OF LATERAL POPOUTS AND LATERAL WIDTH TRANSITIONS SHALL NOT EXCEED ONE PER 100 LINEAL FEET OF LATERAL. POP OUTS OR WIDTH TRANSITIONS AT SUBSTRUCTURES ARE EXCLUDED FROM THE AFOREMENTIONED LIMITATIONS.

9. ENCROACHMENT EXCAVATIONS WITHIN THE TRAFFIC LANES OF ANY PAVED STREET THAT EXCEED 250

FEET IN LENGTH MEASURED PARALLEL TO THE CENTER LINE OF THE STREET, SHALL BE PAVED USING A SELF

PROPELLED MECHANICAL SPREADING AND FINISHING MACHINE FOR PLACEMENT OF THE TOP LAYER OF ASPHALT PAVING MATERIAL.

10. CASE 1 AND CASE II SHALL APPLY TO LOCAL STREETS.

CASE Ill AND CASE IV SHALL APPLY TO ARTERIAL AND COLLECTORS STREETS.

CITY OF SANTA PAULA- PUBLIC WORKS DEPARTMENT STANDARD PLAN A.C. TRENCH RESURFACING 425
APPROVED BY:
2-2~ DATE SHEET_J_ OF l._
243

PARALLEL

TANGENTS
A. CURVED ALIGNMENT

USE SHORT STRAIGHT TANGENTS TO

FORM PARALLEL EDGES AND UNIFORM
TRENCH WIDTH ON CURVED ALIGNMENT.

MAXIMUM ALLOWABLE POP OUTS AND
TRANSITIONS = ONE PER 1 DO L.F. OF

TRENCH - (COMPUTED SEPARATELY

FOR MAIN LINE TRENCH AND

LATERALS), UNLESS APPROVED

OTHERWISE BY THE CITY'S
REPRESENTATIVE.

POP OUT

LATERAL TRENCH
~=
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wl
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ml
a:::: I
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1-+---+---+--_____:::>L._ UNIFORM WIDTH AND I
PARALLEL EDGES REQ. : I
I
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/L-l ( 0 '~--:T::::Y7:::P~IC~AL~T~RE~N~C~H~A,.:.:.R:,.:::O...:::.U:::,:ND~- \ 1 SUBSTRUCTURE (M.H., ETC.) ' / USE 1.5" THICK AC OVER
~-~ STRUCTURE EXCEPT I I FRAME AND COVER
I I
B. STRAIGHT ALIGNMENT

CITY OF SANTA PAULA- PUBLIC WORKS DEPARTMENT STANDARD PLAN A.C. TRENCH RESURFACING 425
APPROVED BY:

SHEET_]_ OF _L
244

GENERAL ROAD DESIGN GOALS AND PROCEDURES
All streets and roadways to be build within and mode port of the City rood system shall be designed to conform to these standards. Where standards ore not definitive, design shall conform to good engineering practice approved by the Public Works Director. The Coltrons Design Manuals generally provide guidance in "good engineering practice" of rood design.

The Public Works Director may issue, modify, revise or cancel standards showing engineering and construction details for roadways and other construction.

Deviation from Right-of-way and improvements of these standards shall be allowed only with the approval of the Public Works Director. Deviation from the technical requirements of the standards may be granted by the Public Works Director. Any request for deviation from the requirements of these standards must be accompanied with sufficient supporting data. The applicant requesting the deviations shall provide the supporting data well in advance and obtain the approval prior to utilizing the proposed deviation in his design.

Turning Iones at the intersections and bicycle Iones may require Right-of-way and improvement widths greater than those shown on the graphic design standards.

Design loading for box culverts and bridges on all roadways shall be AASHTO H-20.

Vertical clearance on all roadways shall be 16 feet minimum.

Sight distance on all curvilinear roods shall be per Table 3-1 . 2 GRADES
2-1 LONGITUDINAL GRADE:

All streets and roadways shall hove minimum grade of 0.40% on straight reach. On curved alignment, minimum grade of 0.40% is required on outer radius of the curve. This will entail steeper grades along centerline of the roadway. 2-2 Minimum grade of cross-gutter and spandrel flow line shall be 0.50%. This grade will be required on centerline of the street parallel to the cross-gutter. Cross fall of the pavement shall not be adjusted to accomplish the required grade of the flow line.
2-3 Minimum grade across "Knuckle" is 0.40% along outer curb. This will require steeper grades along centerl ine and inner curb line.
2-4 Minimum grade on flow line of a cul-de-sac shall be 0.40%. Adjust the centerl ine grade such that cross-f ranges between 1.60% minimum and 3.6% maximum.
all
2-5 TRANSVERSE GRADE:

More commonly known as cross fall shall be not less than 1.60%. Preferable value of the cross fall is 2.00%. It shall not be more than 3.60% unless approval of higher value is granted by the Publ ic Works Director. 2-6 GRADE BREAKS:

Grode breaks on all streets and roadways shall be limited to 0.50% maximum. Where grade differential is greater than

0.50% vertical curve shall be required per Toble-3 of Section 3-4. A maximum of 1.00% grade break is allowed on curb returns before a vertical curve is required. For the ease of plan checking show your grade break points on profile. Also, show tangent grades in parentheses when actual finish surface profile is a vertical curve. Grode breaks must not be closer together than the length of vertical curve for grade changes of 1.00%.

CITY OF SANTA PAULA- PUBLIC WORKS DEPARTMENT STANDARD PLAN ROAD DESIGN STANDARDS 426
APPROVED BY:

Z--2-t/9
DATE SHEET _1_ OF _.1_ 245
3 GEOMETRIC DESIGN STADARDS
3-1 HORIZONTAL CURVES:

Minimum horizontal curve design criteria for streets and roadways within the City jurisdiction shall be as summarized as follows in Tobie 3-1.

TABLE 3-1 MINIMUM HORIZONTAL CURVE DESIGN CRITERIA
DESIGN CRITERIA RES. COMMERC/ LOCAL/SEC. PRIMARY

STREETS INDUSTRIAL ARTERIAL ARTERIAL
Design Speed (m.p.h.) 30 35 45 55
Minimum Centerline radius (feet) 200 300 850 1 '150
Min. horizontal sight distance (ft.) 200 250 370 510
Min. reverse curve tangent (feet) 100 200 300 500
Minumun approach tangent at
intersections (feet) 100 200 300 500
3-2 MINIMUM CURB RETURN AND PROPERTY LINE RADII:

Minimum curb return and property line radii shall be as follows:

TABLE 3-2 MINIMUM RADII AT INTERSECTIONS
Type of Intersection Curb Return Property Line
Residential to Residential 25' 12'
Residential to Commercial/Industrial 30' 17'
Comm/lndustriol to Comm/lndustriol 30' 17'
Comm/lndustriol to Local Collector 30' 15'
Comm/lndustriol to Primary Arterial 35' 20'
Local Collector to Local Collector 35' 20'
Local Collector to Primary Arterial 40' 25'
Primary Arterial to Primary Arterial' 40' 25'
3-3 ROAD WIDTH TRANSITION TAPERS:

Wlhen constructing o roadway that will directly connect with on existing roadway of less width, it is necessary to install o transition toper between the two. The length of toper depends upon the offset difference between the outside traveled edge of the two sections and the speed limit or design speed as shown in the toper formula below. These values ore not to be used in the design of speed change or left turn storage Iones.

L = S X W .... for speed ? 40 m.p.h.; and L = w 52 I 60 .... for speed -40 m.p.h.

Wlhere, L = Length of toper (100' Minimum); W = Width of offset (feet) S = Numerical value of posted speed limit or 85th%ile speed. 3-4 VERTICAL CURVES:

Minimum vertical curve design criteria for streets and roadways within the City jurisdiction ore based on Coltron's design formulas. The adopted stopping sight distances for various speeds ore as given below. The minimum length of vertical curves to maintain required sight distances and smooth riding characteristics ore as given in Tobie 3-3.

TABLE 3-3 MINIMUM VERTICAL CURVE DESIGN CRITERIA
A = Algebraic difference in grades. For values of "A" between tabulated values, use next higher value to derive required vertical curve length.
- CITY OF SANTA PAULA- PUBLIC WORKS DEPARTMENT STANDARD PLAN <?l<ofESSiOtv. G '1( <t: 0~0 . ,<'- «:: f:::J {< /-1--$-~ & :: ~~I) ROAD DESIGN STANDARDS 426 ~ CJ No. 46.395 -< Sri EXP. 3/31/09 * *
J'~l'(' C lVII. r::J"*·"<' ~//2~L APPROVED BY:
2-2-t:J9 or ct>.'-'~
- PUB~ ~RKS DIRECTOR I ClfV'ENGIN~ DATE SHEET _1._ OF __i_ , 246
B = Length of vertical curve at bulb end of cul-de-sac.

DESIGN SPEED 25 m .p.h. 30 m.p.h. 35 m .p.h. 40 m.p.h. 45 m.p.h.

Stopping Sight Dist. 160 feet 200 feet 250 feet 310 feet 370 feet

A B SAG CREST SAG CREST SAG CREST SAG CREST SAG CREST
ffi 0.50 0 0 0 0 0 0 0 0 0 0 0
n 0.50 10 10 10 10 10 10 10 10 10 10 20
1 10 10 10 20 20 20 20 20 20 20 30

1.50 10 20 20 20 20 30 30 30 30 40 40
2 10 20 20 30 30 40 40 40 40 60 80
3 20 30 30 40 40 80 50 130 160 180 280
4 20 80 30 130 70 190 170 250 270 320 400
5 30 130 60 180 130 250 230 330 350 410 500
6 30 160 100 220 170 300 270 390 420 490 600
7 40 190 120 260 210 350 320 460 490 560 700
8 40 220 150 300 230 400 360 520 550 650 800
9 50 240 180 330 260 450 410 580 620 730 900
10 50 270 200 370 290 500 450 650 690 810 1,000
11 60 300 220 400 320 550 500 720 760 890 1,100
12 60 320 240 440 350 600 550 780 830 970 1,200
4 INTERSECTION:

All at-grade intersections provide linkage between two or more streets. Design considerations should be such that intersections provide smooth riding characteristics and ample unobstructed sight distances. Minimize the use of cross-gutters, whenever possible. Also, all intersections and certain approach distances withstand greater acceleration and deceleration forces. To help minimize the wear and tear of the pavement, increase the design value of the traffic index (TI) by 0.5 and upgrade structural section. If the intersection is formed by the junction of two or more roadways, then the entire intersection shall be designed for the upgraded Tl of the street with higher Tl. The entire intersection means, full pavement width traversing along main street from the beginning of first curb return to the end of last curb return plus the maximum coverage of the secondary street by extending perpendicular lines from the farthest end of curb returns.

The approach distances shall be those sight distances given in Table-1 and measured beyond the limit of the intersection as defined above. The approaches on main street shall be designed for the Tl = designed Tl for the roadway + 0.50. Similarly the approaches on secondary street shall be designed for Tl = designed Tl for the secondary street + 0.50. This could be accomplished by thickening asphalt concrete and/or base material or any combination thereof.
5 MATERIAL TESTING:

All design for thickness of pavements, including soils testing, and all control testing during construction shall be performed by a Materials Engineer. A Materials Engineer acceptable to the Public Works Director shall be employed and paid by the developer of any land development project and by permittee on job requiring permits. The Materials Engineer, or a consulting Soils Engineer employed by the City, shall be the Materials Engineer on City projects. A materials engineer shall be o Registered Civil Engineer knowledgeable in the field of Soil mechanics and road building materials.
- CITY OF SANTA PAULA- PUBLIC WORKS DEPARTMENT STANDARD PLAN ~~tOfESStol\( G "'( ~ o'i!-o . "'"«:: ~{< /-t-%
ROAD DESIGN STANDARDS !3 ~ <;n *'I) 426 1;:1 u No. 46395 -< \ti EXP. 3/31/09 ~ * * ~ 47_L_ J'~)"c C IV\\.. o<i:-*~ APPROVED BY:
or c~>.\..1~ 2-2-~9 --=- PUBLI<;A'\I~KS DIRECTOR I CITY EN~INEER/ DATE SHEET 3 OF 4 - - /' / 247
6 TEST METHODS AND REPORTS:

Materials shall be tested in accordance with "City Standard Specifications," as well as those supplementary test methods required by the Public Works Director. Appropriate number of soils tests shall be mode, as required, prior to pavement design. Tests for pavement design shall not be done until rough grading has been completed to within one foot of final finish surface grade, nor until it is assured that the soils sampled are representative of those at the final grade.

Sufficient number of tests shall be made during construction to assure that the quality of construction and component materials is equal to that required by the specifications. These test requirements include, but not limited to, fill densities and bearing capacities, subgrade and base quality, gradation and compaction. When treated soil or aggregate base is used, a quality control plan must be submitted and approved by the City.

CITY OF SANTA PAULA- PUBLIC WORKS DEPARTMENT STANDARD PLAN ROAD DESIGN STANDARDS 426
APPROVED BY:

DATE SHEET_1_ OF _i_ 248
CASE I
12'' MIN.
(300)

WITHOUT BASE
~
TRENCH WIDTH + 24" (600) MIN.
13 1 (3oo)
EXIST. BASE
I
1- TRENCH WIDTH -1

STRANDARD AC PATCH
~
TRENCH WIDTH + 48" (1200) MIN.

CASE II

WITHOUT BASE
1-------------~1----------------1 EXIST. AC PVMT
T + 1'' (25) t _ --v--r---r-7--r-::r-7'"'""'7'"""""7""--r-7""""7'"""':l.......-r-'7'ho-~~.......-::4",...-Mr-IN.'7'"""""7""--r-7'""""7'"""':l.......-r-rl-~ l ~r>· 12" MIN. 12'' MIN. 12'' MIN. EXIST. BASE
: ; ( 300) ( 300)
j ', l 3~ TRENCH BACKFILL SLURRY
ij~ ~-· ~ .-., IN BACKFILL ZONE
1~ TRENCH WIDTH ·l'( WIT~~0~ ~ASE
(300) (300)
CASE I

WITHOUT BASE

STRANDARD AC PATCH
NOTE:

IN ALL CASE, NEW ASPHALT 1" (25) THICKER THAN EXISTING AC PAVEMENT. NEW ASPHALT, MINIMUM 4" (100) THICK, TO BE INSTALLED IN TWO LIFTS: MIN. 1.5" (38) THICK FINISH COURSE OVER 2.5" (62) THICK BASE COURSE.

CITY OF SANTA PAULA- PUBLIC WORKS DEPARTMENT STANDARD PLAN ASPHALT CONCRETE PAVEMENT RESURFACING 427
APPROVED BY:
2-Z-t!J
SHEET 1 OF 3 DATE - - 249

MAXIMUM ALLOWABLE POP OUTS AND
TRANSITIONS = ONE PER 100 L.F. OF

TRENCH - (COMPUTED SEPARATELY

FOR MAIN LINE TRENCH AND
LATERALS), UNLESS APPROVEd
OTHERWISE BY PUBLIC WORKS DIR.

I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I

I POP OUT ON MAIN

I LINE TRENCH (TYP)
I 90' ANGLES (TYP)
I
I
I

I TRENCH WIDTH
I TRANSITION (TYP) wl I z
I
I POP OUT ON ~I LATERAL TR. 0:::

I al I
I
(/-- -------- --------=P
(
I
I

I UNIFORM WIDTH AND
PARALLEL EDGES REQ.

TYPICAL TRENCH AROUND
SUBSTRUCTURE (M.H. ETC)
USE 1.5" (38) TH . AC OVER

STRUCTURE EXCEPT FRAME

AND COVER
I
I
I
B. STRAIGHT ALIGNMENT

CITY OF SANTA PAULA- PUBLIC WORKS DEPARTMENT STANDARD PLAN ASPHALT CONCRETE PAVEMENT RESURFACING 427
APPROVED BY:

DATE SHEET___g_ OF .l_ 250
GENERAL NOTES:

1. All pavement removal shall be mode to straight line saw cuts a minimum depth of 1.5 inches (38). All pavement removal shall hove a uniform width and parallel edges. The existing pavement shall be removed to cut lines or as directed by the engineer.

2. During excavation and subgrode preparation, the contractor shall toke oil necessary steps to ensure the protection of oil improvements, whether public or private, including other utilities and their services, from any damage that could occur due to contractor's operation.

3. Standard oc patch os shown on sheet no.1 is applicable to Minor streets. It may be case I or case ll depending upon the existing pavement section.

4. Cold planed oc patch os shown on sheet no.1 is applicable to arterial and collector street. Cement-sand slurry backfill (except in the pipe zone) is required. The public works director may waive the requirements for cold planed oc patching and slurry backfill for excavations located outside the traveled way.

5. Temporary pavement resurfacing shall be placed at the contractor's expense. Immediately after backfilling, unless otherwise specified by the engineer. It shall be placed level with the existing pavement on compacted trench backfill and shall be minimum of 2 inches (50) thick.

6. Permanent pavement resurfacing shall be of hot asphalt concrete mix and installed within two (2) weeks otter backfilling of trenches has been completed, and only after settlement has token place and fill surface has sufficiently dried. All cuts shall be clean and straight.

7. Contact surfaces of existing pavement. Manhole frames and shafts and concrete surfaces shall be given a tack coot before permanent asphalt trench resurfacing is applied.

8. New asphalt resurfacing shall be minimum 4 inches (1 00) thick and installed in two lifts. Base course, type ill B2-AR4000, shall be minimum of 2.5 inches (62) thick. Finish course, type m C2-AR4000, shall be minimum of 1.5 inches (38) thick.

9. Minimum depth of cold plane along trench is 1.5 inches (38). It shall be filled with finish course asphalt. The contact edges shall then be sealed with emulsified asphaltic oil.

10. The total numbers of main line pop outs and main line transitions shall not exceed one per 100 lineal feet of main line.

The total number of !otero! popouts and lateral width transitions shall not exceed one per 100 lineal feet of !otero!.

Popouts or width transitions ot substructures ore excluded from the above limitations

11. Encroachment excavations within the traffic Iones of any paved street. Which excavation exceeds 250 feet in length measured parallel to the center line of the street. Sholl be paved using o self-propelled mechanical spreading and finishing machine for placement of the top Ioyer of asphalt concrete paving material.

12. All requirements of trench resurfacing material, construction methods and public convenience and safety shell conform to the applicable sections of the "green book" standard specifications for public works construction - latest edition, unless approved otherwise by the public works director.

CITY OF SANTA PAULA- PUBLIC WORKS DEPARTMENT STANDARD PLAN ASPHALT CONCRETE PAVEMENT RESURFACING 427
APPROVED BY:

SHEET 3 OF 3 DATE - - 251
To: Honorable Mayor and Members of the City Council Regular From: Dan Singer, City Manager
Subject: REQUEST FOR LICENSE AGREEMENT AMENDMENT WITH LEAP LAB Date: March 4, 2026
Agenda Item: 10.C

CITY OF SANTA PAULA

MEMORANDUM
RECOMMENDATION:

Staff Recommends that the City Council:

1. Authorize the City Manager to enter a First Amended and Restated License Agreement with Leap Lab: Ventura County Science Center for use of the Union Oil Building.

Presented By: Dan Singer, City Manager
BACKGROUND:

In an unprecedented and unexpected move on November 16, 2022, Chevron offered to donate the Union Oil Building property to the City. This donation includes the main building, the rig building, and the adjacent parking lot. Additionally, Chevron committed to providing a $2-million grant to cover deferred maintenance costs and, for a nominal fee, offered numerous pieces of memorabilia and artifacts. On October 18, 2023, the City Council authorized the City Manager to execute a Transfer Agreement to formally acquire the Union Oil Building property.

As the transfer process began, the City Council formed an Ad-Hoc Committee to collaborate with staff in creating a Request for Proposals (RFP) to identify potential users for the building.

To ensure community input, three public workshops were held to gather feedback on the building’s future use.

The RFP process resulted in five proposals. Following a thorough review, the Ad-Hoc Committee and staff presented a recommendation to the City Council during the October 15, 2024 Study Session to proceed with three of the proposed organizations and enter into license agreements with them.

Staff returned to Council on June 4, 2025, with draft license agreements for Leap Lab and the Santa Paula Historical Society, however the third proposal from the California Oil Foundation was revoked when the organization choose to dissolve. Council provided feedback and requested some additional language be added to each agreement and final agreements were approved by Council on August 6, 2025 with the Santa Paula Historical Society and Leap Lab.

ANALYSIS:
252
On December 10, 2025, Leap Lab sent a letter to the City requesting changes to the license agreement as well as a six-month extension of time in which to begin lease payments. The reason Leap Lab requested the amendments was primarily because the building was not yet ready for tenant occupancy and additional time was needed to prepare the space for its intended use as a science and discovery center. Leap Lab's request was amended on January 27, 2026 at which time discussions with staff followed. The requested amendments were also reviewed by Councilmembers Chavez and Cornejo who offered suggestions on the terms. A redlined copy of the proposed First Amended and Restated License Agreement ("Amended Agreement") is attached as Exhibit A.

At this time, Council is asked to consider the following amendments to the existing license agreement requested by Leap Lab:

1. Fees: The existing agreement requires payments to begin March 1, 2026. The Amended Agreement defers payments until six months from the time the ground floor is completely clear of materials and ready for Leap Lab's occupancy and intended use.

Until then, Licensee would pay on a pro-rata basis for areas of its licensed space (Rig Room and ground floor) that it occupies and actively uses for its programs.

2. Utilities:

1. The existing agreement requires Leap Lab to pay for all of its utility costs and that of its co-licensee, the Santa Paula Historical Society. The Amended Agreement requires each licensee to pay a percent of the utilities equal to the percent of the total licensed area of the building it licenses from the City, however Leap Lab has agreed to cover the utility costs associated with the area licensed for use by the Santa Paula Historical Society.

2. The Amended Agreement requires City and Leap Lab to review the relative costs of utilities after 6 months of active use. If utility records show that expenses are not proportionate to each licensee's utility use, then the parties must re-negotiate the terms in good faith to reflect the actual percent attributable to each licensee.

Should the City decide to license all of the second floor, the relative utility use would be about a 60% portion for the first floor and a 40% portion for the second floor.

3. New License Areas: The existing agreement gives Leap Lab a right of first refusal to other areas of the building available to license at least 6 months before the end of its initial 5-year term and any renewal term thereafter. Leap Lab requested a right of first refusal any time an area became available. The Amended Agreement instead provides that the City in its sole discretion may notify Leap Lab of additional available areas. If the City gives such notice, it must then negotiate with Leap Lab for 90 days to add the new licensed area to the agreement. If an amendment is not entered within 90 days, the City may then offer the area to others. If, however, the new license area is added to Leap Lab's agreement, the term for such new license area will be adjusted to coincide with the existing 5-year term and subject to the same renewal terms.

4. Exhibit Displays: The Amended Agreement adds the following underlined text to Section 10(e): "The City has a strong interest in preserving and honoring the heritage of the Union Oil Building, a California Historical Landmark and a listed site on the National Register of Historic Places. To that end, Licensee agrees that exhibits and programming presented within the Facility will be presented in a respectful, educational manner that is fair and balanced and utilizes the best available peer-reviewed science. In the event of a concern, the City and Licensee shall meet in good faith to address and resolve the issue collaboratively."
Representatives from Leap Lab will be present to speak to their request and respond to questions the Council may have.
253
STRATEGIC PLAN:

This item furthers the City Council's Strategic Plan in that it will allow the City to preserve a historic resource, attract tourism, and promote the City's standing as a regional leader of the arts, culture, and entertainment reflective of the City's values and history.

FISCAL IMPACTS:

Approving this request delays lease payments for up to six months in the amount of $3,138.00 per month. Revenues associated with the original license agreement, approved on August 6, 2025, were included in the adopted FY 25/26 & FY 26/27 budget. Approving the amendment will result in the reduction of $18,828.

OPTIONS:

The City Council has the following alternative options to staff's recommendation:

1. Do not approve the amendments to the license agreements or approve some, but not all, of the amendments and give staff and the applicant further direction on such license terms, and

2. Reject all recommendations in order to leave the existing agreement in place.

ATTACHMENTS:

EXHIBIT A - First Amend Restated License Agreement Leap Lab Union Oil Bldg.pdf 254

EXHIBIT A
(First Amended Restated License
Agreement – Leap Lab – Union Oil
Building)
255
65283.00801\44705985.5

FIRST AMENDED AND RESTATED FACILITY LICENSE AGREEMENT
1 Agreement No. [_____________________]

FIRST AMENDED AND RESTATED

FACILITY LICENSE AGREEMENT

BETWEEN

THE CITY OF SANTA PAULA
AND LEAP LAB: VENTURA COUNTY SCIENCE CENTER
(Union Oil Building)
THIS FIRST AMENDED AND RESTATED FACILITY LICENSE AGREEMENT (“Agreement”) is entered into this 6th 4th day of AugustMarch, 20252026, by and between the City of Santa Paula, a municipal corporation (“City”) and Leap Lab: Ventura County Science Center, a 501(c)(3) corporation, (“Licensee”). City and Licensee are sometimes individually referred to as “Party” and collectively as “Parties.”

RECITALS
A. WHEREAS, the City owns, operates, and maintains the Union Oil Building located at 1001 E. Main Street, Santa Paula CA 93060 and all appurtenant buildings, structures, grounds, parking areas, and facilities located thereon (“Property”).

B. WHEREAS, on August 6, 2025, the City and Licensee entered a wishes to grant a license to Licensee to enter the Property Facility License Agreement (“Original Agreement”) for the purpose of offering a Science Center to the surrounding community (“Activity”) within the Union Oil Building and Rig Room (“Facility”), which is located on the Property, subject to the City’s oversight and approval as set forth herein.

C. WHEREAS, the Licensee has requested and City has agreed to amend the Original Agreement City desires to make the Facility available to Licensee to conduct the Activity within the Facility in accordance with the terms in this by entering this Agreement.

NOW, THEREFORE, in consideration of the mutual promises contained herein, the Parties agree as follows:

1. Purpose. The purpose of this Agreement is to set forth the common understandings and cooperative relationship between the Parties that relate to the Licensee’s access to the Property and use of the Facility for the Activity.

2. Grant of License.
a. License. Subject to the terms and conditions in this Agreement, City hereby grants to Licensee a revocable, non-exclusive license for the right to enter upon the Property and use the Facility for the Activity (the “License”). The Licensee acknowledges and agrees that this License is granted solely for use of the Facility for the Activity, is subordinate to the City’s rights to use and manage the Property and Facility, and does not confer any possessory or proprietary interest beyond the limited scope herein defined.
256
65283.00801\44705985.5

FIRST AMENDED AND RESTATED FACILITY LICENSE AGREEMENT
2 b. License Area. The License gives Licensee the right to use a total of 6,276 square feet of the Facility, which will include the majority of the first floor, and a portion of the Rig Room, as shown in Exhibit A (“License Area”). Within 12 months of the Effective Date, City will consider expanding the Licensee Area to include any available office space on the second floor, provided Licensee has not committed a material breach that is continuing at the time of negotiations. Licensee acknowledges that the City will enter a concurrent license agreement with The Santa Paula Historical Society, a 501(c)(3) corporation, (“SPHS) for use of Facility areas and that Licensee has entered a separate Memorandum of Understanding (“MOU”) with SPHS outlining the cooperative, shared use of the Facility. With respect to any other Facility licensee, the License Area shall be for Licensee’s exclusive use. Licensee may also use the Facility as described in Section 10.

3. Term; Effective Date. The term of this Agreement and License shall be a 5-year term from September 1, 2025 (“Effective Date”) to July 30, 2030, inclusive, unless earlier terminated or as provided herein (“Initial Term”). The Agreement may be extended beyond the Initial Term for three (3) consecutive five-year terms (each, a “Renewal Term”) upon mutual written agreement of the Parties for a total potential extended term of 20 years.

4. Right of First Refusal.
a. Right Granted. Provided that Licensee has not committed a material breach as defined in Section 6 (Termination), below, that is continuing at the time the rights provided in this Section are exercisable by Licensee, City hereby grants to Licensee a right of first refusal to license the License Area and other areas of the Facility not under a current license agreement (“Right of First Refusal”). Such right shall be exercisable before the start of each additional five-year term described in Section 3 (Term).
b. Licensee Exercise of Right. At least six (6) months before the end of the Initial Term, and each additional five-year term thereafter, if any, City shall give Licensee written notice of the availability of the License Area and other areas of the Facility not under a current license agreement (“New License Area”). Upon notice, the Parties shall have 90 days to negotiate a reasonable fee for the License Area and New License Area, if applicable, for the next five-year term. At or before the end of 90-day negotiation period, City shall extend an offer to Licensee, which Licensee must accept within 15 days in writing. If an amendment to this Agreement reflecting Licensee’s exercise of its Right of First Refusal is not entered before the Agreement terminates, Licensee’s right shall terminate, unless the Parties agree otherwise, and City may license the License Area and New License Area to a third party.
b.c. New License Area. Notwithstanding subsection (b) above, the City in its sole and absolute discretion may notify Licensee that a New License Area is 257
65283.00801\44705985.5

FIRST AMENDED AND RESTATED FACILITY LICENSE AGREEMENT
3 available. If such notice of availability is made to the Licensee, the fees and occupation date for the New License Area shall be negotiated in good faith within 90 days of the City’s notice. If the parties do not enter an amendment to this Agreement that adds the New License Area within the 90-day negotiation period, the City may license the New License Area to a third party. If an amendment is entered, the term for such New License Area will be adjusted to coincide with the existing five-year term and subject to the same renewal terms as above.

5. Licensee Fee; Costs.
a. SPHS MOU. Pursuant to the Memorandum of Understanding between Licensee and the SPHS, a 501 (c) (3) corporation, attached hereto as Exhibit B (“SPHS MOU”), Licensee will pay City a portion of SPHS’s license fee and utility costs for 477 square feet of the Facility, necessary to perform SPHS’s “Activity” defined in its license agreement with the City, attached hereto as Exhibit C (“SPHS License”).
b. Amount. Licensee shall pay City a monthly fee of $3,376.50 on behalf of itself and SPHS (“Full License Fee”), payable on the first day of each month as set forth , calculated as shown in subparagraphs (1) and (2) below. Monthly payment will commence February 1, 2026, i.e. six (6) months after the Effective Date of the Agreement.
(1) For Licensee: 6,276 square feet at $.50 per square foot for a total of $3,138.00 per month (“Leap Lab License Fee”) once the License Area is fully occupied according to the terms of this subparagraph (1). This includes 511 square feet in the Rig Room and 5765 square feet in the first floor of the main building. Monthly payment for the Rig Room and first floor will commence six (6) months from the date when the first floor is completely clear of materials and ready for occupancy. In the event Licensee occupies portions of the Rig Room or the first floor for the Activity prior to when the entire first floor is ready for occupancy, Licensee shall pay for such occupied portions on a pro-rata basis. Licensee will pay these pro-rated fees to the City prior to occupancy and every first of the month thereafter.
(2) For SPHS: 477 square feet of the second floor at $.50 per square foot (per the SPHS MOU) for a total of $238.50 per month. Monthly payment will commence FebruaryMarch 1, 2026., i.e. six (6) months after the Effective Date of the Agreement
c. Utilities Arrangement.
(1) Account Holder. The Licensee will be the account holder for the Facility utilities. These utilities include water, gas, trash, electrical and internet. 258
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4 (2) Pro-Rata Allocation. Licensee, SPHS, and any future licensee(s) will pay a percent of utilities equal to the percent of the total licensed area of the Facility it occupies. By way of illustration, if Licensee A uses 2,000 square feet of the total 8,000 square feet of a building, Licensee A will pay 25% of utilities.
(1) Licensee shall pay for all utility costs except as otherwise stated herein. (2)(3) SPHS. Pursuant to the SPHS MOU, Licensee shall be responsible for 100% of SPHS’s utility costs, including but not limited to water, gas, trash, electrical, and internet.
(4) City. If the city decides to use the facility for municipal functions, then the city agrees to pro-rate all operational costs for the duration of use. (3)(5) Expense Review. City and Licensee will review utilities expenses six (6) months after Licensee’s active use of the Facility. “Active use” means Licensee has occupied the entire Licensed Area and has opened the Facility to the public for the Activity. At the time of the six-month review, in the event expenses are not proportionate to each Facility licensee’s utility use as shown in utility records and other credible evidence, then City and Licensee will negotiate in good faith to reflect the actual percent attributable to each Facility licensee. To make warranted adjustments to other licensee’s share, the City agrees to renegotiate in good faith the terms of utility expenses in other existing license agreements and Licensee shall re-negotiate the same in existing MOUs. In general, the percent of total utility costs attributable to first floor licensees will be 60% and total utility costs attributable to the second floor licensees will be 40%.
d. Operational & Other Cost Arrangements.
(1) Licensee. Leap Lab will pay for the following:
(a) Costs of operating the Rig Room and the first floor of the main building, including admissions.
(b) Custodial services for the Rig Room and the first floor and second floor offices with the storage space being used by SPHS. (2) City. The fire alarm and other alarm systems in the Rig Room and main building will be the responsibility of City to maintain. Landscaping in the courtyard will be managed by City.
e. Late Payment. It is the Licensee’s responsibility to ensure the payment obligations in this Agreement are met. Failure to meet the obligations will constitute a material breach of this Agreement by Licensee. If payments are late, 259
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5 the Licensee must pay an additional 5% fee. After 90 days, this License may be terminated. Payments are due by the 1st of each month with a five (5) day grace period.

6. Termination.
a. City, through its City Manager or his or her designee, may terminate this Agreement in the event of Licensee’s material breach of this Agreement.

Material breach of this Agreement is limited to failure to comply with payment obligations after 90 days, unauthorized alterations to the historical properties of the Facility, making copies of the Facility’s keys or changing its locks without City permission, or unsafe use of the Facility as determined by the Americans with Disabilities Act (ADA) and public safety codes. The Agreement may also be terminated if the Licensee fails to perform its duties as a mission-driven 501c(3) non-profit organization in service to the public. The City understands that the Licensee’s operations as a science center includes significant investment in the fabrication of exhibits, installation of the Makerspace and display of fragile artifacts. The dismantling and removal of all Licensee assets will require significant time and costs, therefore upon termination, the Licensee will have 180 days to vacate the Property and return it to the condition in which it was received.

The Licensee will not be obligated to make payments during this time. b. Licensee may terminate this Agreement without cause upon providing written notice to City no less than thirty (30) days prior to the effective date of termination, provided all obligations under this Agreement, including restoration and payment, are fully satisfied prior to such termination.

7. Release of Liability. All Licensee members, invitees, visitors, and guests (collectively, “Visitors”) shall sign a City-provided release of liability form prior to participation in the Maker Space activities, day camps, overnight events, and any on-site activities with a reasonably foreseeable risk of physical harm. City agrees to provide all said forms to the Licensee upon request. Licensee shall maintain a record of all signed forms for seven years and provide copies to City upon request within two (2) business days. To satisfy the requirements of this Section, Licensee may digitize the unsigned forms, and have them completed by Visitors and stored on a digital platform that the Licensee and City can access. Each digitized signed form will be stored for seven years.

8. Equipment; Exhibits. Licensee shall provide City with a list of equipment and exhibit items owned by the Licensee that the Licensee is storing, or intends to store, at the Facility.

Licensee shall provide this list to City and update it yearly no later than July 1. City assumes no responsibility or liability for the equipment, exhibit items, or any other personal property (together, “Personal Property”), brought to the Facility by the Licensee or Licensee’s invitees, whether or not included on the list, unless damage or loss to Personal Property is due to the sole negligence or willful misconduct of the City. Moving exhibit items without Licensee’s consent or support from professional services that package and transport antiquities and fragile items will be considered “negligence” or “willful 260
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6 misconduct” by the City.

9. Keys to Facility. City will issue Licensee up to four (4) sets of keys to the Facility that will be monitored by the Licensee’s Board President. Licensee shall return the keys to the City upon termination or expiration of the term of this Agreement. Licensee shall not make any copies of the keys or change any locks to the Facility without the prior written permission of City.

10. Facility Use.
a. Time of Use. Licensee and its invitees may access and use the Facility as needed.

Before Licensee opens the Facility to the public, Licensee will provide City with its regular hours of operation and will promptly notify City of any change to said hours. Outside of its regular hours of operation, Licensee may use the Facility for science center operations, including student use of the Makerspace, evening exhibit openings, lecture events, as well as educational programs, including family overnight sleepovers.
b. City Use. City reserves the right to access the Facility to conduct maintenance, repairs or inspections as needed. Unless there is an emergency or when deemed necessary for public safety, the city will schedule access as not to disrupt the operations of the Licensee.
c. Common Use Areas; Reservations. Licensee shall have access to Facility restrooms and common areas, subject to City’s prior approval and any restrictions imposed by the City to maintain such areas. Common areas, including but not limited to the 2nd floor conference room and the courtyard, may be used by Licensee by submitting a reservation request through the Parks & Recreation Department. All requests shall be provided at least one week in advance, and approval is subject to availability and City discretion. d. Licensee Disagreements. City shall be the final arbitrator of any disagreements between Licensee and any other licensee regarding the use of the Facility or Property, including without limitation, uses with respect to common areas, the Rig Room, exhibits, or language used within exhibits. City’s decisions will be binding on Licensee.
e. Exhibit Displays. The City has a strong interest in preserving and honoring the heritage of the Union Oil Building, a California Historical Landmark and a listed site on the National Register of Historic Places. To that end, Licensee agrees that exhibits and programming presented within the Facility will be presented in a respectful, educational manner that is fair and balanced and utilizes the best available peer-reviewed science. In the event of a concern, the City and Licensee shall meet in good faith to address and resolve the issue collaboratively.

11. Property Improvements. The Licensee shall make no improvements, alterations, or 261
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7 repairs to the Facility or Property without prior written consent from the City, which may be withheld in the City’s sole discretion. This prohibition includes, but is not limited to, painting walls, replacing carpet, removing or altering any existing memorabilia, artifacts, or City-owned property, or installing fixtures or equipment that affect the structural integrity or aesthetic of the Facility. Licensee shall submit detailed plans and specifications for any proposed improvements to the Parks & Recreation Department Director for review at least sixty (60) days prior to the intended start date, and any approved work shall be performed by licensed contractors at Licensee’s sole expense, with proof of permits and compliance with all applicable laws provided to the City prior to commencement. Prior to the Effective Date of this Agreement, the Licensee and City will prepare a list of agreed upon alterations, modifications, artifacts, exhibits and memorabilia to be removed, painting requests, changes to flooring, or any other proposed changes.

12. Maintenance. Licensee shall maintain the Facility and the area immediately surrounding the Facility free of litter, trash and other debris. Licensee shall cooperate with City staff as requested and shall conduct the Activity in a safe, sane and reasonable manner so as not to cause injury to persons or property. Licensee shall promptly report any damage, hazards, or maintenance issues to City within 24 hours of discovery.

13. Restoration. Upon termination or expiration of the term of this Agreement, Licensee shall, at its sole cost and expense, promptly, safely, and carefully remove all Personal Property and any debris and trash from the Facility and restore the Facility to its original condition in which the Facility existed immediately prior to the Effective Date of this Agreement.

Prior to the Effective Date, City and Licensee shall conduct a walk-through of the Facility to document the Facility’s condition with video and photographs. If Licensee fails to commence performing the work required by this Section within ninety (90) calendar days following expiration or the earlier termination of this Agreement, or if Licensee fails to diligently perform all work required by this Section to its completion, then City shall have the right to perform such work without risk, exposure, or liability and without further notice to Licensee for all Personal Property except exhibit items. Exhibit items, such as dinosaur skeletons or other fossils, natural history items or historical artifacts, must be removed by a professional mover of antiquities, at the expense of the Licensee. In such event, Licensee shall reimburse City for all costs and expenses reasonably incurred by City in performing such work, within thirty (30) calendar days of written notice. Upon receipt of payment, City shall return any personal property and other equipment removed by City pursuant to this Section. The provisions of this Section shall survive the expiration or earlier termination of this Agreement. Any Personal Property left at the Facility shall be deemed abandoned if Licensee does not claim the property and pay within thirty (30) calendar days of written notice any: (i) outstanding restoration costs; (ii) storage fees; and (iii) other reasonable costs paid by City. In addition to the remedies contained in this Section, City may avail itself of all other rights and remedies under any applicable law, including, but not limited to disposal of abandoned property pursuant to California Civil Code Section 2080.6.

14. No Real Property Interest. It is expressly understood that this Agreement does not in any way whatsoever grant or convey any permanent easement, lease, fee or other interest in the 262
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8 Facility or Property to Licensee.

15. Liens. Licensee shall not permit to be placed against the Property, or any part thereof, any design professionals’, mechanics’, materialmen’s, contractors’ or subcontractors’ liens with regard to Licensee’s actions upon the Property. Licensee agrees to hold City harmless for any loss or expense, including reasonable attorneys’ fees and costs, arising from any such liens which might be filed against the Property.

16. Indemnification.
a. To the fullest extent permitted by law, each Party shall (1) immediately defend; (2) indemnify; and (3) hold the other Party harmless, including its directors, officers, employees, agents, volunteers, invitees, guests, or visitors, and representatives (the “Indemnified Party”) from and against all liabilities regardless of nature, type, or cause, arising out of or resulting from or in connection with: (i) this Agreement; (ii) the License; (iii) use of the Property and Facility; (iv) state of repair of the Facility; or (v) presence of the other Party’s personal property, including but not limited to any acts or omissions of the indemnifying Party. Liabilities subject to the duties to defend and indemnify include, without limitation, all claims, losses, damages, penalties, fines, and judgments; associated investigation and administrative expenses; defense costs, including but not limited to reasonable attorneys’ fees; court costs; and costs of alternative dispute resolution except such loss or damage caused by the sole negligence or willful misconduct of the Indemnified Party. Each Party’s obligation to indemnify the other applies unless it is adjudicated that any of the liabilities covered by this Section are the result of the sole active negligence or sole willful misconduct of the Indemnified Party. If it is finally adjudicated that liability is caused by the comparative active negligence or willful misconduct of the Indemnified Party, then a Party’s indemnification obligation shall be reduced in proportion to the established comparative liability. b. The duty to defend is a separate and distinct obligation from a Party’s duty to indemnify. A Party shall be obligated to defend the other Party, in all legal, equitable, administrative, or special proceedings immediately upon tender to of the claim in any form or at any stage of an action or proceeding, whether or not liability is established. An allegation or determination of negligence or willful misconduct by the Indemnified Party shall not relieve the indemnifying Party from its separate and distinct obligation to defend the Indemnified Party. The obligation to defend extends through final judgment, including exhaustion of any appeals. The defense obligation includes the obligation to provide independent defense counsel if the indemnifying Party asserts that liability is caused in whole or in part by the negligence or willful misconduct of the Indemnified Party. If it is finally adjudicated that liability was caused by the comparative active negligence or willful misconduct of the Indemnified Party, the indemnifying Party shall submit a claim to the Indemnified Party for reimbursement of reasonable attorneys’ fees and defense costs in proportion to the established comparative liability of the Indemnified Party. c. This Section shall survive the termination or expiration of this Agreement.

The provisions of this Section shall not be restricted by and do not affect the provisions of 263
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9 this Agreement relating to insurance.

17. Insurance. Licensee shall obtain and maintain during the term of the License insurance coverages as specified by the City, by a company satisfactory to the Risk Manager, unless the Risk Manager waives, in writing, the requirement that Licensee obtain and maintain such insurance coverages. At a minimum, Licensee shall procure and maintain: (i) Commercial General Liability insurance with limits of not less than $1,000,000 per occurrence and $2,000,000 in the aggregate, naming the City as an additional insured; (ii) Property insurance covering Licensee’s personal property at the Facility; and (iii) Workers’ Compensation insurance as required by California law, if applicable. Licensee shall provide certificates of insurance and endorsements to the City prior to the Effective Date of this Agreement and annually thereafter by July 1st of each year, or upon request by the City. Failure to maintain required insurance shall constitute a material breach of this Agreement, authorizing immediate termination by the City. Licensee shall, within a reasonable time, provide City with evidence of its compliance with these insurance requirements upon City’s request.

18. Assumption of Risk and Waiver. Except as expressly stated in Sections 8 and 16 or otherwise and to the maximum extent allowed by law, Licensee assumes any and all risk of loss, damage or injury of any kind to any person or property, including without limitation, any loss, damage or injury to personal property or Personnel, or any loss damage or injury to any other property of, or under the control or custody of, Licensee, which is on or near the Property. Licensee’s assumption of risk shall include, without limitation, loss or damage caused by defects in any structure or improvement on the Property or any accident, fire or other casualty on the Property. Licensee, on behalf of itself and its Personnel as a material part of the consideration for this Agreement, hereby waives all claims and demands against City for any such loss, damage or injury of Licensee and/or its Personnel. In that connection, Licensee waives the benefit of California Civil Code section 1542, which provides as follows:

A general release does not extend to claims that the creditor or releasing party does not know or suspect to exist in his or her favor at the time of executing the release and that, if known by him or her, would have materially affected his or her settlement with the debtor or released party.
_____________________

INITIALS OF LICENSEE
The provisions of this Section shall survive the termination or expiration of this Agreement.

As used in this Section, “Personnel” means the Licensee, its officers, directors, affiliates, members, invitees (except Visitors as defined in Section 7), volunteers, or anyone directly or indirectly employed or contracted by Licensee or for whose acts for the Licensee is liable.

19. Notices. Any notices, requests or approvals given under this Agreement from one party to 264
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10 another shall be in writing and shall be personally delivered or deposited with the United States Postal Service for mailing, postage prepaid, by certified mail, return receipt requested to the addresses of the other party as stated in this Section, and shall be deemed to have been received at the time of personal delivery or three (3) days after the date of deposit for mailing. Notices shall be sent to:

If to City: Parks & Recreation Director
City of Santa Paula
P.O. Box 569
Santa Paula, CA 93061
If to Licensee: Executive Director
Leap Lab: Ventura County Science Center
1001 E. Main St.

Santa Paula, CA 93061
Any Party may at any time, by notice to the other Party, change the designation or address of the person specified to receive notice on its behalf.

20. Successors and Assigns. All the covenants and provisions of this Agreement shall be binding upon and inure to the benefit of successors, legal representatives and assigns of City and Licensee to the same extent and effect as the same are binding upon and inure to the benefit of the Parties hereto, provided that Licensee’s rights hereunder shall not be assigned or transferred except as expressly permitted in Section 20 of this Agreement.

21. Assignment. This Agreement is personal to the Licensee. Licensee shall not assign or transfer (whether voluntary or involuntary) this Agreement in whole or in part, or permit any other person or entity to use the rights or privileges hereby conveyed, without the prior written consent of City, which may be withheld in City’s sole and absolute discretion. Any attempted act in violation of this section shall be void and without effect and give City the right to immediately terminate this Agreement.

22. Amendments and Modification. This Agreement may be amended, modified or supplemented only by a written Agreement signed by all of the Parties hereto.

23. Governing Law. This Agreement shall be governed by the laws of the State of California.

24. Venue. Any legal action brought under this Agreement shall be instituted in the Superior Court of Ventura County, State of California, in an appropriate court in that county, or in the Federal District Court in the Central District of California.

25. Attorneys’ Fees. In the event of a dispute between the Parties with respect to the terms and conditions of this Agreement, the prevailing Party shall be entitled to collect from the other its reasonable attorneys’ fees as established by the judge or arbitrator presiding over such dispute.
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11 26. Severability. If any term, covenant, condition or provision of this Agreement, or the application thereof to any person or circumstance, shall to any extent be held by a court of competent jurisdiction to be invalid, void or unenforceable, the remainder of the terms, covenants, conditions, or provisions of this Agreement, or the application thereof to any person or circumstance, shall remain in full force and effect and shall in no way be affected, impaired or invalidated thereby.

27. Counterparts. This Agreement may be executed in separate counterparts, each of which shall be deemed an original and all of which, when taken together, shall constitute one and the same Agreement.

28. Authority to Enter Agreement. Each of the persons executing this Agreement on behalf of a Party hereto warrants that: (i) such party is duly organized and existing; (ii) the signer is duly authorized to execute and deliver the Agreement on behalf of said party; (iii) by so executing this Agreement, such party is formally bound; and (iv) there is no litigation or legal proceeding that would prevent said party from entering into this Agreement.

29. Entire Agreement. This Agreement and the exhibits referenced or attached hereto constitute the entire agreement between the parties with respect to the subject matter hereof and shall supersede all prior agreements, understandings and negotiations, both written and oral, between the Parties with respect to the subject matter hereof. This Agreement is not intended to confer upon any person other than the Parties hereto any rights and remedies hereunder.

30. Force Majeure. Other than for Licensee’s obligations under this License Agreement that can be performed by the payment of money and, whenever a period of time is herein prescribed for action to be taken by either Party hereto, such Party shall not be liable or responsible for, and there shall be excluded from the computation of any such period of time, any delays due to strikes, riots, acts of God, shortage of labor or materials, pandemics, epidemics, war, acts of terrorism, governmental laws, regulations or restrictions, or any other causes of any kind whatsoever which are beyond the control of such Party.

31. Captions. The captions used herein are inserted only as a matter of convenience and for reference and in no way define, limit or describe the scope or the intent of any section hereof.

32. Waiver. No provision, requirement, default or breach of this Agreement shall be deemed waived by either Party except in writing.

33. Facsimile or Electronic Signatures. Signatures delivered by facsimile or electronically shall be binding as originals upon the Party so signing and delivering.

34. No Partnership. Nothing contained in this Agreement will be construed to create a partnership or joint venture between the Parties or their successors in interest or permitted assigns.
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12 35. Drafting. Each Party has participated in the preparation of this Agreement and has had the opportunity to consult with legal counsel and any other advisors of its choice to its satisfaction regarding the terms and conditions of this Agreement. As a result, the rule of construction that an agreement be construed against the drafter will not be asserted or applied to this Agreement.
[SIGNATURES ON FOLLOWING PAGE]
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13 SIGNATURE PAGE TO FIRST AMENDED AND RESTATED FACILITY LICENSE

AGREEMENT
IN WITNESS WHEREOF, the Parties have executed this Agreement which shall be effective as of the day and year first written above.

CITY OF SANTA PAULA LEAP LAB – VENTURA COUNTY SCIENCE
CENTER
Dan Singer, City Manager Board President
APPROVED AS TO FORM: _________________________________________ Board Member
Monica Castillo, City Attorney
ATTESTED BY:
________________________________________
Julie Latshaw, City Clerk
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14 EXHIBIT A

LICENSE AREA
[attached behind]
269
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15 EXHIBIT B

SPHS MOU
[attached behind]
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16 EXHIBIT C

SPHS LICENSE
[attached behind]
271
To: Honorable Mayor and Members of the City Council Regular From: Lorena Alvarez, Human Resources Administrator
Subject: CITY OF SANTA PAULA VACANCIES REPORT PURSUANT TO ASSEMBLY BILL (AB) 2561
Date: March 4, 2026
Agenda Item: 10.D

CITY OF SANTA PAULA

MEMORANDUM
RECOMMENDATION:

It is recommended that the City Council:
(1) Hold a public hearing on and receive and file the City’s Annual Position Vacancy Report in compliance with Assembly Bill (AB) 2561. (Gov. Code § 3502.3.) Presented By: Lorena Alvarez, Human Resources Administrator BACKGROUND:

California State Assembly Bill (AB) 2561 was introduced to address the issue of job vacancies in local government, which can adversely affect the delivery of public services and employee workload. The bill was enacted into law, effective January 1, 2025, and is codified as Government Code section 3502.2. Among other requirements, the bill obligates public agencies, including the City, to hold at least one (1) public hearing per fiscal year to present the status of their vacancies, recruitment and retention efforts with an opportunity for the various represented groups to speak at the hearing if they so desire.

ANALYSIS:

This report is intended to serve as the City’s reporting of position vacancies as of December 31, 2025, before the adoption of the annual budget and in compliance with AB 2561.

In compliance with the new legal obligations, the City is required to do the following:

1. Hold a Public Hearing: At least once each fiscal year, at a public hearing before the City Council, the City shall present information regarding the status of vacancies and recruitment and retention efforts and identify any necessary changes to policies, procedures, and recruitment activities that may lead to obstacles in the hiring process.

The "public hearing" required by AB 2561 means a public meeting where there is an opportunity for the various represented groups to comment. It does not require the City to publish a notice of the hearing in the newspaper. See Attachment A for a more detailed description of AB 2561's public hearing procedures. Notice was provided to 272
represented groups on February 12, 2026 (Attachment B).

2. Allow Employee Organization Participation: Allow the recognized employee organization for each bargaining unit at the City to present questions during the public hearing concerning vacancies and recruitment and retention efforts.

3. Provide Additional Reporting for High Vacancy Rates: If vacancies within a single bargaining unit meet or exceed 20% of authorized full-time positions in that bargaining unit, upon request of the recognized employee organization for that bargaining unit, the City must provide additional information during the public hearing, including the following: (1) the total number of vacancies; (2) the number of applicants; (3) the average time to fill positions; and (4) opportunities to improve compensation and working conditions for employees in the bargaining unit.

Status of Vacancies, Recruitment and Retention Efforts
The City conducted a review and found that the Community Service Officers Association (CSO) meet or exceed the 20% or more vacancies of their authorized full-time positions.

Therefore, if requested by the CSO, staff will provide the following information about the bargaining unit at the time of the hearing: (1) the total number of vacancies, (2) the number of applicants, (3) the average time to fill positions, and (4) opportunities to improve compensation and working conditions for employees in the bargaining unit.

As of December 31, 2025, the City of Santa Paula has a total vacancy rate of 6.5%. That rate by group is as follows:

Community Services Officer 20%
Executive Management 11.1%
Mid Management Association 14.3%
Santa Paula Police Officer's Association 12.3%
SEIU, Local 721 9.1%
Supervisory & Professional Association 5.3%
Unrepresented: Confidential 0%
Position vacancies may occur for a variety of reasons through any given year, such as promotions, retirements, resignations, terminations or due to the creation of new positions.

The City continues to take steps in support of recruitment and retention. Recent efforts during the current term included employing various recruitment strategies such as posting vacancies on the City’s website recruitment portal, industry-specific job boards and advertising on the City’s social media platforms, and streamlining recruitment processes when possible.

Occasionally, the City will engage outside recruiting firms for hard-to-fill or high-profile positions in order to reach a broad audience. During the vacancy reporting period of January 1, 2025 through December 31, 2025, the City successfully recruited and onboarded 9 full-time employees in 2025.

In addition, the City also completed a Citywide compensation study and began implementation in 2025, and continued providing employees the opportunity to engage in a variety of employee appreciation activities throughout the year, including our Annual Service Recognition Breakfast. These employee appreciation efforts were made possible by City Council Resolution No. 7332, a Resolution of the City Council of the City of Santa Paula Establishing Guidelines for Employee Enrichment, Recognition, Training and Appreciation. 273
STRATEGIC PLAN:

This action is being taken in response to new State laws and not as a result of the City's Strategic Plan.

FISCAL IMPACTS:

There is no direct fiscal impact associated with conducting the public hearing required under AB 2561. However, addressing recruitment and retention issues may involve future budget and bargaining considerations, which will be presented to the City Council as necessary.

OPTIONS:

1. Receive and file the City’s Annual Position Vacancy Report

2. Provide staff with other direction
ATTACHMENTS:

Attachment A _ City of Santa Paula Public Hearing Procedures.docx Attachment B_ Vacancy Report Hearing _ Notice to Bargaining Groups.doc 274

ATTACHMENT A

CITY OF SANTA PAULA
AB 2561 PUBLIC HEARING PROCEDURES
Notice Requirements:

1. The City of Santa Paula will notify in writing each recognized employee organization that represents employees that the City of Santa Paula City Council will hold a hearing pursuant to the obligations set forth under Government Code section 3502.3 (Assembly Bill 2561). The notice will provide each recognized employee organization the opportunity to identify any negotiable impacts/effects regarding the City’s compliance with Government Code section 3502.3.

2. The City will notify in writing each recognized employee organization that represents City of Santa Paula employees of the date, time and place of the hearing at least 7 calendar days in advance of the hearing.

In the notice, the City of Santa Paula will inquire whether the employee organization intends to make a presentation to the City of Santa Paula City Council at the public hearing. The City of Santa Paula will request that, for planning purposes, the employee organization provides written notice to the Human Resources at least 3 working days in advance of the public hearing indicating whether the employee organization intends to make a presentation at the public hearing.

The notice will also include information about the amount of time that the City Council has allotted to employee organizations for each bargaining unit that the organization represents for purpose of making a presentation at the public hearing. The City Council will allot five (5) minutes to bargaining units requesting to make a presentation.

3. In the event the vacancy rate for the bargaining unit is at least 20% of the total number of authorized full-time positions in the bargaining unit, an employee organization may request that the City of Santa Paula present “additional information” related to the vacancies as permitted by Government Code section 3502.3. The City of Santa Paula will request that the employee organization provide a written request for the presentation of such information to the Human Resources Department at least five (5) working days in advance of the public hearing. The “additional information” includes the following: (1) the total number of job vacancies within the bargaining unit; (2) the total number of applicants for vacant positions within the bargaining unit; (3) the average number of days to complete the hiring process from when a position is posted; and (4) opportunities to improve compensation and other working conditions.

4. Notice of the hearing to the public will be provided in accordance with the Ralph M.

Brown Act. (Gov. Code §§ 54950-54963.)
275

ATTACHMENT A

CITY OF SANTA PAULA
AB 2561 PUBLIC HEARING PROCEDURES

5. A City of Santa Paula staff report regarding vacancies and recruitment and retention efforts may be published as part of the agenda packet for the meeting.

6. The City of Santa Paula and recognized employee organizations may agree to exchange presentation materials in advance of the public hearing.

Order of the Hearing:

The public hearing will proceed in the following order:

1. City of Santa Paula Presentation: The City’s presentation will be limited to five (5) minutes for each bargaining unit that it represents. The City of Santa Paula may choose to present on all bargaining units at once, or to present data for each bargaining unit separately followed by each applicable employee organization presentation.

2. Employee Organization Presentation: Following the agency presentation, each employee organization will have the opportunity to make a presentation for each of the bargaining units that the employee organization represents. For each bargaining unit, the employee organization presentation will be limited to five (5) minutes and should not contain bargaining proposals to the City Council on matters that have not been presented in bargaining.

3. Governing Body Questions and Discussion: The City of Santa Paula City Council may ask questions of City staff and the employee organization presenters.

4. Final City of Santa Paula Comments: Final City of Santa Paula comments will be limited to three (3) minutes per bargaining unit.

5. Final Employee Organization Comments: Final employee organization comments will be limited to three (3) minutes per bargaining unit.

6. Public Comment: Public comment regarding the AB 2561 hearing will be limited to two 2 minutes per person.

Standards of Discourse:

The City of Santa Paula’s City Council should recognize that engaging with diverse perspectives is vital for effective governance and a vibrant community. To ensure full expression of such diverse perspectives, The City Council should ensure that participants follow the principles of respectful and civil discourse.
276

ATTACHMENT B

CITY OF SANTA PAULA

MEMORANDUM
TO:

Michael Hoppin, Santa Paula Police Officer’s Association Leonard Carrillo, SEIU Local 721
Community Services Officer Association
Mid Management Association
Supervisory & Professional Association
FROM: Lorena Alvarez, Human Resources Administrator
DATE: February 12, 2026
SUBJECT: Notice of Public Hearing Regarding Position Vacancies at the City of Santa Paula
This is notice of the City’s intent to comply with the obligations set forth under Government Code section 3502.3 (Assembly Bill 2561).

City of Santa Paula Presentation:

In accordance with Government Code section 3502.3, at a public hearing before the City Council on March 4, 2026, the City will present information on the status of position vacancies at the City and the City’s recruitment and retention efforts. If necessary, the City will identify any needed changes to City policies, procedures, or recruitment activities that may have led to obstacles in the hiring process.

Employee Organization Presentation:

At the public hearing each employee organization will have the opportunity to make a presentation to the City Council. If your intent is to make a presentation to the City Council at the public hearing, please inform Lorena Alvarez, Human Resources Administrator at [email protected], at least three (3) working days in advance of the public hearing so that we may plan accordingly.

Each employee organization will be allotted five (5) minutes to make a presentation. In addition, employee organizations may present additional written materials for review by the City Council.
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278
To: Honorable Mayor and Members of the City Council Regular From: Christy Ramirez, Finance Director
Subject: MID-YEAR FISCAL REPORT 25/26
Date: March 4, 2026
Agenda Item: 10.E

CITY OF SANTA PAULA

MEMORANDUM
RECOMMENDATION:

Staff recommends that the City Council

1. Approve budget recommendations and personnel changes as noted in the fiscal impact section.

2. Approve the implementation of the minimum wage increase (and subsequent increase to positions related, as noted in the adopted budget).

Presented by: Finance Director, Christy Ramirez
BACKGROUND:

The purpose of this Mid-Year Financial Review is to provide a status update on the City’s revenue and expenditure activity as it relates to the FY 2025/26 Operating Budget, which was originally adopted on June 18, 2025. This report provides an overview of the revenue and expenditure activity in the General Fund, as well as the City’s Special Funds, and presents recommendations for adjustments to the adopted budget, where needed.

The first section of this report is a summary of the financial activity for the City’s most significant fund, the General Fund, as of February 23, 2026. Staff has also included discussion on other miscellaneous funds and the Capital Improvement Program (CIP) budget.

In analyzing the attached report, the following information should be taken into consideration:

Revenues and expenditures are recorded during the period received or paid. It is only at the end of the fiscal year that accrual entries are made to associate the revenues and expenditures to the corresponding period.

The receipt of revenues varies according to the source of funding, so the December totals may not represent six months of revenues in many categories. For example, “Traditional” Property Tax payments are normally received as follows: 56% in December, 41% in April, and 3% in June.

Expenditures for salaries and some operating costs may be disbursed evenly on a month-to-month basis, however, there are some expenditure line items whereby funds are released or encumbered at the start of the new fiscal year. In addition, expenditures for Liability Insurance, Workers Compensation and Debt Service are made on a quarterly, semi-annual or annual basis.
279
ANALYSIS:

Fiscal Year 25/26 revenues are trending on target with expectations. Following is a breakdown of staff recommendations to budget modifications for Q2 25/26 by fund:

GENERAL FUNDS -
Overall, based on year-to-date activity analysis and comparison to prior year actuals in the Second Quarter of FY 2025/26, revenues and expenditures for the General Fund are tracking at levels expected, with a few outliers higher than budgeted. At this time, staff is recommending revenue and expenditure adjustments that continue to maintain a balanced budget, described in further sections of this report.

The General Fund is the general operating fund of the City and accounts for activities and services traditionally associated with general municipal services. When discussing the General Fund in this report, included is the sub funds such as Measure T, Measure R and Recreation Program funds. Staff has included recommended budget adjustments for all funds within the analysis of the Revenues, Expenditures, and Capital Improvement Program and Other Funds sections of this report.

Staff continues to closely monitor revenue projections, as well as evaluate resource requirements, and will advise Council of any additional changes not identified in this report as they arise. Details regarding revenue and expenditure performances, previous Council approved budget appropriations made this fiscal year, as well as recommended budget revisions are further outlined in this report.

General Fund Revenue Analysis:

The tables and summary information below provide additional detail on the revenue activity to date on a budget to actual comparison.

All General Funds Budget Actuals
Proposed
Adjustments
Actuals %
of Budget
Charges for Service 1,289,711 1,168,567 -9.4%
Licenses & Permits 2,220,241 1,183,024 -46.7%
Fines & Penalties 66,000 31,438 -52.4%
Other Revenue 27,500 26,726 -2.8%
Intergovernmental Revenues 505,000 250,236 -50.4%
Property Related 6,267,542 3,391,414 139,789 -45.9%
Sales Tax 12,250,000 4,807,314 -60.8%
Other Taxes 374,260 189,052 -49.5%
280
TOT 140,000 34,759 -75.2%
Business License 144,500 135,467 -6.3%
Real Property Transfer Tax 144,000 96,518 -33.0%
Franchise Fee 995,000 574,515 -42.3%
Investments & Rents 150,000 75,671 -49.6%
Transfers 2,237,071
-
-100.0%
TOTALS 26,382,325 11,697,955 139,789 -55.7%
Licenses and Permits revenue categories are generally on track to reach target levels.

Permits budgeted for FY 25/26 primarily consist of regular ongoing activity with significant development activity revenues, as they are in Charges for Services this year. Staff anticipates revenues will meet projections but will continue to monitor revenues as we wait for additional activity to occur.

Charges for Services , as noted in the budget process, the majority of the $1.3m budget relied on one-time revenues. The majority of the revenues have been received and is expected to end the year at or exceeding budgeted figures. Staff anticipates these projects will move on to the next phase of development, leading to the realization of the anticipated revenue for Licenses and Permits.

Other Revenues encompasses all other revenues not otherwise mentioned. No changes are recommended for this category.

The Intergovernmental Revenue category, which includes the Prop 172 sales tax (sales tax for public safety activities), is expected to be in line with the budget, and staff recommends leaving the budget as is.

The Property Tax category is composed of two payment types - the “Traditional” Property Tax, which are received in large part during the months of December and April, and the Property Tax in Lieu of Motor Vehicle License Fees (MVLF) which is received in two payments during January and May. Traditional property taxes are trending above expected levels due to the increased revenues from the dissolution of the Redevelopment Agency. However staff will delay a recommended increase until the third quarter when the second half of the annual payment is received and the anticipated increase (estimated at $250,000) occurs. The first half of the MLVF fees have also exceeded projections and staff has been informed of an increased allocation by $139,789 above budgeted figures and a budget increase is recommended.

The annual Sales Tax budgeted figure of $12.25m is comprised of twelve (12) monthly payments for the traditional Sales Tax line item, as well as an equal amount of payments for the Measure T and Measure R 1% Sales Tax. To date, the revenues collected totaled $4.8m, 281
or 39.2% of the estimated revenue for the year, accounting for 5 months of revenue. Staff anticipates needing no changes to the budget allocation for this category.

Other Taxes consists of three subcategories including Transient Occupancy Tax (TOT), Business License, and Real Property Transfer Tax. TOT actual revenues are trending on target in comparison with prior year totals, and as such no changes are currently recommended, however longer term decreases to the Transient Occupancy Tax category is anticipated for future years to account for decreased transient activity.

The City collects Franchise Fees from five main service provider sources (Cable, Electric, Gas, Pipeline, Solid Waste). Each provider of these services has a different payment schedule. Electric and Gas providers make annual payments in April. The Cable provider is on a quarterly payment plan, while Pipeline franchise fees are collected twice a year. This category also includes the Commercial Refuse Hauler, or Trash Hauler Franchise Fees, The Mid-Year totals are on par with projections. Staff will continue to monitor additional franchise payments to determine any further adjustments during the 3rd Quarter Fiscal Report.

Investments & Income Staff is not recommending any changes to this group as revenues are in line with projections.

Overhead/Transfers In are revenues provided by other funds to offset costs in the General Fund. These charges are done via journal entry and trued up at the end of the year. No changes are recommended for this category at this time.

General Fund Expenditure Analysis:

The General Fund expenditures budget is currently at $21.8 million and reflects the budget originally adopted and additional appropriations approved by Council through December 2024 (not including carryovers).

All departments are currently below the expected target of their overall allocated budgets as of February 23, 2026 primarily due to ongoing staffing vacancies throughout the City. Staff is not recommending any changes related to those potential salary savings at this time, however a reallocation and use of unbudgeted revenues is being requested, as noted below.

Reallocating salary savings from staffing vacancies in the Police Department to overhire for one Officer position. Council has previously authorized the City Manager to overhire in the event of an anticipated departure, which the City is currently doing, but there is a request to overhire one additional position that is outside of the scope of that authority, as we are not currently aware of additional departures. While there is a potential for this position to exceed the budgeted positions on a longer term basis and into the second year of the two year budget, this overhire is not intended to be a permanent increase to sworn personnel.

There is a need for a $60,000 increase in legal fees related to the financial and regulatory review of the Athens Franchise Fees.
$40,000 is needed in legal costs related to the recent mobile home rent review cases.

This will appear as a budget increase to the Mobile Home Fund, but due to the inability for that fund to cover those expenses, the General Fund will need to transfer funds to the Mobile Home Fund at the end of the year.

Increased costs to the supplies and labor related to the work being done around City Hall 282
which requires an increased budget to the following line items:
$12,500 to Professional Services
$12,500 to Salaries-Overtime in divisions 1531 and 1532 $10,000 to Supplies
Increase of $6,500 to special events due to rising costs and this line item trending above budgeted amounts.

An increase of $40,000 for supplies in our Fleet Division due to heightened activity, rising costs of supplies and auto parts, and the re-introduction of a few older police vehicles back into active use.

PBID has approved funding for City Corp staff time and supplies. A matching revenue and expense increase totaling $21,805 is requested for the General Fund - Recreation.

Lastly, while Council authorized staff during the budget process to increase the salary chart in accordance with any minimum wage increases as dictated by the state, we are including those increases as a request in this report for transparency purposes. Minimum wage positions will increase from $16.50 to $16.90 effective the first fill pay period in January. Recreation Leaders II will increase to 5% above the new minimum wage, as previously directed by Council, from $17.33 to $17.75 (Rec Leaders I and II have Step 1 rates noted, however Steps 2-5 will be 5% above that).

Attached for your review is the Purchase Order Activity Report, which has been provided on a quarterly basis to improve transparency, along with a detailed check register, to communicate to the public Council items not brought before the City Council for approval.

CAPITAL IMPROVEMENT PROGRAM AND OTHER FUNDS:

On a budget basis, the various grant type funds are balanced with revenues matching expenditures. However, on an actual basis, funds are reimbursed after they are expended.

The reimbursement requests for grant expenditures are submitted in a timely manner either on a monthly or quarterly basis by the staff responsible for the project reimbursements. Any negative balances are the result of timing of revenues. Revenue projections are reviewed on a quarterly basis and recommended adjustments are made when necessary. $160,000 is needed to cover maintenance expenses at East Area 1 out of the CFD fund.

As noted above, a $40,000 increase to Mobile Home Fund's (201) legal budget is required.

The County had granted an additional $25,000 in funding for the Senior Nutrition program and as such an increase to both revenues and expenses is needed in the AAA Fund (405).

A settlement agreement has been reached in the Malzacher vs City of Santa Paula case and a payment of $162,500 out of the Sewer Fund (610) is required.

A budget of $875,000 was originally adopted for the Water Replenishment Charge paid to United Water for pumping water out of our wells. It is anticipated that, based on historical usage, it may end up closer to $900,000, exceeding the current budget by $25,000. Staff is requesting an additional $100,000 for this charge, to cover both the anticipated overage, as well as any increased water usage due to the new homes being occupied.

STRATEGIC PLAN:
283
This item is not a goal or objective in City Council's two-year Strategic Plan, however it is important to communicate the City's fiscal status to the Council and the public to maintain operational excellence.

FISCAL IMPACTS:

Council is asked to authorize an overhire outside of the scope of the City Manager's authority, with no fiscal impact to the General Fund as it will be utilizing salary savings from staff vacancies.

Account Description Increase Decrease
100-4-7500-5099 Property Tax in Lieu of
MVLF
$ 139,789
100-5-1531-209 Professional Services $12,500
100-5-1531/2-XXX Various Salary Related $12,500
100-5-1502-123 Supplies $10,000
100-5-1502-156 Special Events $ 6,500
702-5-5041-304
Fleet Services Parts &
Supplies
$40,000*
115-4-1500-5460 Donations $21,805.60
115-5-1502-XXX
Various Salary Related
(PT)
$17,305.60
115-5-1502-123 Supplies $4,500
504-5-6002-202 Professional Services
Landscaping
$160,000
201-5-0509-203 Professional Services -
Legal
$40,000
405-4-1500-4263 Grant Funding $25,000
405-5-1502-209 Professional Services $25,000
610-5-7501-199 Miscellaneous
Expenses
$162,500
620-5-5073-516 Water Replenishment
Charge
$100,000
* The increased budget allocation for fleet services expenses is funded by other divisions and funds.

Staff will include a redline revision to this report at the Council meeting to reflect the necessary adjustments to those funds and accounts. This will decrease the surplus General Fund fiscal impact noted above as well as utilizing existing fund balance in others, such as Water and Sewer funds.

These changes will have a net positive impact to the General Funds by $58,289, of which $40,000 will be needed at the end of the year to cover the budget requested in the Mobile Home fund (201). The changes recommended to the CFD, Sewer and Water funds (504, 610 and 620 respectively) will all utilize existing fund balance. There will be no fiscal impact to the Area on Aging Agency Fund (405).

The changes related to the Hourly rate increases for part timers to comply with minimum wage increases will not have an impact on the budget.

OPTIONS:
284

1. The Council may reject staff’s recommendations and provide additional guidance on reserve transfers and budget allocations.

ATTACHMENTS:

Purchase Order Activity Report.pdf
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2/26/2026 2:01:46 AM Page 1 of 6
City of Santa Paula, CA Purchase Order Activity Report
Purchase Order Summary
Date Activity Type Payable ID Activity Amount Balance
Purchase Order: 26-03003
Vendor Number: 015633 Vendor Name:M6 CONSULTING, INC.
11/13/2025 Issued 417,400.00 417400.00
11/18/2025 Invoiced 4660 (26,446.00) 390954.00
11/18/2025 Invoiced 4693 (29,620.80) 361333.20
11/18/2025 Invoiced 4661 (27,556.40) 333776.80
12/11/2025 Invoiced 4752 (27,556.40) 306220.40
1/22/2026 Invoiced 4904 (35,005.14) 271215.26
Purchase Order: 26-03120
Vendor Number: 010595 Vendor Name:J & H ENGINEERING GENERAL CONTRACTOR, INC 10/7/2025 Issued 1,363,712.00 1363712.00
2/5/2026 Invoiced #4305 (784,951.40) 578760.60
2/5/2026 Invoiced #4324 (197,434.10) 381326.50
Purchase Order: 26-03470
Vendor Number: 015505 Vendor Name:TRIPEPI, SMITH AND ASSOCIATES, INC. 10/1/2025 Issued 46,000.00 46000.00
10/16/2025 Invoiced 15602 (6,475.00) 39525.00
10/16/2025 Invoiced 15601 (6,825.00) 32700.00
Purchase Order: 26-03471
Vendor Number: 010791 Vendor Name:SOFT CHOICE CORPORATION 10/1/2025 Issued 34,315.49 34315.49
10/16/2025 Invoiced 91711273 (34,315.49) 0.00
Purchase Order: 26-03472
Vendor Number: 016846 Vendor Name:YOUNG STERLING CONSULTING LLC 10/2/2025 Issued 21,500.00 21500.00
10/16/2025 Invoiced 000810 (5,000.00) 16500.00
2/5/2026 Invoiced 000835 (10,000.00) 6500.00
Purchase Order: 26-03473
Vendor Number: 015439 Vendor Name:VALU GROUP ENTERPRISES, INC. 10/6/2025 Issued 2,880.00 2880.00
10/30/2025 Invoiced 2156 (1,920.00) 960.00
11/25/2025 Invoiced 2159 (960.00) 0.00
Purchase Order: 26-03475
Vendor Number: 016848 Vendor Name:CXT INC.
10/8/2025 Issued 282,121.40 282121.40
Purchase Order: 26-03476
Vendor Number: 016683 Vendor Name:DON JAVI'S TREE SERVICE IN 10/9/2025 Issued 32,250.00 32250.00
12/23/2025 Invoiced INV340 (32,250.00) 0.00
286
Purchase Order Activity Report Issued Date Range 10/01/2025 - 12/31/2025 2/26/2026 2:01:46 AM Page 2 of 6
Date Activity Type Payable ID Activity Amount Balance
Purchase Order: 26-03479
Vendor Number: 015876 Vendor Name:MOHAWK LIFTS LLC
10/14/2025 Issued 23,061.27 23061.27
11/13/2025 Invoiced 71128 (23,061.26) 0.01
Purchase Order: 26-03481
Vendor Number: 016389 Vendor Name:TINY MOBILE ROBOTS US LLC 10/15/2025 Issued 23,750.00 23750.00
11/5/2025 Changed 2,012.81 25762.81
11/13/2025 Invoiced 6309 (25,762.81) 0.00
Purchase Order: 26-03482
Vendor Number: 012191 Vendor Name:DATAPROSE, LLC
10/15/2025 Issued 11,855.11 11855.11
10/30/2025 Invoiced DP2504333 (11,855.11) 0.00
Purchase Order: 26-03485
Vendor Number: 013911 Vendor Name:MICHAEL K. NUNLEY & ASSOCIATES, INC. 10/23/2025 Issued 3,237.25 3237.25
10/23/2025 Invoiced 1788 26-03485 (3,237.25) 0.00
Purchase Order: 26-03487
Vendor Number: 011094 Vendor Name:BRAGG INVESTMENT COMPANY, INC. 10/29/2025 Issued 36,962.55 36962.55
11/25/2025 Invoiced 1295450 (36,962.55) 0.00
Purchase Order: 26-03488
Vendor Number: 013039 Vendor Name:GRANICUS, INC.
11/3/2025 Issued 28,872.00 28872.00
11/13/2025 Invoiced 216433 (28,872.00) 0.00
Purchase Order: 26-03489
Vendor Number: 016034 Vendor Name:SPIRIT OF SANTA PAULA 11/6/2025 Issued 113,171.16 113171.16
11/6/2025 Invoiced JUL-SEP 2025 (113,171.16) 0.00
Purchase Order: 26-03491
Vendor Number: 015318 Vendor Name:BADGER METER
11/6/2025 Issued 5,409.68 5409.68
11/13/2025 Invoiced 80201368 (5,409.68) 0.00
Purchase Order: 26-03492
Vendor Number: 015514 Vendor Name:CRAFCO, INC.
11/12/2025 Issued 83,158.38 83158.38
2/19/2026 Invoiced 9403614528 (19,288.10) 63870.28
2/19/2026 Invoiced 9403642285 (63,870.28) 0.00
Purchase Order: 26-03493
Vendor Number: 015514 Vendor Name:CRAFCO, INC.
11/12/2025 Issued 79,497.13 79497.13
Purchase Order: 26-03494
Vendor Number: 016145 Vendor Name:MARK43, INC.
11/7/2025 Issued 80,142.00 80142.00
11/13/2025 Invoiced INV1401 (80,142.00) 0.00
287
Purchase Order Activity Report Issued Date Range 10/01/2025 - 12/31/2025 2/26/2026 2:01:46 AM Page 3 of 6
Date Activity Type Payable ID Activity Amount Balance
Purchase Order: 26-03495
Vendor Number: 015972 Vendor Name:FOUR STAR INVESTIGATIONS, LLC 11/13/2025 Issued 5,821.30 5821.30
11/13/2025 Invoiced #25-002 (5,821.30) 0.00
Purchase Order: 26-03496
Vendor Number: 014968 Vendor Name:WILLDAN FINANCIAL SERVICES 11/17/2025 Issued 8,206.87 8206.87
11/25/2025 Invoiced 010-63874 (8,206.87) 0.00
Purchase Order: 26-03497
Vendor Number: 010406 Vendor Name:FERGUSON WATERWORKS #1084 11/18/2025 Issued 19,883.87 19883.87
2/19/2026 Invoiced 0065526 (19,883.88) -0.01
Purchase Order: 26-03498
Vendor Number: 010828 Vendor Name:SWRCB ACCOUNTING OFFICE 11/24/2025 Issued 18,196.00 18196.00
11/25/2025 Invoiced SW-0322759 (18,196.00) 0.00
Purchase Order: 26-03499
Vendor Number: 015884 Vendor Name:NATIONAL AUTO FLEET GROUP 11/24/2025 Issued 136,922.30 136922.30
Purchase Order: 26-03500
Vendor Number: 016867 Vendor Name:TERMINIX INTERNATIONAL COMPANY LIMITED PARTNERSHIP 11/24/2025 Issued 6,211.56 6211.56
Purchase Order: 26-03501
Vendor Number: 016692 Vendor Name:WRIGHT, NICOLE
11/25/2025 Issued 13,125.00 13125.00
11/25/2025 Invoiced 1073 (13,125.00) 0.00
Purchase Order: 26-03503
Vendor Number: 016456 Vendor Name:JS&S (WATER HOLDINGS) INC. 12/2/2025 Issued 27,540.00 27540.00
Purchase Order: 26-03504
Vendor Number: 016906 Vendor Name:GOVWELL TECHNOLOGIES INC. 12/4/2025 Issued 40,000.00 40000.00
12/11/2025 Invoiced 1055 (40,000.00) 0.00
Purchase Order: 26-03505
Vendor Number: 010828 Vendor Name:SWRCB ACCOUNTING OFFICE 12/5/2025 Issued 56,915.00 56915.00
12/11/2025 Invoiced WD-0305048 (56,915.00) 0.00
Purchase Order: 26-03506
Vendor Number: 012191 Vendor Name:DATAPROSE, LLC
12/8/2025 Issued 17,801.61 17801.61
12/11/2025 Invoiced DP2505463 (11,873.21) 5928.40
12/11/2025 Invoiced DP2506051 (5,928.40) 0.00
288
Purchase Order Activity Report Issued Date Range 10/01/2025 - 12/31/2025 2/26/2026 2:01:46 AM Page 4 of 6
Date Activity Type Payable ID Activity Amount Balance
Purchase Order: 26-03507
Vendor Number: 011341 Vendor Name:CALIFORNIA JPIA
12/8/2025 Issued 5,464.00 5464.00
12/11/2025 Invoiced POLLU-00079 (5,464.00) 0.00
Purchase Order: 26-03508
Vendor Number: 014639 Vendor Name:GOLD COAST ENVIRONMENTAL 12/9/2025 Issued 2,607.01 2607.01
Purchase Order: 26-03509
Vendor Number: 016692 Vendor Name:WRIGHT, NICOLE
12/9/2025 Issued 29,820.00 29820.00
12/11/2025 Invoiced 1072 (29,820.00) 0.00
Purchase Order: 26-03510
Vendor Number: 016921 Vendor Name:FIRST AMERICAN TITLE
12/10/2025 Issued 600,000.00 600000.00
12/10/2025 Invoiced 12/10/25 (600,000.00) 0.00
Purchase Order: 26-03511
Vendor Number: 016922 Vendor Name:SANTA PAULA ARTE & CULTURA COLLECTIVE 12/11/2025 Issued 10,000.00 10000.00
12/11/2025 Invoiced 12/11/25 (10,000.00) 0.00
Purchase Order: 26-03512
Vendor Number: 016923 Vendor Name:4AP HOLDINGS INC.
12/11/2025 Issued 171.34 171.34
Purchase Order: 26-03513
Vendor Number: 010799 Vendor Name:SPARLING INSTRUMENTS, INC. 12/15/2025 Issued 1,300.00 1300.00
1/22/2026 Invoiced 11178301 (1,300.00) 0.00
Purchase Order: 26-03514
Vendor Number: 010685 Vendor Name:SANTA PAULA BASIN PUMPER ASSOC 12/17/2025 Issued 5,716.00 5716.00
12/23/2025 Invoiced 2025-114 (5,716.00) 0.00
289
Purchase Order Activity Report Issued Date Range 10/01/2025 - 12/31/2025 2/26/2026 2:01:46 AM Page 5 of 6
Date Activity Type Payable ID Activity Amount Balance
Purchase Order: 26-03515
Vendor Number: 012750 Vendor Name:JORDANO'S INC. AND SUBSIDIARIES 12/18/2025 Issued 21,000.00 21000.00
1/22/2026 Invoiced 7317033 (209.05) 20790.95
1/22/2026 Invoiced 7297806 (903.29) 19887.66
1/22/2026 Invoiced 7304667 (632.79) 19254.87
1/22/2026 Invoiced 7301198 (451.48) 18803.39
1/22/2026 Invoiced 7307962 (669.42) 18133.97
1/22/2026 Invoiced 7317032 (461.33) 17672.64
2/5/2026 Invoiced 7327195 (1,001.30) 16671.34
2/5/2026 Invoiced 7320399 (462.71) 16208.63
2/5/2026 Invoiced 7323857 (897.65) 15310.98
2/5/2026 Invoiced 7215145 (343.67) 14967.31
2/5/2026 Invoiced 7229277 (500.47) 14466.84
2/5/2026 Invoiced 7225729 (666.36) 13800.48
2/5/2026 Invoiced 7222515 (549.51) 13250.97
2/19/2026 Invoiced 7333908 (904.23) 12346.74
2/19/2026 Invoiced 7330601 (940.55) 11406.19
Purchase Order: 26-03516
Vendor Number: 010689 Vendor Name:SANTA PAULA CHAMBER OF COMMERCE 12/19/2025 Issued 50,000.00 50000.00
12/23/2025 Invoiced 12/16/25 (50,000.00) 0.00
Purchase Order: 26-03517
Vendor Number: 013156 Vendor Name:COAST CART, INC.
12/19/2025 Issued 17,500.00 17500.00
Purchase Order: 26-03518
Vendor Number: 010395 Vendor Name:FAMCON PIPE & SUPPLY, INC. 12/19/2025 Issued 8,233.08 8233.08
Purchase Order: 26-03520
Vendor Number: 013975 Vendor Name:DODOS DESIGN - GARCIA, DAVID 12/22/2025 Issued 8,591.27 8591.27
1/22/2026 Invoiced 12690 (8,591.27) 0.00
Purchase Order: 26-03540
Vendor Number: 014968 Vendor Name:WILLDAN FINANCIAL SERVICES 12/10/2025 Issued 26,500.00 26500.00
1/22/2026 Invoiced 010-64817 (15,750.00) 10750.00
Purchase Order: 26-1003-2025
Vendor Number: 015001 Vendor Name:SYNAGRO-WWT, INC.
10/28/2025 Issued 251,493.87 251493.87
10/30/2025 Invoiced 61099 (23,204.56) 228289.31
10/30/2025 Invoiced 61996 (24,221.42) 204067.89
11/25/2025 Invoiced 62539 (25,329.20) 178738.69
12/23/2025 Invoiced 63550 (21,652.56) 157086.13
2/19/2026 Invoiced 64415 (18,580.47) 138505.66
290
Purchase Order Activity Report Issued Date Range 10/01/2025 - 12/31/2025 2/26/2026 2:01:46 AM Page 6 of 6
Date Activity Type Payable ID Activity Amount Balance
Purchase Order: 26-1011-2023
Vendor Number: 015593 Vendor Name:CANNON CORPORATION
10/13/2025 Issued 35,000.00 35000.00
10/15/2025 Changed 5,000.00 40000.00
1/22/2026 Invoiced 93804 (2,067.00) 37933.00
Purchase Order: 26-1028-2025
Vendor Number: 013911 Vendor Name:MICHAEL K. NUNLEY & ASSOCIATES, INC. 12/22/2025 Issued 2,237,817.00 2237817.00
12/22/2025 Changed 0.00 2237817.00
12/23/2025 Invoiced 2086 26-1028-2025 (8,874.75) 2228942.25 2/5/2026 Invoiced 2418 26-1028-2025 (5,615.50) 2223326.75 Purchase Order: 26-1049-2025
Vendor Number: 012696 Vendor Name:TORO ENTERPRISES, INC. 10/13/2025 Issued 873,679.00 873679.00
2/5/2026 Invoiced 1 12/31/25 (542,807.10) 330871.90
Purchase Order: 26-1052-2025
Vendor Number: 016863 Vendor Name:OAKRIDGE LANDSCAPE, INC. 10/16/2025 Issued 108,599.20 108599.20
12/23/2025 Invoiced 116651 (13,074.90) 95524.30
1/22/2026 Invoiced 117281 (13,074.90) 82449.40
Purchase Order: 26-1059-2025
Vendor Number: 010689 Vendor Name:SANTA PAULA CHAMBER OF COMMERCE 12/8/2025 Issued 30,000.00 30000.00
12/23/2025 Invoiced 12/9/25 (20,000.00) 10000.00
Purchase Order: 26-1060-2025
Vendor Number: 016875 Vendor Name:TETRA TECH, INC.
11/25/2025 Issued 20,000.00 20000.00
1/22/2026 Invoiced 52528361 (20,000.00) 0.00
Purchase Order: 26-1061-2025
Vendor Number: 014686 Vendor Name:HASA, INC.
12/10/2025 Issued 5,047.41 5047.41
12/10/2025 Changed 20,599.59 25647.00
1/22/2026 Invoiced 1084771 (6,899.39) 18747.61
1/22/2026 Invoiced 1084772 (1,730.45) 17017.16
1/22/2026 Invoiced 1091725 (3,211.71) 13805.45
1/22/2026 Invoiced 1091726 (1,401.66) 12403.79
2/19/2026 Invoiced 1098173 (1,297.84) 11105.95
2/19/2026 Invoiced 1098171 (3,945.42) 7160.53
2/19/2026 Invoiced 1098169 (467.22) 6693.31
291
To: Honorable Mayor and Members of the City Council Regular From: Dan Singer, City Manager
Subject: FUTURE AGENDA ITEMS
Date: March 4, 2026
Agenda Item: 11.A

CITY OF SANTA PAULA

MEMORANDUM
RECOMMENDATION:

Staff recommends City Council review future agenda items.

BACKGROUND:

The attached Future Agenda Items forecast identifies anticipated agenda items for upcoming Council meetings as well as Study Session topics and long-range discussion items. Placing this forecast on the agenda affords the Council and the public the opportunity to discuss such topics and to make any recommendations. It should be noted this is only a forecast and may change over the course of time or based on feedback by the Mayor and City Manager during review of future agendas.

ANALYSIS:

Should a member of the City Council wish to introduce a future agenda topic, it should be done in compliance with the Council's adopted Manual of Procedural Guidelines, Section 5.1.

Items introduced by a member of the Council during a Council meeting requires a second and should be reserved for time-sensitive matters needing attention within the proceeding 45 day period.

STRATEGIC PLAN:

FISCAL IMPACTS:

OPTIONS:

ATTACHMENTS:

03.18.2026_Future_Agenda_Items_lm.pdf
292
Santa Paula City Council Tentative Agenda Schedule
Updated 2/26/26
Activities associated with the Council’s Strategic Plan* Regular Meeting
March 18h - 6:30pm
PD Police Department Report
Finance Unclaimed Funds
Admin Mobile Home Rent Control Regular Ordinance 1353
2nd reading
Admin Art Collective – Utility Boxes Art Project
Special Meeting
April 1st – 4:30
Study Session: Fagan Barranca Conceptual Plan
Regular Meeting
April 1st - 6:30pm
Fire Ventura County Fire Department Report
Admin National Fair Housing Month - Proclamation
CDD Athens Rate Adjustment Request
CDD REC License Agreement
P&R SP Historical Society St. Francis Dam Project
P&R Youth Sports Agreement with SPUSD
Admin Discussion on Cannabis Ballot Measure

STUDY SESSION TOPICS
Admin No Smoking Ordinance 2nd Qtr.

Finance Development Impact Fees (DIF)* 1st Qtr.

Admin Municipal Code Update – Joint with Planning Commission* Ongoing CDD Use of Triangle Property on Housing TBD
CDD Mobile Home Rent Control Ordinance Workshop March
PD & Legal Electric Bike/Scooter Ordinance Options 2nd Qtr.

FUTURE AGENDA ITEMS
PW EV Fast Charger Installation & Maintenance Agreement TBD CDD Central Business District Live Entertainment Ord 1339 TBD Legal Fire MOU Amendment for Station 26 TBD
CDD Downtown Vacancies Ordinance 1st Qtr.

CDD Downtown Parking Inventory and Options* TBD
PW Water & Sewer Rate Study 2nd Qtr.

CDD Gateway Shopping Center CUP 2nd Qtr.

CDD Remnant Parcel Annexation 2nd Qtr.

Admin Grant Application Status Report 2nd Qtr.
293

Santa Paula City CouncilMarch 4, 2026

Santa Paula City Council
March 4, 2026