Agenda packet — Imperial Beach City Council, June 17, 2026 (part 2 of 2)

Resolution No. 2026-061

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C/MU-2 zone is to provide land to meet the demand for goods and services required primarily by the tourist population, as well as local residents who use the beach area.

Mixed-use and multiple family residences are also permitted in the C/MU-2 zone and in the Seacoast Mixed Use/Residential Overlay. The Project would provide a commercial use as well as six residential units which would serve both the local and tourist populations, meeting the intent of the land use designation. The Project site is located in a non-appealable Coastal Zone and therefore complies with the land use designation of the General Plan/Local Coastal Plan.

2. For all development seaward of the nearest public highway to the shoreline, the proposed development meets standards for public access and recreation of Chapter Three of the 1976 Coastal Act and regulations promulgated thereunder.

The Project site is not located between the seaward of the first public road. It is intended that the dominant type of commercial activity in the C/MU-2 zone will be visitor-serving retail such as specialty stores, surf shops, restaurants, and hotels and motels. The development standards of the C/MU-2 zone encourage pedestrian activity through the design and location of building frontages and parking provisions in Imperial Beach Municipal Code (“IBMC”) Section 19.27.010). The Project's design and location would promote pedestrian activity, while providing 14 open parking spaces, exceeding the minimum required by the City's zoning ordinance, to support visitors and patrons of the proposed uses. Also, the Project would have no impact to existing shore processes, public access, coastal views, or scenic views because it complies with the IBMC, does not exceed the height limit, and does not build in any areas with street end or other views. As such, the proposed development meets standards for public access and recreation of Chapter Three of the 1976 Coastal Act and regulations promulgated thereunder.

3. The proposed development meets the minimum criteria set forth in the City of Imperial Beach Zoning Ordinance, the City’s Minimum Landscape Planting and Irrigation Standards, and the City’s Design Guidelines, as applicable.

The development has been designed to meet the minimum criteria set forth in the City of Imperial Beach Zoning Ordinance, City’s Minimum Landscape Planting and Irrigation Standards, and the City’s Design Guidelines as further specified within the findings of this Resolution. The Project complies with the applicable development standards as they relate to maximum permitted residential density, building height, and on-site parking.

Pursuant to IBMC Section 19.50.030, not less than fifteen percent of the total site shall be landscaped and permanently maintained. Based on the Project’s 9,550-square-foot lot size, a minimum of 1,432.5 square feet of on-site landscaping is required. The Project as designed provides a total of 1,173 square feet (12.28%) of on-site landscaping, located along the site perimeter to enhance aesthetic appeal and site drainage, as well as within a second-floor courtyard in the form of planters. In recognition of the on-site landscaping requirement deficiency, the Applicant has proposed shade street trees and drought-tolerant landscaping within the public right-of-way along both Seacoast Drive and Date Avenue, totaling 352 square feet (2.72%) of additional landscaped area. This deviation is found to be in compliance with design regulations and does not establish a precedent for future projects within the City of Imperial Beach and that the existing sidewalk widths along Seacoast Drive and Date Avenue are not to be reduced.

4. The proposed development meets minimum criteria set forth in Sections

19.81.060, 19.82.050., 19.83.120., 19.84.050., and 19.86.100., of IBMC Title 19 for

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site plans, conditional use permits, design review, variances, zoning classification and rezonings.

The development meets the minimum criteria set forth in Sections 19.81.060, and

19.83.120, (Sections 19.82.050, 19.84.050, and 19.86.100 are not applicable) for a Site Plan Review and Design Review Case subject to the findings provided within this Resolution. Sections 19.82.050, 19.84.050, and 19.86.100 are not applicable because the Project does not require a conditional use permit, variance, or a zoning classification/rezoning.

5. For all development involving the construction of a shoreline protective device, a mitigation fee shall be collected which shall be used for each sand replenishment purposes. The mitigation fee shall be deposited in an interest-bearing account designated by the Executive Director of the California Coastal Commission and the city manager of Imperial Beach in lieu of providing sand to replace the sand a beach area that would be lost due to the impacts of any proposed protective structure.

The subject site is not located near an area that would require shoreline protection. As such, the Project does not necessitate the construction of a shoreline protection device and would not have an impact on the sand in any beach area. Therefore, a mitigation fee is not required for the Project.

6. This Project complies with the CEQA.

This Project is categorically exempted from the requirements of CEQA as a Class 32 Project pursuant to CEQA Guidelines Section 15332 (In-Fill Development). The City has prepared a Categorical Exemption per the CEQA requirements for this Project and the Notice of Exemption will be filed with the County Clerk in compliance with CEQA.

7. Public Notice requirements, pursuant to Zoning Ordinance Section 19.87.090, of the Coastal Development Project have been satisfied.

The Project description and the date of the City Council public hearing were sent to property owners within 300 feet and occupants within 100 feet of the subject site on June 4, 2026, and a public hearing notice was published in the South County Eagle & Times newspaper on June 4, 2026.

DESIGN REVIEW/SITE PLAN REVIEW (IBMC § 19.81.060):

8. The proposed use does not have any detrimental effect upon the general health, safety and convenience of persons residing or working in the neighborhood, or is not detrimental or injurious to the value of the property and improvements in the neighborhood.

The Project will not have a detrimental effect on the general health, welfare, safety and convenience of persons residing or working in the neighborhood because it is consistent with the intent of the development standards and zoning designations. The development would not be injurious to the value of the property and improvements in the neighborhood because the Project represents an improvement of the existing conditions and the Project could improve property values and stimulate growth in the area. Specific conditions have been set forth by the Community Development Department, Public Works Department, Building Department, Public Safety Department, and Engineering Department (Michael Baker International) to mitigate public safety and welfare concerns such a development project may raise in the Conditions of Approval.

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9. The proposed use does not adversely affect the GP/LCP.

The proposed mixed-use Project does not adversely affect the GP/LCP because it would provide commercial and residential uses in an area allowing for the construction of mixed-use buildings. The use is similar to other uses in the vicinity, and it will provide additional housing in the community. Therefore, the Project meets the purpose and intent of the GP/LCP.

10. The proposed use is compatible with other existing and proposed uses in the neighborhood.

The areas to the north, south, and west of the site are also located in the C/MU-2 zone and include 801 Seacoast Drive (mixed-use building) and multifamily residences. The area to the east of the Project site is an existing residential use. The multi-family building to the east is zoned R-2000 (Medium Density Residential). The location and orientation of the buildings would be consistent with the surrounding area, which is comprised of commercial and mixed-use structures and uses along Seacoast Drive and residential uses to the east. The alley adjacent to the northern property line would be used for vehicle ingress and egress. The proposed mixed-use Project is compatible with other uses in the neighborhood because it proposes both residential and commercial uses.

11. The location, site layout and design of the proposed use orients the proposed structures to streets, driveways, sunlight, wind and other adjacent structures and uses in a harmonious manner.

One of the mixed-use building’s residential units would have a ground-floor entrance at the southeastern corner of the site, fronting Date Avenue. Vehicular ingress and egress would be provided from the alley along the northern property line. The Project is compatible with the surrounding development pattern, which consists of a mix of residential and commercial uses, and would contribute a similar mix of uses that is consistent with the character of the neighborhood.

12. The combination and relationship of one proposed use to another on the site is properly integrated.

The Project proposes a residential and commercial uses that are properly integrated.

The cohesive design style and the choice of building materials properly integrate the buildings.

13. Access to and parking for the proposed use does not create any undue traffic problem.

Vehicular ingress and egress would be provided via the alley adjacent to the northern property line. The Project design would maintain existing on street parking along Seacoast Drive and Date Avenue and remove the recessed curbs on Date Avenue to be consistent with San Diego County Regional Standards. In addition, the Project provides 14 covered parking spaces, including Americans with Disabilities Act (“ADA”)-accessible parking spaces serving both the commercial and residential components. Accordingly, the proposed access, circulation, and parking configuration would not create undue traffic or parking impacts, as the Project complies with the off-street parking requirements of IBMC Section 19.48.

14. All other applicable provisions of the Zoning Code are complied with.

The Project complies with all other criteria set forth in the City of Imperial Beach Zoning ordinance.

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15. Any other considerations as the Community Development Department deem necessary to preserve the health, safety and convenience of the City in general.

Standard and applicable conditions of approval have been included with the Resolution to further ensure that the health, safety, welfare, and convenience of the City in general is preserved.

16. Public Notice requirements, pursuant to Zoning Ordinance Section 19.81.050, have been satisfied.

TENTATIVE MAP FINDINGS (IBMC § 18.12.070):

17. The proposed tentative tract map is consistent with the GP/LCP.

The GP/LCP designates the site as C/MU-2 zone and the proposed tentative tract map is consistent with the GP/LCP because it complies with the land use designations and zoning ordinance.

18. The design or improvement of the proposed subdivision is consistent with the GP/LCP.

The GP/LCP identifies commercial buildings, detached and attached mixed-use developments, multiple-family dwellings, and businesses as being consistent with the land use designation and zone. Therefore, the proposed construction of a new mixeduse project meets the purpose and intent of the land use designation of the GP/LCP.

19. The site is physically suitable for the type of development.

The subject site is physically suitable for the mixed-use development because it is relatively flat and the proposed grading and drainage for the development of the Project has been reviewed so that no adverse impacts would occur.

20. The design of the subdivision will not cause substantial environmental damage or substantial and avoidable injury to fish or wildlife, or their habitat.

The Project involves new construction in a developed urban area that will not affect fish or wildlife habitat.

21. The design of the subdivision will not cause serious public health problems.

The development will meet all construction requirements and will be served by municipal water and sewer service and will not result in public health problems.

22. The design of the subdivision will not conflict with any easement of record.

The design of the subdivision will not conflict with any easement of record.

23. All requirements of CEQA have been fulfilled.

This Project is categorically exempt from the requirements of CEQA pursuant to Article 19 Sections 15332 (In-Fill Development Projects). The City has prepared a Categorical Exemption per the CEQA requirements for this Project and the Notice of Exemption will be filed with the County Clerk in compliance with CEQA.

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NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Imperial Beach that the above-listed findings and recitals are true and correct and are incorporated by reference; and
BE IT FURTHER RESOLVED by the City Council of the City of Imperial Beach that the Regular Coastal Permit (CP-25-0005), Design Review Case (DRC-25-0004), Site Plan Review (SPR-25-0004), and Tentative Parcel Map (TM-25-0002) for the Project are hereby approved subject to the following:

CONDITIONS OF APPROVAL:

PLANNNG

1. Approval for Regular Coastal Permit (CP-25-0005), Design Review Case (DRC-25- 0004), Site Plan Review (SPR-25-0004), and Tentative Map (TM-25-0002)is valid for three years from the effective date following final action by the City Council (10 working days following final action) and shall expire at the end of business on July 7, 2029, unless vested with substantial construction pursuant to an approved building permit.

Approvals for Regular Coastal Permit (CP-25-0005), Design Review Case (DRC-25- 0004), Site Plan Review (SPR-25-0004), and Tentative Map (TM-25-0002) shall run coterminous.

2. The site shall be developed in substantial compliance with the plans dated June 8, 2026, on file at the Community Development Department, or as otherwise amended and approved, and the conditions contained herein.

3. Noise shall not have a negative effect on the existing neighborhood. If the property receives any noise complaints, the property owner shall investigate said complaint and mitigate any issues to meet IBMC noise requirements (IBMC 9.32 – Noise).

4. Lighting shall not have a negative effect on the existing neighborhood. All lighting shall be situated and adjusted to shine only on the subject property. If the property receives complaints related to lighting, the property owner shall investigate said complaint and mitigate any issues (adjustment, shades, removal of light, etc.).

5. All lighting for the Project must be in conformance with IBMC Chapter 19.56 Lighting Regulations. Should neighborhood concerns or issues arise related to lighting, the owner is required to mitigate the impacts through modification, discontinuance or abatement of the lighting to the satisfaction of the City.

6. No work for which a building permit is required shall be performed within the hours of 7:00 P.M. - 7:00 A.M. Monday - Friday, nor prior to 8:00 A.M. or after 5:00 P.M. on Saturday nor anytime on Sundays. A sign shall be posted at a conspicuous location near the main entry to the site, prominently displaying these hour restrictions.

7. Any work proposed in the right-of-way requires issuance of a temporary encroachment permit prior to installation or approval.

8. Drought tolerant landscaping shall be provided throughout the site.

9. All landscaped areas on site and within the public right-of-way adjacent to the property shall be drought tolerant and shall be permanently irrigated and maintained by the applicant/owner in a healthy condition, free from weeds, trash, and debris.

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10. A permanent irrigation system shall be installed and permanently maintained to serve all landscaped areas. The Applicant/owner shall comply with all State requirements for the Model Water Efficient Landscape Ordinance.

11. Prior to final inspection of the building permit, the property owner shall execute an encroachment permit agreement with the City of Imperial Beach for all landscaping and irrigation improvements located within the public right-of-way adjacent to 829 Seacoast Drive.

12. The allowance of off-site landscaping to satisfy the 15% requirement is approved solely for this Project and shall not be construed as an IBMC interpretation, waiver, or precedent for any future development.

13. This Project is subject to all Model Codes, State Codes and City Ordinances adopted by the City of Imperial Beach.

14. The property owner shall pay off any deficits in his project account (USE-25-0034) prior to building permit issuance and prior to final inspection.

15. The Project shall be constructed in substantial conformance with the plans and Project materials approved by the City Council. In the event that approved exterior materials become unavailable or project cost considerations necessitate material substitutions, the Community Development Director and/or City Manager may approve alternative exterior materials administratively, provided the substitute materials are of comparable quality and appearance and maintain the overall design intent, architectural character, and visual quality of the approved Project. Any modification determined by the Community Development Director and/or City Manager to constitute a substantial deviation from the approved Project shall require review and approval by the original decision-making authority or other applicable reviewing body, as determined by the IBMC.

16. All privately owned public utility distribution systems and service facilities within the boundaries of any subdivision shall henceforth be placed underground. Transformers, terminal boxes, meter cabinets, pedestals, concealed ducts and other facilities necessarily appurtenant to such underground utilities and street lighting systems may be placed aboveground (IBMC Section 13.08.030).

17. At the discretion of the City Engineer, the Applicant may be required to prepare and submit a separate Public Improvement Plan illustrating all required improvements along Seacoast Drive and Date Avenue. If required, all applicable public improvements shall be reflected on the recordation mylars and other associated mapping documents to the satisfaction of the City Engineer.

18. The property owner shall read, understand, and accept the conditions listed herein and shall, within 30 days, return the signed Affidavit accepting said conditions.

BUILDING DIVISION

19. Applicant must obtain all required building permits (Building, Plumbing, Mechanical, Electrical, Grading etc.) for this Project. Construction shall comply with all applicable codes adopted at time of building permit application.

20. Provide a note on plans: “Prior to Foundation Inspection a survey of the property shall be conducted from a California Licensed Surveyor and survey pins shall be in placed to identify the corners”.

21. All projects greater than or equal to twenty-five thousand dollars ($25,000), or which involve the construction and/or demolition of two-hundred-fifty (250) square feet or more

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of floor space shall comply with IBMC Chapter 8.38. A completed Waste Management Plan shall be submitted with the building permit application.

22. Plans deviating from conventional wood frame construction shall have the structural portions signed and sealed by the California state licensed engineer or architect responsible for their preparation, along with structural calculations. (California Business and Professions Code).

23. Please contact the San Diego Gas & Electric (“SDGE”) Project Planning Team (Metro Service Order Team) at 619-230-7800 to confirm compliance with their service standards.

24. Per SDGE Service Standards and Guide SG 014.1-5, a service lateral will be provided to each building containing two (2) or more residential units on a single parcel of land.

Each building will have the meters for the units within that building grouped in one central location.

25. A soils report must be provided with the building permit application. The report shall include foundation design recommendations based on the engineer's findings and shall comply with Section R401.4.

26. Should the soils engineer recommend that he/she review the foundation excavations, provide a note on the foundation plan that states, "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that:
a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report."

27. A letter will need to be provided from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soils report).

PUBLIC WORKS DEPARTMENT

28. Proposed sewer connection to City main to be shown on plans. Applicant may request during the plan check to connect each building sewer to a common sewer system extension that leads to the public sewer system provided that the sewer system extension is adequately sized.

29. New sewer connection to the main line shall be coordinated with the City Sewer Division.

30. Abandonment of the existing sewer lateral(s) shall occur pursuant to the Greenbook standards or other approved building standards. Include abandonment procedures on the building plans for City approval.

31. All sewer laterals shall be installed per Regional Standards SS-01 through SS-04. Upon completion, the Applicant shall contact the Public Works Department for an inspection of the tie to the Main by calling the Public Works Director or designee at (619) 423-8311.

32. Applicant will be required to install a new sewer manhole along the alley north of the property, at the point of connection to the existing sewer main.

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33. No building roof or landscape water drains may be piped to the street or onto impervious surfaces that lead to the street. A design that has these water discharges directly into the storm drain conveyance system (onto an impervious surface that flows to the street) is in violation of the Municipal Storm Water Permit - Order R9-2013-0001.

34. The owner of private property adjoining the public right-of-way shall be responsible to plant, install, and maintain landscaping in the area between the curb and the private property line for the entire frontage of the property. Such maintenance shall include watering, mowing, edging, clearing of weeds, but excludes routine maintenance of Cityowned trees. The installation of a landscape-watering system to service the area between the curb and private property line is required per IBMC 19.50.040.F.

35. Tree wells along Seacoast Drive are to be constructed according to San Diego Regional Standard Drawings L-01, L-04, and L-06.

36. Building foundation elevations shall be at least one (1) foot above gutter line to minimize flooding during storm conditions.

37. The parcel’s impervious surfaces are not to increase beyond that proposed in the Project review drawings. This will be as a post-construction condition in order to maximize the water runoff infiltration area on the parcel in compliance with Municipal Storm Water Permit – Order R9-2013-0001.

38. Along the public right-of-way, the Applicant shall eliminate any existing tripping hazard caused by the condition of the existing public sidewalk along the property frontage. The remedial work required herein shall be performed to the satisfaction of the Public Works Director.

39. For any work to be performed in the street or alley, a traffic control plan must be submitted for approval by the Public Works Director a minimum of 5 working days in advance of any proposed street work. Traffic control plan is to be per Regional Standard Drawings or the California Department of Transportation (CALTRANS) Traffic Control Manual.

40. The Applicant shall be responsible for informing the public of the traffic conditions existing within the construction area at all times by placement of appropriate warning and advisory signs. The Applicant shall also provide and maintain all traffic control and safety items. Barricades and any other delineation in the right-of-way shall be required and maintained by Applicant for the duration of the right-of-way improvements. Applicant assumes sole and complete responsibility for the job and site conditions during the course of construction, including safety of all persons and property. This requirement shall apply continuously twenty-four (24) hours per day and shall not be limited to normal work hours.

41. For any project that proposes work within the public right-of-way (i.e., driveway removal/construction, sidewalk removal/construction, street or alley demolition/reconstruction, sewer lateral trenching and installation, landscaping and irrigation, fences, walls within the public right-of-way, etc.), a Temporary Encroachment Permit (“TEP”) shall be applied for and approved either prior to or concurrent with issuance of the building permit required for the Project. Application for a TEP shall be made on forms available at the Public Works Department.

42. The proposed driveway shall be constructed in a manner so as to:
a) Maintain existing stormwater runoff flows;

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b) Avoid the flow of stormwater across the new driveway (or associated sidewalk); and
c) Include the installation of an expansion joint between the paved surface on the private property and the paved surface of the public right-of-way.

43. For alley, sidewalk or curb & gutter replacement ensure compliance with San Diego Regional Standard Drawing G-11 (Concrete Curb, Gutter, Sidewalk & Pavement Removal and Replacement) in that, the “Area to be removed [must be] 5’ or from joint to joint in panel, whichever is less.” The distance between joints or score marks must be a minimum of 5-feet. Where the distance from “Area to be removed”, to existing joint, edge or score mark is less than the minimum shown, “Area to be removed” shall be extended to that joint, edge or score mark.

44. All existing sidewalks and pedestrian access ramps abutting the property that do not conform to ADA standards shall be reconstructed and replaced per SDRSD G-7, with sidewalk joint locations per SDRSD G-9 and concrete joint details per SDRSD G-10.

45. All existing sidewalk, curb, and gutter abutting the property along Date Avenue to be replaced with new sidewalk and standard G-11 curb and gutter.

46. A property relinquishment may be given to the City to move the existing pedestrian ramp at the southwest corner of the property into the City right-of-way. If such an agreement is not made, the existing pedestrian access ramp at southwest corner of the property is to be removed, replaced and to be bulbed out and relocated approximately three (3) feet south to eliminate existing access ramp conflict with proposed development and more closely match other pedestrian access ramps of Date/Seacoast intersection.

47. Where existing right-of-way pavement is to be removed, a clean, neat line shall be sawcut at the edge of existing pavement where the new replacement pavement is to be installed. A minimum twelve (12) inch cut shall be provided between a new driveway, curb or other concrete work that meets with asphalt. This will give a clean, compactable area to transition from new concrete to existing road surface. All driveways or sidewalks shall be poured as soon as possible after disturbance of existing pavement to prevent erosion of pavement integrity. Any damaged pavement shall be repaired with like material to the satisfaction of the Public Works Director. Existing street widths shall not be narrowed as a result of apron placement. All trench resurfacing shall be performed in accordance with the standards shown below and shall be subject to inspection by the City’s Public Work Director or designee. The permittee shall be responsible for calling for an inspection at (619) 423-8311. Trenches and improvements in streets shall conform to regional standards as follows:
a) Trenches wider than six (6) inches: Use Regional Standard G-24 type B. The base hall be compacted with twelve (12) inch maximum lifts to 95% modified proctor and test reports
b) Trenches six (6) inches or less: Use regional standard G-34 Type C. Call for an inspection prior to the Asphalt repair at (619) 423-8311. c) Traffic Control plans shall be followed per approved plans and adjusted by the contractor for changing conditions.
d) Trench plates used for a SDGE gas connection (which can take several weeks), or on downhill road sections, need to be ground down so plates are flush with roadway. All plates are to be slip resistant. All open trenches in roadway shall be

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plated and secured at the end of the workday. All other open trenches shall be plated or covered in heavy plywood.
e) Where a curb exists, the Applicant shall bore under curb or saw cut a minimum of the width of the asphalt patch and replace with same construction. f) No trench shall be opened in any street for the purpose of laying pipes, conduits or ducts except when the prior written consent of the Director of Public Works has been obtained. Construction shall include restoration of all speed controls (bumps or humps) and all striping and/or any signage that may be disturbed as the result of Project implementation. Restoration of disturbed speed humps shall include a double coat of speed hump paint with glass crystals. No open trench shall be allowed across any street or within 10 feet of any travel way.

48. All alley, driveway, sidewalk, or curb and gutter construction within the City right-of-way shall require either a “CLASS A” or “C-8” Contractor’s license. All sewer lateral installations and trenching work within the City right-of-way shall require a “CLASS A” Contractor’s license.

49. Permittee/Applicant shall schedule inspections with the Public Works Department (619) 423-8311 at least 24 hours prior to need as follows:
a) Sidewalk, Driveway, Curb and Gutter and other Concrete Work Pre-pour and Final
b) Street Excavation T-Cut and Final
c) Sewer Lateral Capping during Demolition and New Lateral Connection to Main d) All Other Encroachment Activity Final

50. Any disposal/transportation of solid/construction waste in roll off containers must be contracted through EDCO Disposal Corporation unless the hauling capability exists integral to the prime contractor performing the work.

51. Ensure construction design includes adequate storage (out of the front yard setback) for three (3) trash barrels (regular trash, recycled waste, green waste).

52. Property owner must institute Best Management Practices (“BMP”) to prevent contamination of storm drains, ground water and receiving waters during both construction and post construction. The property owner’s or Applicant’s BMPs shall include but are not limited to:
a) Containment of all construction water used in conjunction with the construction.

Contained construction water is to be properly disposed in accordance with Federal, State, and City statutes, regulations and ordinances. b) All recyclable construction waste must be properly recycled and not disposed of in the landfill.
c) Water used on site must be prevented from entering the storm drain conveyance system (i.e. streets, gutters, alley, storm drain ditches, storm drain pipes). d) All wastewater resulting from cleaning construction tools and equipment must be contained on site and properly disposed in accordance with Federal, State, and City statutes, regulations, and ordinances.
e) Erosion control - All sediment on the construction site must be contained on the construction site and not permitted to enter the storm drain conveyance system.

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Applicant is to cover disturbed and exposed soil areas of the Project with plastic– like material (or equivalent product) to prevent sediment removal into the storm drain system. See California Stormwater Quality Association’s (CASQA) Construction Best Management Practices Handbook for other alternative erosion and sediment control BMPs.

53. Two days prior to any excavation, “Dig-Alert” (800) 227-2600 shall be notified to locate all known underground utilities.

ENGINEERING DIVISION (MICHAEL BAKER INTERNATIONAL)

54. The Applicant shall comply with all Conditions of Approval outlined in the Public Works Memorandum dated December 16, 2025. These conditions shall be incorporated into the Precise Grading Plan. At the time of Building Permit application, the Applicant shall also include a separate “Public Works Conditions of Approval” sheet that lists all applicable Public Works conditions.

55. Conditions shall be reflected upon the submittal of a Precise Grading Plan:
a) Site drainage shall be designed such that, in the event of plugged or overloaded inlets/outlets, storm flows will be conveyed in a manner that is not detrimental to the site or other properties; and
b) Patio/Deck drains, when used, shall be no more than 25 feet apart, and no single drain shall serve more than 250 square feet of area. There shall be no direct connection between the pool deck drains and the sewer or plumbing drainage systems. They shall not drain to the pool gutter or recirculation systems.

56. Conditions shall be reflected upon the submittal of a Precise Grading Plan:
a) The grading for the Project shall be performed under the observation of a Registered Civil Engineer whose responsibility shall be to coordinate site inspection and testing to ensure compliance with the approved Grading Plan.

The Project Engineer shall submit reports to the City Engineer to verify compliance, as deemed necessary.

57. Conditions shall be reflected upon the submittal of a Precise Grading Plan:

The Grading Plan shall be prepared to the satisfaction of the City Engineer and shall:
a) Include a topographic map to be prepared by a Registered Civil Engineer or a Licensed Land Surveyor. The topographic map shall indicate property lines, topographic features and existing and/or proposed structures. Said map shall include two-foot contour lines and/or sufficient spot elevations to clearly represent existing and proposed topographical features, and existing and proposed drainage patterns. Survey shall extend minimum 25-feet beyond limits of work. Said map shall also show entire property boundary including any assumed found monuments, and bearings and distances based on record information;
b) Include a grading cost estimate for review, based on the City of San Diego’s Unit Price List. A separate cost estimate shall be prepared for Private Improvements and one for public improvements;
c) Depict the limits of grading and provide at least two cross sections through the property;

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d) Include provisions to collect, convey, and discharge storm water in an appropriate manner, considering the added impact of impervious surface area to the site and ensure that storm water will not be concentrated and discharged across adjacent properties;
e) Include a Hydrology/Hydraulic Report prepared by a Registered Engineer that addresses how storm water will be adequately collected and conveyed on and across the subject property. The report shall also address the tributary area for run-off directed to and across the subject property. The report shall Address:
i. The tributary area for run-off directed to and across the subject property. ii. Calculations and details demonstrating that if proposed inlets/outlets, etc. are plugged or overloaded, the site is capable of conveying storm flows in a manner that is not detrimental (including flooding and erosion) to surrounding properties.
iii. Shall address both existing and proposed conditions. iv. Shall provide calculations for the 100-year events for pre- and postconditions. f) Incorporate all recommendations pursuant to the Hydrology/Hydraulic Report prepared for the Project;
g) Include mitigation measures and Project modifications as recommended in the required Geotechnical Report prepared for the Project;
h) Depict the location of existing or proposed easements within the property boundary;
i) Depict the existing sewer and water mains and laterals serving the residence; j) Include the methods for providing temporary erosion control during the construction phase of the Project, complete with the inclusion of standard grading and erosion control notes on the plans;
k) Include storm drain run-off BMTs that minimize the volumes of urban run-off discharge to City rights-of-way, as acceptable to the City Engineer. Ensure that the development will minimize the amount of impervious surface area and maximize the on-site dissipation of storm water run-off; l) If the Project involves demolition of an existing structure or surface improvements, the grading and erosion control plans shall be approved by the City Engineer prior to the issuance of a demolition permit. No demolition shall be permitted without an approved erosion control plan;
m) The Demolition Plans must be submitted prior to or concurrent with the grading plans.
n) Include a Priority Development Project Storm Water Quality Management Plan (PDP SWQMP) that provides sizing for all necessary site design BMPs that adheres to the City of Imperial Beach BMP Design Manual. The Project shall install and maintain all permanent stormwater treatment site designs and BMPs shown in the approved SWQMP, including but not limited to:
i. Impervious Area Dispersion
ii. Tree Wells

Page 144 of 207 ends

Resolution No. 2026-061

Page 14 of 17 ends

iii. Permeable Pavement
o) All BMPs shall be sized, constructed, and maintained in compliance with the approved SWQMP, the City of Imperial Beach BMP Design Manual, and applicable manufacturer specifications.
p) For stormwater pollution control purposes, all runoff from all roof drains shall discharge onto grass and landscape areas prior to collection and discharge onto the street and/or into the public storm drain system unless directly connected to an adequately designed BMP facility to the maximum extent practical.

Grass/landscape areas and BMPs designated for stormwater pollution control shall not be modified without a permit from the City; and q) Following construction completion, the Project designer shall inspect as-built improvements. Significant discrepancies, if any, between the approved plans and as-built conditions shall be brought to the attention of the Planning and Community Development Department and City Engineer. An as-built plan prepared by the Project designer will be required. Prior to final sign-off by the City Engineer, the Project designer shall sign the as-built plan indicating that the Project was completed in accordance with said plan.

58. The Applicant shall include a Geotechnical Report with their submittal for a Precise Grading Plan. The Report shall be prepared, signed and sealed by a Certified Engineering Geologist and a Geotechnical Engineer or Registered Civil Engineer. This Report shall be subject to review and approval by the City Engineer, City Building Department, and if deemed necessary, a third-party with expertise in geotechnical issues. The report required herein shall:
a) Include all standard information as required by the City’s Grading Ordinance; b) Evaluate existing site constraints;
c) Provide any mitigation measures as necessary;
d) Include the preparation of field tests to be performed at the site during construction, so as to ensure that field conditions are suitable for the approved construction. The results of such tests may necessitate revisions to the Project with such revisions subject to review by the appropriate City entities; e) Address the feasibility of long-term infiltration of stormwater runoff onsite, and if subdrains will be required for any proposed infiltration BMPs; f) Address the presence of groundwater and the need to provide subdrains for groundwater extraction. If extracted groundwater is discharged to surface waters, the Project must comply with State RWQCB Order No. R9-2008-0002; and g) Provide recommendations for any special construction methods as necessary.

59. Conditions shall be reflected upon the submittal of a Precise Grading Plan:
a) Prior to the issuance of Grading Permits, the Applicant shall obtain letters of permission from affected property owners if construction or construction access is required across property lines; and
b) The following note shall be included on the plans for the Permit: “No grading shall occur outside the limits of the approved grading plan unless prior written authorization is obtained from the City and the owners of any other affected properties”.

Page 145 of 207 ends

Resolution No. 2026-061

Page 15 of 17 ends

60. For the Erosion Control Plan, the Applicant shall utilize sediment controls only as a supplement to erosion prevention for keeping sediment on-site during construction – NEVER as a single or primary method.
a) The Applicant shall clear and grade only the areas on the Project site that are necessary for construction. These areas shall be clearly denoted on the plans; b) The Applicant shall minimize exposure time of disturbed soil areas; c) E-7C It is the responsibility of contractor and homeowner to make sure that all debris tracked into the public right-of-way is cleaned up on a daily basis. Mud, silt, concrete and other construction debris SHALL NOT be washed into the City’s MS4 system;
d) E-7D The Applicant shall submit a schedule to the City for review and approval, with proposed dates, demonstrating the minimization of grading during the wet season and coinciding the grading with dry weather periods, permanent revegetation and landscaping as early as feasible, temporary stabilization and reseeding of disturbed soil areas as early as feasible; and e) E-7E The contractor is required to provide periodic and continuous maintenance of all BMP devices/facilities listed in the City approved SWQMP for the Project. This includes but is not limited to, filter material replacement and sediment removal, as required to assure peak performance of all BMPs.

61. Upon the submittal of the Final Map, the Applicant shall prepare an updated title report dated within 90 days for the property.

62. Conditions shall be reflected upon the submittal of a Precise Grading Plan:
a) Since driveway access is from the Alley, a sight distance analysis will be required at the point of entry to public street traffic (the Alley). The exhibit will require review and approval prior to approval of the Grading/Drainage Plan.

63. Prior to issuance of Grading Permit the Applicant must provide a letter from any easement holder authorizing the proposed improvements within the existing easement.

64. Any proposed change to the approved Grading Plan or any expansion or modification to the approved development, including changes to structures, building locations, elevations, parking allocation, or utilities shall require that a construction change be submitted to City for review and approval.

65. Applicant is required to provide verification of post construction BMP maintenance provisions through a legal agreement, covenant, CEQA mitigation requirement, and / or Conditional Use Permit. Agreement is provided through the Public Works Department.

66. The perpetuation of survey monuments is required and intended to protect both public and private property rights in accordance with federal and state law. Monument perpetuation shall be performed with every Grading Plan and Street Improvement Plan.

A land surveyor shall, upon completion of Drainage/Grading Plan, or new improvements, reset any monuments that have been destroyed due to the construction of the Project and must file a post-construction Corner Record or Record of Survey with the County Surveyor.

67. A condominium Parcel Map shall be required to subdivide the property into one (1) parcel(s), consisting of six (6) residential dwelling units and one (1) commercial unit.

With the map, the Project developer shall set forth the maintenance areas of the proposed development and maintenance responsibilities. The Project developer shall

Page 146 of 207 ends

Resolution No. 2026-061

Page 16 of 17 ends

record Covenants, Conditions, and Restrictions (CC&R) at the time of recordation of the map which shall create a Homeowners Association for the development. The CC&Rs shall be subject to the review and approval of the City Attorney, Community Development Director, and the City Engineer prior to recordation of the map. The Homeowners Association shall be responsible for the maintenance of the private street, private utilities, storm water treatment areas within the map boundary and the storm water treatment area within the Private Storm Drain Easement (PSDE) on the property and other common areas not within the area of a dedicated public street and facilities on the site. The Project CC&Rs shall include an exhibit showing the location of all the common private improvements to be maintained by the Homeowners Association. The City shall be granted the rights and remedies of the association, but not the obligation, to enforce the maintenance responsibilities of the property owner’s association;

68. Any dedications, open offers of dedication, or grants of easements to the City may be dedicated and accepted on the face of the map. Agreement or other required items shall be recorded as separate documents concurrently after recordation of the map;

69. The Applicant's engineer/surveyor shall submit a preliminary copy of the Parcel Map along with a preliminary copy of the title report, traverse calculations, monumentation bond estimate and a copy of the adjoining deeds and/or recorded maps to the City; and

70. The developer's title company shall record the CC&R's, Homeowner Association Maintenance Agreement, any grant deeds or easements, and any other required documents concurrently after recordation of the Final Map with the San Diego County Recorder's Office. After the recording of these documents the City shall be provided with a legible recorded copy.

CALIFORNIA AMERICAN WATER

71. Please contact Matthew Schuler at California American Water District; 619-446-5713 or [email protected], to determine water service requirements for the Project.

FIRE DEPARTMENT

72. Prior to issuance of building permits, the Applicant shall demonstrate compliance with the fire flow requirements and calculations approved by California American Water, dated January 26, 2026, to the satisfaction of the Imperial Beach Fire Department.

Appeal Process under the California Code of Civil Procedure (“CCP”): The time within which judicial review of a City Council decision must be sought is governed by Section 1094.6 of the CCP. A right to appeal a City Council decision is governed by CCP Section 1094.5 and Chapter 1.18 of the IBMC.

PROTEST PROVISION: The 90-day period in which any party may file a protest, pursuant to Government Code Section 66020, of the fees, dedications or exactions imposed on this development Project begins on the date of the final decision.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Imperial Beach, California, as follows:

1. That the foregoing recitals are true and correct.

2. That Regular Coastal Permit (CP-25-0005), Design Review Case (DRC-25- 0004), Site Plan Review (SPR-25-0004), Tentative Map (TM-25-0002), and

Page 147 of 207 ends

Resolution No. 2026-061

Page 17 of 17 ends

CEQA Exemption pursuant to Section 15332 are approved for the construction of one new, three-story, mixed-use building with 1,847 square feet of commercial space, six dwelling units, and 14 parking spaces at 829 Seacoast Drive (APN 625-272-23-00), subject to the conditions set forth in this resolution.

PASSED, APPROVED, AND ADOPTED by the City Council of the City of Imperial Beach, California, at its regular meeting held on the 17th day of June 2026, by the following vote:

AYES: COUNCILMEMBERS:

NOES: COUNCILMEMBERS:

ABSENT: COUNCILMEMBERS:

MITCHELL D. MCKAY, MAYOR
ATTEST:

JACQUELINE M. KELLY, MMC

CITY CLERK

Page 148 of 207 ends

C
OPYRIGHT©2023KNITTERPARTNERS INTERNATIONAL, INC

KNITTERPARTNERS
INTERNATIONAL,INC.

KPI architecture & pla
nning
17752MITCHELLNORTH,SUITEC IRVINE, CALIFORNIA 92614-6802 949.752.1177 www.knitter.com6/8/ 26 23026
Monday, June 8, 2026, 1:13 PM, /Volumes/gi/2023/23026 - FAR WEST - 829 Seacoast/23026 - Seacoast - ArchiCAD/23026 Seacoast & Date mixed use ALT 7.4.pln, Sergio Sendowsky A-0.01

SHEETTITLE

SHEETNUMBER

PROJECT INFO
NO.DATEREVISION
SHEET ISSUEDATE:

DRAWNBY:

PROJECTMANAGER:

PROJECTNUMBER:

Far West Industries17731 Mitchell N, Suite 200Irvine, California 92614 Seacoast & Date Mixed Use
Seacoast Drive & Date Avenue
Imperial Beach, California 91932
APN: 625-272-2300

THISDOCUMENT ISTHEPROPERTYANDCOPYRIGHTOF
KNITTERPARTNERS INTERNATIONAL, INC.ANDSHALLNOTBE

USEDONANYOTHERWORK,BEREPRODUCEDORDISCLOSED

TOOTHERSEXCEPTBYWRITTENAUTHORIZATIONFROM
KNITTERPARTNERS INTERNATIONAL, INC.

SITE
PLAN
CLIENT:PROJECT:

PLAN
NORTH
7 T
RASH
14 1 2 3 4 5 6
8 9 10 11 12
13 95.21'

5.10'

LANDSCAPE

5.00'

0.50'
[A]

6.67'
[B]

2.17'
[C]

22.00'
[D]

5.00'
[E]

26.00'
[F]

7.17'
[G]

21.50'
[H]

72.49' = 76%
(60% MIN.)

22.74' = 24%
(40% MAX.)

2.99' 91.00' [x 60% = 54'-8"]

STREET-FACING FACADES OF GROUND FLOOR NON-RESIDENTIAL USES

1.24'

12.8'1

2.8' 12.8' 1

3.3' 13.1' 13.1' 12.6' 12.4' 1

3.0' pL A L L E Y D A T E A V E N
UE
pL pL
pL

DIRECT PEDESTRIAN ACCESS FROM THE SEACOAST DRIVE
DIRECT PEDESTRIAN ACCESS FROM THE SEACOAST DRIVE [B+D+F= 54'-8"]

USABLEOPENSPACE
773sqft

CIRCULATION
125sqft

CIRCULATION
94sqft

LANDSCAPE
159sqft

LANDSCAPE
183sqft

S E A C O A S T D R I V E
N.A.P.

MEDIUM DENSITY RESIDENTIAL
R-2000
N.A.P.

SEACOASTCOMMERCIAL&MIXED-USE
C/MU2

TOWNHOME
UNIT101
571sqft

5.00' SETBACK±6.83' ± 12.3
4' U
NIT101
UNIT202
UNIT203
UNIT204
UNIT205
UNIT206GUEST
GUEST
GUEST
GUEST
GUEST
GUEST

COMMERCIALSPACE
UNIT001
1,847sqft
PLAN

NORTHSIT
E

EVERGREENAVE
ELMAVE

DATEAVE

DAISYAVE

DONAXAVE

DAHLIAAVE

PALMAVE
3rd ST

SEACOASTDR
2nd ST
4thST

PACIFIC
OCEAN
5th ST

CAROLINAST
7th ST
75 S
S
13 13
13 1
2 N0° 35' 15"E
N
8 9
°
1 9
'
5 7
"
W
N
8 9
°
1 3
'
4 9
"
W
13 0. 0
1 2
.00

12.00 12.00
12 .00
11 0. 0
4 0
2 1
1 .
2 7
S
TA
4 0
3 1
1 .
4 5
S
TA
4 0
4 1
1 .
1 7
S
TA
4 0
6 1
2 .
8 8
S
TA

SITEPLAN
05' 10' 20' VICINIT
Y
ZONE
C/MU-2
Seacoast Commercial And Mixed-Use Zone

LOT AREA
9,550 sq ft 3,000 sq ft min.

0.22 AC AC GROSS
BUILDING HEIGHT 3 STORIES 3 STORIES MAX.
30 FEET 30 FEET MAX.

BASE RESIDENTIAL DENSITY 1 DU/1,500 sq ft 6 DU 6.37 DU

TOTAL MIX

PARKING USABLE OPEN SPACE
1 BUILDING REQUIRED TOTAL REQUIRED PROPOSED

FIRST SECOND THIRD
*00 CIRCULATION 219 sq ft 93 sq ft 0 sq ft 312 sq ft 982 sq ft 001 COMMERCIAL 1,847 sq ft 0 sq ft 0 sq ft 1,847 sq ft 1,080 sq ft 1,115 sq ft 35 sq ft 10111 16.67%
300 sq ft x UNIT
503 sq ft 203 sq ft
20211 16.67% 702 sq ft 402 sq ft
2031 16.67% 768 sq ft 468 sq ft
20411 16.67% 211 sq ft -89 sq ft
20511 16.67% 927 sq ft 627 sq ft
20611 16.67% 861 sq ft 561 sq ft
TOTAL 13,139 sq ft66 100.00%
REQUIRED 10 SPACES
REQUIRED 1800 sq ft 6,069 sq ft
14 SPACES PROPOSED
R-1500 Standards 4,269 sq ft

BUILDING A TOTAL FIRST SECOND THIRD
FLOOR AREA 2,637 sq ft 6,466 sq ft 4,036 sq ft 13,139 sq ft SITE AREA 9,550 sq ft
FLOOR AREA RATIO MAX 2.5 1.38
FLOOR AREA RATIO (F.A.R.) = BUILDING AREA / SITE AREA

BUILDING A
6 UNITS
1 SPACE x
1,000 sq ft
REQUIRED 1
SPACES
60% of
REQ'D =

TOWNHOME
1,753 sq ft

1.5 SPACES x
UNIT
REQUIRED 1.5
SPACES

TOWNHOME
1,667 sq ft
REQUIRED 1.5
SPACES

TOWNHOME
1,772 sq ft
1 REQUIRED 1.5
SPACES

TOWNHOME
1,877 sq ft
REQUIRED 1.5
SPACES

SPLIT LEVEL
2,009 sq ft
REQUIRED 1.5
SPACES

SPLIT LEVEL
1,902 sq ft
REQUIRED 1.5
SPACES
SITE

BUILDING
UNITS

PARKING
SHEET
A-0.01
A-1.01
A-1.02
A-1.03
A-1.04
A-1.05
A-1.06
A-10.01
A-10.02
A-10.03
A-10.04
A-10.05
A-10.06
A-90.01
TITTLE
PLAN
1stFLOOR-RETAIL,RESIDENTIAL,&PARKING
2ndFLOOR-RESIDENTIAL
3rdFLOOR-RESIDENTIAL

ROOFTOP-RESIDENTIALOPENSPACE

ELEVATIONS

SECTIONS
101PLAN
202PLAN
203PLAN
204PLAN
205PLAN
206PLAN
1stFLOOR-RETAIL,RESIDENTIAL,&PARKING

SHEET INDEX
Attachment 2

Page 149 of 207 ends

C
OPYRIGHT©2023KNITTERPARTNERS INTERNATIONAL, INC

KNITTERPARTNERS
INTERNATIONAL,INC.

SHEETTITLE

SHEETNUMBER

PROJECT INFO
NO.DATEREVISION
SHEET ISSUEDATE:

DRAWNBY:

PROJECTMANAGER:

PROJECTNUMBER:

Far West Industries17731 Mitchell N, Suite 200Irvine, California 92614 Seacoast & Date Mixed Use
Seacoast Drive & Date Avenue
Imperial Beach, California 91932
APN: 625-272-2300

THISDOCUMENT ISTHEPROPERTYANDCOPYRIGHTOF
KNITTERPARTNERS INTERNATIONAL, INC.ANDSHALLNOTBE

USEDONANYOTHERWORK,BEREPRODUCEDORDISCLOSED

TOOTHERSEXCEPTBYWRITTENAUTHORIZATIONFROM
KNITTERPARTNERS INTERNATIONAL, INC.

BUILDING
1stFLOOR-RETAIL,

RESIDENTIAL,&
PARKINGCLIENT:

PROJECT:

PLAN
NORTH
7 T
RASH
14 1 2 3 4 5 6
8 9 10 11 12
13 95'-21/2"
5'-11/4"

LANDSCAPE
5'-0"
6"
[A]
6'-8"
[B]
2'-2"
[C]
22'-0"
[D]
5'-0"
[E]
26'-0"
[F]
7'-2"
[G]
21'-6"
[H]
72'-53/4" = 76%
(60% MIN.)
22'-83/4" = 24%
(40% MAX.)
2'-113/4" 91'-0" [x 60% = 54'-8"]

STREET-FACING FACADES OF GROUND FLOOR NON-RESIDENTIAL USES 1'-23/4"
3'-0"
A.D.A.

PATH
3'-0"
A.D.A.

PATH
3'-0"
A.D.A. PATH
3'-0"
A.D.A.

PATH
3'-0"
A.D.A. PATH
3'-0"
A.D.A. PATH

12.8'1

2.8' 12.8' 1

3.3' 13.1' 13.1' 12.6' 12.4' 1

3.0' 2
3 4
1 A
A-1.06
A
A-1.06
C
A-1.06
C
A-1.06
E
A-1.06
E
A-1.06
H
A-1.06
H
A-1.06
J
A-1.06
J
A-1.06
K
A-1.06
K
A-1.06
L
A-1.06
L
A-1.06
F.D. F.D. F.D. F.D. pL
ALLEY

DATEAVENUE
pL pL
pL
3CY

RECYCLE
3CY
TRASH
GATE

DIRECT PEDESTRIAN ACCESS FROM THE SEACOAST DRIVE

COMMERCIAL
BACKOF-HOUSE
3CY
TRASH
STOR.3
STOR.2STOR.1

METERSFIRE
STOR.4
TOWER

ELEMENT
3CY

RECYCLE

ORGANICS
95GAL.

BICYCLE RACK
DIRECT PEDESTRIAN ACCESS FROM THE SEACOAST DRIVE [B+D+F= 54'-8"] EXIT
STAIR
A.D.A. PATH
A.D.A. PATH
A.D.A. PATH
A.D.A. PATH
A.D.A. PATH
A.D.A. PATH
A.D.A. PATH
A.D.A. PATH
A.D.A. PATH
GATE

USABLEOPENSPACE
773sqft

CIRCULATION
125sqft

CIRCULATION
94sqft

LANDSCAPE
159sqft

LANDSCAPE
183sqft

S E A C O A S T D R I V E
N.A.P.

MEDIUM DENSITY RESIDENTIAL
R-2000
N.A.P.

SEACOASTCOMMERCIAL&MIXED-USE
C/MU2

TOWNHOME
UNIT101
571sqft
5'-0"

SETBACK
±6'-10"
±12'-4"
18'-0"

DRIVEWAY

RESIDENTSPARKING

COMMERCIALPARKING
ENTRY
COURT
UNIT101
UNIT202
UNIT203
UNIT204
UNIT205
UNIT206GUEST
GUEST
GUEST
GUEST
GUEST
GUEST

COMMERCIALSPACE
UNIT001
1,847sqft
+++++++++++++++++
+
S
S
13 13
13 1
2 N0° 35' 15"E
N
8 9
°
1 9
'
5 7
"
W
N
8 9
°
1 3
'
4 9
"
W
13 0. 0
1 2
.00

12.00 12.00
12 .00
11 0. 0
4 0
2 1
1 .
2 7
S
TA
4 0
3 1
1 .
4 5
S
TA
4 0
6 4
0 5
4 0
8 1
4 .
1 1
S
TA
4 0
9 1
3 .
6 3
S
TA
4 1
7 1
4 .
4 7
S
TA
4 1
8 1
3 .
7 8
S
TA
1stFLOOR-RETAIL&PARKING
04' 8' 16'

Page 150 of 207 ends

C
OPYRIGHT©2023KNITTERPARTNERS INTERNATIONAL, INC

KNITTERPARTNERS
INTERNATIONAL,INC.

SHEETTITLE

SHEETNUMBER

PROJECT INFO
NO.DATEREVISION
SHEET ISSUEDATE:

DRAWNBY:

PROJECTMANAGER:

PROJECTNUMBER:

Far West Industries17731 Mitchell N, Suite 200Irvine, California 92614 Seacoast & Date Mixed Use
Seacoast Drive & Date Avenue
Imperial Beach, California 91932
APN: 625-272-2300

THISDOCUMENT ISTHEPROPERTYANDCOPYRIGHTOF
KNITTERPARTNERS INTERNATIONAL, INC.ANDSHALLNOTBE

USEDONANYOTHERWORK,BEREPRODUCEDORDISCLOSED

TOOTHERSEXCEPTBYWRITTENAUTHORIZATIONFROM
KNITTERPARTNERS INTERNATIONAL, INC.

BUILDING
2ndFLOOR-

RESIDENTIAL
CLIENT:PROJECT:
2 3
4 1
A
A-1.06
A
A-1.06
C
A-1.06
C
A-1.06
E
A-1.06
E
A-1.06
H
A-1.06
H
A-1.06
J
A-1.06
J
A-1.06
K
A-1.06
K
A-1.06
L
A-1.06
L
A-1.06
18'-0"
11'-8"
±9'-1
3/4"
6'-0"
5'-0"

STEPBACK
± 1'-0"
±6'-10"
(5'-0"TO10'-0")
±14'-4
1/4"
(5'-0"TO10'-0")
10'-113/4"
[A]
25'-0"
[B]
36'-6"
[C]
3'-8"
[D]
17'-10"
[E]
1'-23/4"
[F]
95'-23/4"
±1'-2
3/4"

22.7' 22.7' 22.7' 22.7' 22.7' 22.7' 22.5' 28.1' 28.1' 27.9' 22.5' 22.5' F.D. F.D.F.D. F.D. F.D. F.D. p F.D. L pL pL pL

MID-LEVEL

MID-LEVEL
2ndFLOOR
2ndFLOOR
5'-0"TO 10'-0" STEPBACK FOR 50% MIN (47'-6") OF SEACOAST DRIVE UPPER STORY [A+C+F= 48'-9"]

COURTYARD

CIRCULATION
93sqft
UNIT204
141sqft DE
CK
DECK

OPENSPACE
978sqft

SPLIT-LEVEL
UNIT206
1,290sqft

TOWNHOME
UNIT101
735sqft

TOWNHOME
UNIT202
973sqft

TOWNHOME
UNIT203
997sqft

SPLIT-LEVEL
UNIT205
1,468sqft
UNIT206
288sqft

TOWNHOME
UNIT204
910sqft
UNITNO.

UNIT101
TYPE

TOWNHOME

TOWNHOME
STORY
123
AREA
571
735
447
UNITNO.
1,753ft²
UNIT202
TYPE

TOWNHOME

TOWNHOME
STORY
23 AREA
973
694
UNITNO.
1,667ft²
UNIT203
TYPE

TOWNHOME

TOWNHOME
STORY
23 AREA
997
775
UNITNO.
1,772ft²
UNIT204
TYPE

TOWNHOME

TOWNHOME
STORY
23 AREA
910
967
UNITNO.
1,877ft²
UNIT205
TYPE

SPLIT-LEVEL

SPLIT-LEVEL
STORY
23 AREA
1,468
541
UNITNO.
2,009ft²
UNIT206
TYPE

SPLIT-LEVEL

SPLIT-LEVEL
STORY
23 AREA
1,290
612
1,902ft²
157
s.f.
66 s.f.
2ndFLOOR-RESIDENTIAL
04' 8' 16'

Page 151 of 207 ends

C
OPYRIGHT©2023KNITTERPARTNERS INTERNATIONAL, INC

KNITTERPARTNERS
INTERNATIONAL,INC.

SHEETTITLE

SHEETNUMBER

PROJECT INFO
NO.DATEREVISION
SHEET ISSUEDATE:

DRAWNBY:

PROJECTMANAGER:

PROJECTNUMBER:

Far West Industries17731 Mitchell N, Suite 200Irvine, California 92614 Seacoast & Date Mixed Use
Seacoast Drive & Date Avenue
Imperial Beach, California 91932
APN: 625-272-2300

THISDOCUMENT ISTHEPROPERTYANDCOPYRIGHTOF
KNITTERPARTNERS INTERNATIONAL, INC.ANDSHALLNOTBE

USEDONANYOTHERWORK,BEREPRODUCEDORDISCLOSED

TOOTHERSEXCEPTBYWRITTENAUTHORIZATIONFROM
KNITTERPARTNERS INTERNATIONAL, INC.

BUILDING
3rdFLOOR-

RESIDENTIAL
CLIENT:PROJECT:
2 3
4 1
A
A-1.06
A
A-1.06
C
A-1.06
C
A-1.06
E
A-1.06
E
A-1.06
H
A-1.06
H
A-1.06
J
A-1.06
J
A-1.06
K
A-1.06
K
A-1.06
L
A-1.06
L
A-1.06
10'-0"

STEPBACK
±14'-4
1/4"
(5'-0"TO10'-0")
10'-113/4"
[A]
25'-0"
[B]
36'-6"
[C]
11'-10"
[D]
9'-8"
[E]
1'-23/4"
[F]
95'-23/4"
±6'-10"
(5'-0"TO10'-0")
±9'-1
3/4"
(5'-0"TO10'-0")
±12'-4
1/4"
(5'-0"TO10'-0")
±1'-2
3/4"
± 1'-0"

32.9' 32.9' 32.9' 32.9' 32.9' 32.8' 32.8' 32.8' 32.8' 32.8' 32.8' 3

2.9' 32.8' F.D. F.D. F.D. F.D. F.D. F.D. R.D. R.D. R.D. R.D. R.D. 4:12 SLP. 4:12 SLP. 4:12 SLP. D.S. D.S. D.S. D.S. D.S. D.S. pL pL pL pL
3rdFLOOR
3rdFLOOR
[A+B+C+F= 73'-9"]
5'-0"TO 10'-0" STEPBACK FOR 50% MIN (47'-6") OF SEACOAST DRIVE UPPER STORY A/C

A/C A/C A/C
UNIT204
70sqft
UNIT205
65sqft
DECK
DECK
DECK
UNIT205

SEEROOFPLAN
DECK
UNIT206

SEEROOFPLAN

TOWNHOME
UNIT101
447sqft

TOWNHOME
UNIT202
694sqft

TOWNHOME
UNIT203
775sqft

TOWNHOME
UNIT204
967sqft

SPLIT-LEVEL
UNIT206
612sqft

SPLIT-LEVEL
UNIT205
541sqft
3rdFLOOR-RESIDENTIAL
04' 8' 16'

Page 152 of 207 ends

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OPYRIGHT©2023KNITTERPARTNERS INTERNATIONAL, INC

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SHEETTITLE

SHEETNUMBER

PROJECT INFO
NO.DATEREVISION
SHEET ISSUEDATE:

DRAWNBY:

PROJECTMANAGER:

PROJECTNUMBER:

Far West Industries17731 Mitchell N, Suite 200Irvine, California 92614 Seacoast & Date Mixed Use
Seacoast Drive & Date Avenue
Imperial Beach, California 91932
APN: 625-272-2300

THISDOCUMENT ISTHEPROPERTYANDCOPYRIGHTOF
KNITTERPARTNERS INTERNATIONAL, INC.ANDSHALLNOTBE

USEDONANYOTHERWORK,BEREPRODUCEDORDISCLOSED

TOOTHERSEXCEPTBYWRITTENAUTHORIZATIONFROM
KNITTERPARTNERS INTERNATIONAL, INC.

BUILDING

ROOFTOP-

RESIDENTIALOPEN
SPACECLIENT:

PROJECT:
2 3
4 1
A
A-1.06
A
A-1.06
C
A-1.06
C
A-1.06
E
A-1.06
E
A-1.06
H
A-1.06
H
A-1.06
J
A-1.06
J
A-1.06
K
A-1.06
K
A-1.06
L
A-1.06
L
A-1.06

38.2'3

8.2' 4

3.2' 43.2' 43.2' F.D. F.D. F.D. F.D. F.D. F.D. F.D. F.D. F.D. F.D. F.D. R.D. R.D. R.D. R.D. R.D. R.D. F.D. pL pL pL pL
SOLAR

SOLARSOLAR
SOLAR
SOLAR
SOLAR

A/C A/C
A/C
UNIT202
702sqft
UNIT205
865sqft
UNIT206
573sqft
UNIT101
503sqft
UNIT203
768sqft
DECK
DECK
DECK
DECK
DECK

ROOFTOP-RESIDENTIALOPENSPACE
04' 8' 16'

Page 153 of 207 ends

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OPYRIGHT©2023KNITTERPARTNERS INTERNATIONAL, INC

KNITTERPARTNERS
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SHEETTITLE

SHEETNUMBER

PROJECT INFO
NO.DATEREVISION
SHEET ISSUEDATE:

DRAWNBY:

PROJECTMANAGER:

PROJECTNUMBER:

Far West Industries17731 Mitchell N, Suite 200Irvine, California 92614 Seacoast & Date Mixed Use
Seacoast Drive & Date Avenue
Imperial Beach, California 91932
APN: 625-272-2300

THISDOCUMENT ISTHEPROPERTYANDCOPYRIGHTOF
KNITTERPARTNERS INTERNATIONAL, INC.ANDSHALLNOTBE

USEDONANYOTHERWORK,BEREPRODUCEDORDISCLOSED

TOOTHERSEXCEPTBYWRITTENAUTHORIZATIONFROM
KNITTERPARTNERS INTERNATIONAL, INC.

BUILDING

ELEVATIONS
CLIENT:PROJECT:

EXTERIORFINISHES

1. ROOFPARAPET
(FLATROOFORDECKBEYOND)

2. METALDECKGUARDRAIL

3. COMPOSITIONROOF

4. MAINBUILDINGCOLORWITHBREAKS

5. ACCENTCOLOR"A"

6. ACCENTCOLOR"B"

7. ACCENTCOLOR"C"

8. HORIZONTALSIDING

9. VERTICALSIDING

10. STUCCOTRIMDETAIL

11. STOREFRONTWINDOWS

12. STONETILEVENEER(RUNNINGBOND)

13. METALWINDOWCANOPY

14. METALENTRYGATE

15. ENTRYDOOR

16. WINDOWSWITH
TRIMACCENTCOLOR"B"

17. BICYCLERACK

18. GARAGEGATE

19. GARAGESECURITYSCREEN
1 WESTELEVATION-SEACOASTDRIVE
04' 8' 16' 2 SOUTH ELEVATION - DATE AVENUE
3 04' 8' 16' EAST ELEVATION 0 4' 8' 16' 4 NORTH ELEVATION - ALLEY 0 4' 8' 16' NWNORTH WEST PERSPECTIVE SWSOUTH WEST PERSPECTIVE NE NORTH EAST PERPECTIVE SE SOUTH EAST PERSPECTIVE SWX SOUTH WEST AXO 45962141615458121171312
45811713122
6 16413241256717
213
2 61241716
31621964
43214164613461618

Page 154 of 207 ends

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SHEETTITLE

SHEETNUMBER

PROJECT INFO
NO.DATEREVISION
SHEET ISSUEDATE:

DRAWNBY:

PROJECTMANAGER:

PROJECTNUMBER:

Far West Industries17731 Mitchell N, Suite 200Irvine, California 92614 Seacoast & Date Mixed Use
Seacoast Drive & Date Avenue
Imperial Beach, California 91932
APN: 625-272-2300

THISDOCUMENT ISTHEPROPERTYANDCOPYRIGHTOF
KNITTERPARTNERS INTERNATIONAL, INC.ANDSHALLNOTBE

USEDONANYOTHERWORK,BEREPRODUCEDORDISCLOSED

TOOTHERSEXCEPTBYWRITTENAUTHORIZATIONFROM
KNITTERPARTNERS INTERNATIONAL, INC.

BUILDING

SECTIONS
CLIENT:PROJECT:
91/2" 29'-71/2" (30'-0" MAX)
15'-0"

COMMERCIAL SPACE
4" 9'-1" 1'-0" 5'-0"
2'-4" 4"
91/2" 29'-71/2" (30'-0" MAX)
8'-7" 1'-4" 9'-1" 1'-2" 9'-1" 1'-2"
+12.8' +28.1' +38.2' +12.6' +22.7' +32.9' +43.2' +

13.5' AVG. GRAD
E
+13.5' AVG. GRAD
E
pLpL

OPENWEBTRUSSES
ALLEY

DATE AVENUE

SPLIT-LEVEL
UNIT205

SPLIT-LEVEL
UNIT206

COMMERCIALPARKING

TOWNHOME
UNIT204

COMMERCIALSPACE
UNIT001
TRASH
8'-1" 1'-4" 9'-1" 1'-2" 9'-1" 1'-2"
31/2" 29'-71/2" (30'-0" MAX)31/2" 29'-71/2" (30'-0" MAX) 8'-1" 1'-4" 9'-1" 1'-2" 9'-1" 1'-2"
+13.1' +22.7' +32.9' +43.2' +

13.5' AVG. GRAD
E
+13.5' AVG. GRAD
E
pLpL
ALLEY

COMMERCIAL
BACKOF-HOUSE

DATE AVENUE

SPLIT-LEVEL
UNIT205

SPLIT-LEVEL
UNIT206

TOWNHOME
UNIT204

RESIDENTSPARKING
8'-7" 1'-2" 9'-3" 1'-2" 9'-1" 1'-2"
8'-3" 1'-4" 9'-1" 1'-2" 9'-1" 1'-2"
51/2" 29'-71/2" (30'-0" MAX)
91/2" 29'-71/2" (30'-0" MAX)
+13.1' +22.7' +32.9' +43.2' +13.1' +22.5' +32.9' +43.2' +

13.5' AVG. GRAD
E
+13.5' AVG. GRAD
E
pLpL
ALLEY

COURTYARD

DATE AVENUE

RESIDENTSPARKINGENTRY
COURT

TOWNHOME
UNIT203
8'-1" 1'-4" 9'-1" 1'-2" 9'-1" 1'-2"
31/2" 29'-71/2" (30'-0" MAX)
10'-0"
STEPBACK5'-
0"

STEPBACK
5'-0"

SETBACK
15'-0"

COMMERCIAL SPACE
4" 9'-1" 1'-0" 10" 4'-2"
2'-4" 4" 3'-4"
+12.8' +28.1' +38.2' +43.2' +

13.3' +22.7' +32.9' +43.2' +12.8' +22.7' +32.9' +43.2' +

13.5' AVG. GRAD
E
+13.5' AVG. GRAD
E
91/2" 29'-71/2" (30'-0" MAX)
pLpL

OPENWEBTRUSSES

COMMERCIAL
BACKOF-HOUSE
N.A.P. R-2000

SEACOAST DRIVE

COMMERCIALSPACE
UNIT001

TOWNHOME
UNIT101
ENTRY
COURT

SPLIT-LEVEL
UNIT206
8'-3" 1'-4" 9'-1" 1'-2" 9'-1" 1'-2"
51/2" 29'-71/2" (30'-0" MAX)
15'-0"

COMMERCIAL SPACE
4" 9'-1" 1'-0" 4'-0" 1'-0"
2'-4" 4"
5'-0"

SETBACK
5'-0"

STEPBACK
91/2" 29'-71/2" (30'-0" MAX)
+12.8' +28.1' +38.2' +43.2' +

13.1' +22.7' +32.9' +43.2' +13.1' +22.7' +32.9' +43.2' +

13.5' AVG. GRAD
E
+13.5' AVG. GRAD
E
10'-0"

STEPBACK
pLpL

OPENWEBTRUSSES

COURTYARD
N.A.P. R-2000

SEACOAST DRIVE

COMMERCIALSPACE
UNIT001

TOWNHOME
UNIT202

SPLIT-LEVEL
UNIT205

RESIDENTSPARKING
14'-0" 1'-4" 9'-7" 1'-0" 3'-6" 1'-0"
51/2" 29'-71/2" (30'-0" MAX)
8'-3" 1'-4" 9'-1" 1'-2" 9'-1" 1'-2"
10'-0"
STEPBACK5'-
0"

STEPBACK
5'-0"

SETBACK
91/2" 29'-71/2" (30'-0" MAX)
+13.1' +22.7' +32.8' +43.2' +13.1' +22.7' +32.9' +43.2' +12.8' +28.1' +38.2' +43.2' 7'-0" CLR. +13.5' AVG. GRAD
E
+13.5' AVG. GRAD
E
pLpL

EXITSTAIRCOURTYARD
N.A.P. R-2000

SEACOAST DRIVE

TOWNHOME
UNIT202

SPLIT-LEVEL
UNIT205

RESIDENTSPARKING
8'-7" 1'-4" 9'-1" 1'-2" 9'-1" 1'-2"
8'-3" 1'-4" 9'-1" 1'-2" 9'-1" 1'-2"
51/2" 29'-71/2" (30'-0" MAX)
5'-0"

SETBACK
5'-0"

STEPBACK
10'-0"

STEPBACK
91/2" 29'-71/2" (30'-0" MAX)
+22.7' +32.9' +43.2' +

13.1' +22.7' +32.9' +43.2' +

13.5' AVG. GRAD
E
+13.5' AVG. GRAD
E
pLpL
N.A.P. R-2000

SEACOAST DRIVE

COMMERCIALPARKINGRESIDENTSPARKING

TOWNHOME
UNIT203

TOWNHOME
UNIT204
A

SECTION
04' 8' 16' C SECTION 0 4' 8' 16' E SECTION 0 4' 8' 16' H SECTION 0 4' 8' 16' J SECTION 0 4' 8' 16' K SECTION 0 4' 8' 16' L SECTION 0 4' 8' 16'

Page 155 of 207 ends

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OPYRIGHT©2023KNITTERPARTNERS INTERNATIONAL, INC

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SHEETTITLE

SHEETNUMBER

PROJECT INFO
NO.DATEREVISION
SHEET ISSUEDATE:

DRAWNBY:

PROJECTMANAGER:

PROJECTNUMBER:

Far West Industries17731 Mitchell N, Suite 200Irvine, California 92614 Seacoast & Date Mixed Use
Seacoast Drive & Date Avenue
Imperial Beach, California 91932
APN: 625-272-2300

THISDOCUMENT ISTHEPROPERTYANDCOPYRIGHTOF
KNITTERPARTNERS INTERNATIONAL, INC.ANDSHALLNOTBE

USEDONANYOTHERWORK,BEREPRODUCEDORDISCLOSED

TOOTHERSEXCEPTBYWRITTENAUTHORIZATIONFROM
KNITTERPARTNERS INTERNATIONAL, INC.

UNITS
101PLANCLIENT:

PROJECT:

PDR
5'-0"x6'-0"
9' CLG. KIT 14'-10" x 11'-
6"
9' CLG. G
REATRM
16'-10"x22'-0"
9' CLG. LA
6'-0"x6'-0"
9' CLG. 6
6"x36"
1'-2" 2'-4" 3'-8" 2'-0"
4'-0"7'-10"10'-0"
REF
DW
P
SEAT

13.5' L.F. B
R1
14'-6"x12'-6"
9' CLG. 4
4"x66"
BA1
10'-6"x9'-2"
9' CLG. 3'-8"
STAIRS
TO
DECK
LIN
W/H
SEAT
A/C
3'-4" 4" 3'-2"
BA2
8'-8"x5'-6"
8' CLG. B
R2
10'-4"x10'-10"
8' CLG. BR 3
10'-4"x10'-10"
8' CLG. ENTRY 5'-4" x 8'-10" 8' CLG. 3'-0" A.D.A. PATH
3'-0"
A.D.A.

PATH
LIN
A.D.A. PATH
A.D.A. PATH
UNITNO.

UNIT101
TYPE

TOWNHOME

TOWNHOME
STORY
123
AREA
571
735
447
1,753ft²
3'-2" 4" 3'-4" 4" 3'-2"
UNIT101-2ndFLOOR
02' 4' 8' UNIT 101 - 3rd FLOOR 0 2' 4' 8' UNIT 101 - 1st FLOOR 0 2' 4' 8' UNIT 101 - ROOF 0 2' 4' 8'

Page 156 of 207 ends

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OPYRIGHT©2023KNITTERPARTNERS INTERNATIONAL, INC

KNITTERPARTNERS
INTERNATIONAL,INC.

SHEETTITLE

SHEETNUMBER

PROJECT INFO
NO.DATEREVISION
SHEET ISSUEDATE:

DRAWNBY:

PROJECTMANAGER:

PROJECTNUMBER:

Far West Industries17731 Mitchell N, Suite 200Irvine, California 92614 Seacoast & Date Mixed Use
Seacoast Drive & Date Avenue
Imperial Beach, California 91932
APN: 625-272-2300

THISDOCUMENT ISTHEPROPERTYANDCOPYRIGHTOF
KNITTERPARTNERS INTERNATIONAL, INC.ANDSHALLNOTBE

USEDONANYOTHERWORK,BEREPRODUCEDORDISCLOSED

TOOTHERSEXCEPTBYWRITTENAUTHORIZATIONFROM
KNITTERPARTNERS INTERNATIONAL, INC.

UNITS
202PLAN
CLIENT:PROJECT:

PDR
BA2
5'-6"x8'-6"
9' CLG. B
R3
11'-0"x10'-6"
9' CLG. BR 1
13'-4"x13'-2"
9' CLG. BA 1
5'-4"x12'-0"
9' CLG. 64" x 36"L
A
7'-8"x5'-6"
9' CLG. B
R2
10'-6"x10'-6"
9' CLG. 12.5' L.F. 70" x 36"
ENTRY
8'-0"x6'-6"
66"x36"
2'-0"
W/H
W/H
STOR. LINSEAT
SEAT
SEAT

GREATRM
13'-8"x25'-2"
9' CLG. KIT
19'-6"x8'-6"
9' CLG. PDR 5'-6" x 5'-2" 9' CLG. 4'-0" 7'-2"
4'-0"
3'-8"
STAIRS
TO
DECK
REF
DW
DESK
LIN
SEAT
P
A/C
UNITNO.

UNIT202
TYPE

TOWNHOME

TOWNHOME
STORY
23 AREA
973
694
1,667ft²
UNIT202-2ndFLOOR
02' 4' 8' UNIT 202 - 3rd FLOOR 0 2' 4' 8' UNIT 202 - ROOF 0 2' 4' 8'

Page 157 of 207 ends

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OPYRIGHT©2023KNITTERPARTNERS INTERNATIONAL, INC

KNITTERPARTNERS
INTERNATIONAL,INC.

SHEETTITLE

SHEETNUMBER

PROJECT INFO
NO.DATEREVISION
SHEET ISSUEDATE:

DRAWNBY:

PROJECTMANAGER:

PROJECTNUMBER:

Far West Industries17731 Mitchell N, Suite 200Irvine, California 92614 Seacoast & Date Mixed Use
Seacoast Drive & Date Avenue
Imperial Beach, California 91932
APN: 625-272-2300

THISDOCUMENT ISTHEPROPERTYANDCOPYRIGHTOF
KNITTERPARTNERS INTERNATIONAL, INC.ANDSHALLNOTBE

USEDONANYOTHERWORK,BEREPRODUCEDORDISCLOSED

TOOTHERSEXCEPTBYWRITTENAUTHORIZATIONFROM
KNITTERPARTNERS INTERNATIONAL, INC.

UNITS
203PLAN
CLIENT:PROJECT:

BR2
11'-0"x10'-0"
9' CLG. BR 1
13'-4"x14'-4"
BA1
9' CLG. 10'-8" x 5'-6" 9' CLG. 80" x 60" LA 6'-0" x 8'- 2"
9' CLG. B
R3
12'-0"x9'-10"
9' CLG. BA 2 5'-10" x 8'-2" 9' CLG. PDR 16' L.F. 5'-10" x 5'-0" 12.5' L.F. 70" x 36" ENTRY 6'-4" x 7'-2" ENTRY 6'-2" x 8'-2" W/H LIN SEAT SEAT LIN SEAT SHELF KIT
19'-6"x8'-6"
9' CLG. PDR 5'-2" x 5'-6" 9' CLG. LIV
17'-10"x12'-2"
9' CLG. DIN 12'-8" x 11'-
0"
9' CLG. 3'-6" 7'-0"
3'-4"
3'-8"
STAIRS
TO
DECK
REF
DW
P
STOR
DESK
A/C
UNITNO.

UNIT203
TYPE

TOWNHOME

TOWNHOME
STORY
23 AREA
997
775
1,772ft²
UNIT203-2ndFLOOR
02' 4' 8' UNIT 203 - 3rd FLOOR 0 2' 4' 8' UNIT 203 - ROOF 0 2' 4' 8'

Page 158 of 207 ends

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OPYRIGHT©2023KNITTERPARTNERS INTERNATIONAL, INC

KNITTERPARTNERS
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KPI architecture & pla
nning
17752MITCHELLNORTH,SUITEC IRVINE, CALIFORNIA 92614-6802 949.752.1177 www.knitter.com6/8/ 26 23026
Monday, June 8, 2026, 1:14 PM, /Volumes/gi/2023/23026 - FAR WEST - 829 Seacoast/23026 - Seacoast - ArchiCAD/23026 Seacoast & Date mixed use ALT 7.4.pln, Sergio Sendowsky A-10.04

SHEETTITLE

SHEETNUMBER

PROJECT INFO
NO.DATEREVISION
SHEET ISSUEDATE:

DRAWNBY:

PROJECTMANAGER:

PROJECTNUMBER:

Far West Industries17731 Mitchell N, Suite 200Irvine, California 92614 Seacoast & Date Mixed Use
Seacoast Drive & Date Avenue
Imperial Beach, California 91932
APN: 625-272-2300

THISDOCUMENT ISTHEPROPERTYANDCOPYRIGHTOF
KNITTERPARTNERS INTERNATIONAL, INC.ANDSHALLNOTBE

USEDONANYOTHERWORK,BEREPRODUCEDORDISCLOSED

TOOTHERSEXCEPTBYWRITTENAUTHORIZATIONFROM
KNITTERPARTNERS INTERNATIONAL, INC.

UNITS
204PLAN
CLIENT:PROJECT:

GREATRM
23'-0"x19'-10"
9' CLG. P
DR
5'-10"x5'-0"
9' CLG. KIT
11'-10"x11'-8"
BA
9' CLG. LCONY
7'-11"x17'-10"
ENTRY
6'-2"x8'-2"
3'-6"
4'-0"
REF
DW
W/H
DESK
P
SEAT
STOR
SHELF

BALCONY
7'-11"x9'-0"
BR1
13'-6"x11'-6"
9' CLG. B
A1
5'-4"x10'-2"
8' CLG. 64" x 54"
BR3
10'-0"x11'-8"
9' CLG. L
A
6'-0"x7'-10"
9' CLG. BA 2 5'-6" x 11'-8" 8' CLG. 66" x 36"
BR2
10'-6"x10'-4"
9' CLG. 19.5' L.F. STAIR
S
TO
DECK

OPENTOBELOW
STOR
SEAT
SEAT
LIN
V
A/C
UNITNO.

UNIT204
TYPE

TOWNHOME

TOWNHOME
STORY
23 AREA
910
967
1,877ft²
UNIT204-2ndFLOOR
02' 4' 8' UNIT 204 - 3rd FLOOR 0 2' 4' 8'

Page 159 of 207 ends

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OPYRIGHT©2023KNITTERPARTNERS INTERNATIONAL, INC

KNITTERPARTNERS
INTERNATIONAL,INC.

SHEETTITLE

SHEETNUMBER

PROJECT INFO
NO.DATEREVISION
SHEET ISSUEDATE:

DRAWNBY:

PROJECTMANAGER:

PROJECTNUMBER:

Far West Industries17731 Mitchell N, Suite 200Irvine, California 92614 Seacoast & Date Mixed Use
Seacoast Drive & Date Avenue
Imperial Beach, California 91932
APN: 625-272-2300

THISDOCUMENT ISTHEPROPERTYANDCOPYRIGHTOF
KNITTERPARTNERS INTERNATIONAL, INC.ANDSHALLNOTBE

USEDONANYOTHERWORK,BEREPRODUCEDORDISCLOSED

TOOTHERSEXCEPTBYWRITTENAUTHORIZATIONFROM
KNITTERPARTNERS INTERNATIONAL, INC.

UNITS
205PLAN
CLIENT:PROJECT:

KIT
11'-10"x16'-0"
9' CLG. B
A2
5'-4"x11'-4"
9' CLG. B
R2
10'-6"x10'-8"
9' CLG. BR
3 10'-0"x11'-0"
9' CLG. LA
6'-2"x5'-6"
9' CLG. GREAT RM 14'-2" x 26'-0" 9' CLG. 6
4"x36"
PDR
5'-6"x5'-4"
ENTRY
8'-6"x7'-0"
DEN
9'-6"x9'-8"
9' CLG. P
DR
5'-0"x5'-6"
9' CLG. 4'-
0"
3'-4" 8'-11"
3'
-33/4" RE
F
P
DW
W/H
LIN
P
SEAT
P
STOR
BAR
UNITNO.

UNIT205
TYPE

SPLIT-LEVEL

SPLIT-LEVEL
STORY
23 AREA
1,468
541
2,009ft²
BR1
15'-6"x13'-6"
9' CLG. B
A1
8'-4"x15'-6"
8' CLG. 16' L.F. 4
2"x60"

BALCONY
4'-6"x13'-4"

19.5' L.F. W/
H
STAIRS
TO
DECK
STAIRS
TO
DECK

OPENTOBELOW

OPENTOBELOW
STOR

COFFEE S
EAT
A/C
UNIT205-2ndFLOOR
02' 4' 8' UNIT 205 - 3rd FLOOR 0 2' 4' 8'

Page 160 of 207 ends

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OPYRIGHT©2023KNITTERPARTNERS INTERNATIONAL, INC

KNITTERPARTNERS
INTERNATIONAL,INC.

SHEETTITLE

SHEETNUMBER

PROJECT INFO
NO.DATEREVISION
SHEET ISSUEDATE:

DRAWNBY:

PROJECTMANAGER:

PROJECTNUMBER:

Far West Industries17731 Mitchell N, Suite 200Irvine, California 92614 Seacoast & Date Mixed Use
Seacoast Drive & Date Avenue
Imperial Beach, California 91932
APN: 625-272-2300

THISDOCUMENT ISTHEPROPERTYANDCOPYRIGHTOF
KNITTERPARTNERS INTERNATIONAL, INC.ANDSHALLNOTBE

USEDONANYOTHERWORK,BEREPRODUCEDORDISCLOSED

TOOTHERSEXCEPTBYWRITTENAUTHORIZATIONFROM
KNITTERPARTNERS INTERNATIONAL, INC.

UNITS
206PLAN
CLIENT:PROJECT:

GREATRM
19'-6"x19'-8"
9' CLG. 9' C
LG. KIT
19'-6"x11'-8"
9' CLG. 6
4"x36"

BALCONY
11'-8"x24'-6"
PDR
5'-6"x5'-4"
9' CLG. B
R1
12'-10"x13'-0"
9' CLG. BA 1
5'-2"x13'-0"
8' CLG. 1
7' L.F. 108" x 42" ENTRY 8'-6" x 9'-0"
9' CLG. 3'-10"
5'-2"8'-8"5'-8"
REF
P
DW
P
SEAT
P
SEAT
STOR
BA2
5'-6"x13'-10"
9' CLG. B
R2
11'-0"x10'-4"
9' CLG. BR 3
10'-4"x11'-0"
9' CLG. 66" x 42" LA
5'-6"x6'-0"
9' CLG. L
OFT
7'-10"x8'-10"
9' CLG. OPEN TO BELOW STAIR
S
TO
DECK
W/H
LIN
OPEN
TO
BELOW
DESK
SEAT
UNITNO.

UNIT206
TYPE

SPLIT-LEVEL

SPLIT-LEVEL
STORY
23 AREA
1,290
612
1,902ft²
UNIT206-2ndFLOOR
02' 4' 8' UNIT 206 - 3rd FLOOR 0 2' 4' 8'

Page 161 of 207 ends

C
OPYRIGHT©2023KNITTERPARTNERS INTERNATIONAL, INC

KNITTERPARTNERS
INTERNATIONAL,INC.

SHEETTITLE

SHEETNUMBER

PROJECT INFO
NO.DATEREVISION
SHEET ISSUEDATE:

DRAWNBY:

PROJECTMANAGER:

PROJECTNUMBER:

Far West Industries17731 Mitchell N, Suite 200Irvine, California 92614 Seacoast & Date Mixed Use
Seacoast Drive & Date Avenue
Imperial Beach, California 91932
APN: 625-272-2300

THISDOCUMENT ISTHEPROPERTYANDCOPYRIGHTOF
KNITTERPARTNERS INTERNATIONAL, INC.ANDSHALLNOTBE

USEDONANYOTHERWORK,BEREPRODUCEDORDISCLOSED

TOOTHERSEXCEPTBYWRITTENAUTHORIZATIONFROM
KNITTERPARTNERS INTERNATIONAL, INC.

PARKING
1stFLOOR-RETAIL,

RESIDENTIAL,&
PARKINGCLIENT:

PROJECT:

UP
UP
UP
PLAN
NORTH
7 T
RASH
14 1 2 3 4 5 6
8 9 10 11 12
13 3'-0"
A.D.A.

PATH
3'-0"
A.D.A.

PATH
3'-0"
A.D.A. PATH
3'-0"
A.D.A.

PATH
3'-0"
A.D.A. PATH
3'-0"
A.D.A. PATH
pL
ALLEY

DATEAVENUE
pL pL
pL
3CY

RECYCLE
3CY
TRASH
GATE

COMMERCIAL
BACKOF-HOUSE
3CY
TRASH
STOR.3
STOR.2STOR.1

METERSFIRE
STOR.4
TOWER

ELEMENT
3CY

RECYCLE

ORGANICS
95GAL.

BICYCLE RACK
EXIT
STAIR
A.D.A. PATH
A.D.A. PATH
A.D.A. PATH
A.D.A. PATH
A.D.A. PATH
A.D.A. PATH
A.D.A. PATH
A.D.A. PATH
A.D.A. PATH
GATE

S E A C O A S T D R I V E
N.A.P.

MEDIUM DENSITY RESIDENTIAL
R-2000
N.A.P.

SEACOASTCOMMERCIAL&MIXED-USE
C/MU2
1'-0"
AT
WALLS
18'-0"
TYP. 1'-0"
AT
WALLS
8'-6"
TYP.
24'-0"

DRIVEAISLE
1'-0"
AT
WALLS
18'-0"
TYP. 9'-0" 5'-0" LOADING 8'-6" 8'-6" 1'-0" AT WALLS
22'-0"

AT ALLEY
18'-0"

DRIVEWAY
3'-8"
1'-0"MIN

ATWALLS
8'-6"
12'-0"
VAN
5'-0"

RESIDENTSPARKING

COMMERCIALPARKING
ENTRY
COURT

COMMERCIALSPACE
UNIT001

TOWNHOME
UNIT101
UNIT101
UNIT202
UNIT203
UNIT204
UNIT205
UNIT206GUEST
GUEST
GUEST
GUEST
GUEST
GUEST

PARKING

REQUIRED TOTAL EVCS
001 COMMERCIAL 1,847 sq ft 1 SPACE N/A N/A N/A
6 UNITS 1 SPACE 10% 25% 5%
TOTAL 2 SPACES

3.6 SPACES
4 SPACES 4.106.4.2 MULTIFAMILY PARKING FACILITY
2022 Cal Green

ACCESSIBLE
SPACES

ELECTRIC VEHICLE (EV)

PARKING
EV

CAPABLE
EV
READY
1 SPACE x
1,000 sq ft
REQUIRED 1
SPACES

RESIDENTIAL
UNITS

1.5 SPACES
x UNIT

REQUIRED
9 SPACES
REQUIRED 10
SPACES

0.9 SPACES

2.25 SPACES

0.45 SPACES
14 SPACES

PROPOSED
MIN 1 FOR EACH
TYPE
1stFLOOR-RETAIL&PARKING
04' 8' 16'

Page 162 of 207 ends

Attachment 3 Page 163 of 207
View looking northeast toward the west and south elevations of the proposed building, from Seacoast Drive. Page 164 of 207 Aerial view looking northeast toward the west and south elevations of the proposed building, from Seacoast Drive. Page 165 of 207 View looking northwest toward the south and east elevations of the proposed building, from Date Ave. Page 166 of 207 View looking northwest toward the south and east elevations of the proposed building, from Date Ave. Page 167 of 207 View looking east toward the west elevation of the proposed building, from Seacoast Drive. Page 168 of 207 View looking southwest toward the north and east elevations of the proposed building, from the alley. Page 169 of 207 Attachment 4

Page 170 of 207 ends

UNIT 001

COMMERCIAL SPACE
UNIT 101
ALLEY

SEACOAST DRIVE

DATE AVENUE
1 2
3 4
5 6
12 11 10
9 8
7 14 13

PARKING GARAGE
UNIT 206 UNIT 101
UNIT 205
UNIT 204
UNIT 202
UNIT 203
North
829 Seacoast Drive Mixed Use Building
Imperial Beach, California APN: 625-272-23-00 Scale 1" = 10' 0 5' 10' 30'
Landscape Concept Plan
Utility Closet
Property Line
Bicycle Rack
Tree Well Shade Street Trees
in Tree Grates along
Seacoast Drive
ADA Parking off
of alley
Landscape Notes:

1. Landscaping and irrigation system shall be installed prior to the use of the premises.

2. All landscaping material shall be permanently maintained in a growing and healthy condition, including trimming as appropriate to the landscaping material.

3. A permanent irrigation system shall be installed to serve all landscaped areas.

4. All plant species shall be non-invasive and drought
tolerant, with a low to moderate WUCOLS rating for
water needs.

5. All plant species shall have a high salinity tolerance for first to second coastal exposure.

6. All planting areas shall have a 3" layer of bark mulch groundcover.

7. Tree well trees on Sea Coast Drive shall be installed per: SDRSD L-01 Tree Planting and Staking
L-04 Tree Grate
L-06 Root Control Barrier Trash & Recycling
Ground Level Second Level
Private Deck
Private Deck
Property Line
Common Open Space Deck
with Decorative Planters
and Group Seating
Site Surface
Total lot size 9,500 s.f.

Pervious areas
Ground Level Planting areas 906 s.f.

Ground Level Permeable paving 1011 s.f.

Subtotal 1,917 s.f
Impervious areas
Building and Covered Parking 7583 s.f
Non-permeable paving 0 s.f.

Subtotal 7,583 s.f.

Planted Bio-filtration
Basin
Commercial Space:

Furnished Outdoor Dining
Patio with enhanced
paving and potted plants.

Pavers to be pervious
Secure Gate
Pervious Pavers
Driveway entrance
off of alley Flowering Vines on building
wall providing vertical
landscaping
Commercial Space entry
Shade Street Trees
in tree wells along
Date Avenue
Pervious Paver
Walkways (typ.)
Secure Entry Gate
for Residential Units
Landscape Calculations
Total lot size 9,550 s.f.

On-Site Ground Level Bldg. Perimeter Landscaping 967 s.f. 2nd Level Courtyard Planters 206 s.f.

Total 1,173 s.f
Total % of Landscaping on Site 12.28%.
** Additional Landscaping Areas in R.O.W., including Street Trees 352 s.f.

Total Landscaping On-Site and R.O.W. 1,525 s.f.
(Requirement 9,550 s.f. x 15% = 1,432.5 s.f.)
** Developer requests that landscaping with in the R.O.W., which will be provided and maintained by the project owner, be included in the required 15% landscape calculation.

Screen Fence -
6' ht. Tan Vinyl
L1
June 16, 2024
1951 Fourth Avenue, Ste. 302
San Diego, CA 92101 (619) 718-9660
l a n d s c a p e a r c h i t e c t u r e
E
O D
A
H

S S O C I A T
WAR
S
r l a 2 6 8 1
Attachment 5

Page 171 of 207 ends

PLANT PALETTE

BOTANICAL NAME COMMON NAME SIZE MATURE WUCOLS
H x W ZONE 3
STREET TREES - DATE AVENUE 24" BOX
LAURUS NOBILIS 'SARATOGA' BAY LAUREL 20' x 15' L
STREET TREES - SEACOAST DRIVE 24" BOX
ULMUS PARVIFOLIA 'TRUE GREEN' EVERGREEN CHINESE ELM 50' x30' M SHRUBS:

SCREENING SHRUBS: 5 GAL.

CALLISTEMON 'SLIM' SLIM BOTTLEBRUSH 8' x 3' L
MASSING SHRUBS: 1-5 GAL.

ARCTOTIS 'PINK SUGAR' PINK AFRICAN DAISY 1' x 2' L
CARISSA 'GREEN CARPET' GREEN CARPET NATAL PLUM 18" x 4' L CRASSULA SPP. JADE PLANT 3' x 4' L
RHAPHIOLEPIS U. 'MINOR' DWARF YEDDO HAWTHORN 4' x 3' L
ACCENT SHRUBS: 1-5 GAL.

AGAVE 'BLUE GLOW' BLUE GLOW AGAVE 18" x 3' L
CORDYLINE 'DESIGN-A-LINE' DESIGN-A-LINE CORDYLINE 3' x 3' L PHORMIUM T. 'VARIEGATA' VARIGATED NEW ZEALAND FLAX 6' x 4' L STRELITZIA JUNCEA NARROW-LEAFED BIRD OF PARADISE 5' x 5' L VINES: 5-15 GAL.

DISTICTIS BUCCINATORA BLOOD RED TRUMPET VINE 30' x 30' M TRACHELOSPERMUM JASMINOIDES STAR JASMINE 12" x 5' M
POTTED PLANTS: 5-15 GAL.

PHOENIX ROEBELENII PYGMY DATE PALM 10' x 6' M
STELITZIA REGINAE BIRD OF PARADISE 5' x 5' M
BIO-FILTRATION BASIN: 1 GAL. @ 12" O.C.

JUNCUS PATENS COMMON RUSH 18" x 18" L
SYMBOL
829 Seacoast Drive Mixed Use Building
June 16, 2024
Landscape Materials Board
1951 Fourth Avenue, Ste. 302
San Diego, CA 92101 (619) 718-9660
l a n d s c a p e a r c h i t e c t u r e
E
O D
A
H

S S O C I A T
WAR
S
r l a 2 6 8 1
Site Materials and Furnishings
Imperial Beach, California APN: 625-272-23-00
Narrow-leafed Bird of Paradise New Zealand Flax
Cordyline
Agave
Accent Shrubs
Trees

ULMUS PARVIFOLIA 'TRUE GREEN'

EVERGREEN CHINESE ELM
Pervious Paving
Tree Grates
Raised Planters
Bike Racks Second Floor Patio Furnishings
African Daisy Jade Plant
Dwarf Yeddo Hawthorn
Slim Bottlebrush
Red Trumpet Vine
Green Carpet Natal Plum
Massing Shrubs
Screening Shrubs
Star Jasmine
Vines

LAURUS NOBILIS 'SARATOGA'

BAY LAUREL
L 2

Page 172 of 207 ends

17731 Mitchell N, Suite 200, Irvine, CA 92614  (949) 224 - 1970  Fax: (949) 224 - 1963 Real Estate Development
www.farwestindustries.com
May 27, 2026
Ryan Pua
Planning Department
City of Imperial Beach
Dear Ryan,
After our internal meeting with our team and ownership we will make the following considerations.

Please see the DRB recommendations with our answers in red below:

1. Consider incorporating a dark bronze anodized aluminum storefront to create contrast with the lightcolored building design.

Applicant agrees. We will be using a bronze style salt water resistant storefront product.

2. For upper portions of the building and the guardrail system, consider using either lower- or highercarbon stainless steel (such as 325 marine grade), or alternatively, a glass railing system.

Applicant agrees. We will be spec’ing high carbon marine steel for this system.

3. Consider highly corrosion-resistant materials for window finishes.

Applicant agrees. All windows will be Milgard Salt Water resistant or equal.

4. Consider using a 12” x 18” stone tile veneer in a staggered stack bond pattern, with varied sizes, in lieu of a standard CMU bond wall design.

Applicant agrees. See new materials board to reflect size.

5. For the overall color scheme, consider softening the proposed blue to create a more balanced contrast with the white tones.

Applicant has adjusted coloring and tone to better reflect suggestions of DRB. New coloring and tones will provide a more balanced contrast.

6. Consider using a light-colored TPO roofing system to improve heat reflectivity.

Applicant agrees, Title 24 will drive this. Either white or grey an or equal will be provided in the specifications.

7. Alternatively, consider a charcoal shingle roof with reflective properties to reduce heat gain.

Applicant agrees.

8. Consider providing a secured gate for the ground-floor parking area.

Applicant has updated plans to reflect the secured gate.

9. Consider incorporating an elevator to serve the residential units.

Applicant has made best efforts to design with elevator, however this would restrict our ability to meet landscaping requirements.

10. Consider installing wired EV charging stations for each dwelling unit within the ground-floor parking area.

Attachment 6 Page 173 of 207
Applicant agrees and has provided a 50-amp outlet every two spaces dedicated to each unit.

11. Consider revising or reorienting the shared wheel stops in the ground-floor parking area, as the current configuration may create a tripping hazard.

Applicant agrees and has made these changes to the plans.

12. Consider dedicating parking space #7 to the ADA unit along Date Avenue.

As a requirement to provide ADA parking for the project, the applicant cannot specifically dedicate a (required) space to a specific unit. One space if for commercial and the other is for the general residential portion of the project.

Reevaluate the material or paint used at the main commercial corner feature and consider incorporating stone tile in lieu of painted surfaces.

Applicant has made overall adjustments to the color scheme including the main commercial corner.

Applicant will not be using stone as an alternate substrate. Applicant will continue to additional finish details.

14. Consider introducing an alternative color for the horizontal siding at the southwest corner to break up the expanse of white.

Applicant agrees. Alternate color has been provided as reflected in the plans and associated color board.

15. In lieu of the Chinese evergreen elm within the public right-of-way, consider proposing a more vertical shade tree species such as Sweet Shade.

Applicant does not agree. Sweet Shade is notoriously susceptible to wind damage and prefers sheltered locations.

16. Consider relocating the shade tree in front of Unit 101 to the southeast corner of the property to enhance screening.

Applicant agrees.

17. For the second-floor landscaping, consider providing permanent planters with integrated irrigation.

Applicant does not agree. Our ownership feels this may open us up to litigation due to overwatering concerns possibly creating water damage from automated irrigation.

18. Consider adding a fourth street tree along Seacoast Drive.

The applicant shall coordinate with the Community Development Department and Public Works to evaluate the feasibility of installing a fourth street tree along Seacoast Drive during building permit review.

Best regards,
Steve Alford
Steve Alford
Far West Industries. Inc

Page 174 of 207 ends

ATTACHMENT 1
1 CITY OF IMPERIAL BEACH

DESIGN REVIEW BOARD

REGULAR MEETING MINUTES
February 19, 2026, 4:00 p.m.

Council Chambers
825 Imperial Beach Boulevard
Imperial Beach, CA 91932
Members Present: Chair Bradley, Vice Chair Beltran, Member Crosby, Member Keating, Member Voronchihin
Staff Present: City Manager Foltz, City Clerk Kelly, Community Development Director Philips, Assistant Planner Pua
_____________________________________________________________________

1. CALL TO ORDER
Chair Bradley called the meeting to order at 4:01 p.m.

2. ROLL CALL
City Clerk Kelly took roll.

3. PUBLIC COMMENT
No public comments.

4. BUSINESS ITEMS

4.a WELCOME AND INTRODUCTIONS.

Chair Bradley welcomed new DRB Members Crosby and Keating and thanked returning DRB Members Voronchihin and Beltran.

City Manager Foltz announced City Planner/Management Associate Ayala had left the City of Imperial Beach and welcomed new Community Development Director Philips.

Community Development Director Philips introduced himself.

4.b SELECTION OF CHAIR - EFFECTIVE AT THE NEXT DESIGN REVIEW BOARD MEETING.

Chair Bradley opened nominations for Chairperson.

No discussion occurred.

Attachment 7 Page 175 of 207
ATTACHMENT 1
2 Motion by Member Voronchihin
Seconded by Vice Chair Beltran
To nominate Karl Bradley for the position of Chairperson.

AYES (5): Chair Bradley, Vice Chair Beltran, Member Crosby, Member Keating, and Member Voronchihin
Motion Carried (5 to 0)

4.c SELECTION OF VICE CHAIR - EFFECTIVE AT THE NEXT DESIGN REVIEW BOARD MEETING.

Chair Bradley opened the nominations for Vice Chairperson.

No discussion occurred.

Motion by Member Voronchihin
Seconded by Member Crosby
To nominate Miquel Beltran for the position of Vice Chairperson.

AYES (5): Chair Bradley, Vice Chair Beltran, Member Crosby, Member Keating, and Member Voronchihin
Motion Carried (5 to 0)

4.d APPROVAL OF MINUTES.

No discussion occurred.

Motion by Vice Chair Beltran
Seconded by Member Voronchihin
To approve the September 18, 2025 Design Review Board Regular Meeting minutes.

AYES (3): Chair Bradley, Vice Chair Beltran, and Member Voronchihin ABSTAINED (2): Member Crosby, and Member Keating
Motion Carried (3 to 0)

4.e FAR WEST INDUSTRIES, (APPLICANT); CONSTRUCTION OF ONE NEW MIXED-USED BUILDING WITH AN 1,847 SF COMMERCIAL SPACE, SIX DWELLING UNITS, AND 14 PARKING SPACES AT 829 SEACOAST DRIVE.

Member Crosby recused herself from participating in this item out of an abundance of caution due to a potential conflict of interest and left the Council Chambers at 4:10 p.m.

Page 176 of 207 ends

ATTACHMENT 1
3 Associate Planner Pua gave a PowerPoint presentation on the item. He also announced that correspondence and a Photometric Plan were submitted as Last Minute Agenda Information.

Public Comments:

Bob Pratte expressed concerns regarding the project's orientation toward Seacoast Drive rather than Date Avenue, stating that the design was inconsistent with the character of the neighborhood and would create a large wall-facing streetscape. He suggested greater pedestrian orientation and neighborhood integration, raised concerns about potential impacts to ocean views, alley safety, parking availability, and the potential use of units as short-term rentals. He also encouraged design features that would foster interaction between future residents and the surrounding community.

Associate Planner Pua responded that the proposed setback complies with the applicable zoning requirements, explained that the property is located within a different zoning district than the adjacent residential properties, resulting in different setback standards, and noted that the proposed five-foot setback exceeds the minimum setback permitted by the zone.

In response to a question from Member Voronchihin, Steve Alford of Far West Industries, representing the Lassoy Family, provided a history of the property.

Member Voronchihin asked questions regarding the project's landscape calculations, proposed landscaping within the public right-of-way, irrigation, tree species, storefront finishes, roofing, and building materials. His recommendations included:
• Use a darker storefront finish (dark bronze / aluminum anodized) to provide contrast and durability, rather than a lighter storefront system. • Consider marine-grade or corrosion-resistant materials for exterior metal elements, particularly guardrails, due to the coastal environment. • Where feasible, use glass guardrails instead of metal systems to improve durability and aesthetics.
• For stone/tile veneer, consider a stack bond or varied pattern (rather than running bond) and adjust module sizing (e.g., 12x12 or 12x18) to improve visual interest.
• Soften or reduce the intensity of the blue-and-white exterior color contrast, noting it may be too visually jarring in its current form. • Use lighter-colored roofing materials, including the charcoal shingle and TPO roofing, to improve heat reflectivity and reduce heat absorption.

Page 177 of 207 ends

ATTACHMENT 1
4 • Ensure rooftop and minor shingle roof areas use lighter tones even if not visible from street level to improve overall thermal performance.

Member Keating provided comments and questions regarding the project’s design and public improvements. He expressed support for the overall building design, articulation, and architectural features. He emphasized the importance of providing two parking spaces per residential unit and discussed the feasibility of meeting onsite landscaping requirements versus using public right-of-way landscaping, questioning whether minor design adjustments could achieve compliance. He also requested clarification on sidewalk widths and right-of-way dimensions along Date Avenue and Seacoast Drive, expressing concern about maintaining adequate pedestrian clearance, particularly ensuring consistency with adjacent sidewalk widths and sufficient net walking space around tree wells and other obstructions.

He asked staff to confirm minimum sidewalk standards and whether proposed improvements would maintain or improve existing conditions. He continued his comments by expressing concern about maintaining adequate pedestrian sidewalk width and requested confirmation that net sidewalk clearances would remain sufficient for safe passage. He requested that the alley gate be made a required improvement rather than optional, which the applicant confirmed. He raised questions regarding parking allocation, ADA accessibility, and the absence of an elevator, and suggested consideration of adding one for improved accessibility and usability. He also noted the lack of designated guest parking and sought clarification on parking management. He recommended enhanced EV infrastructure beyond minimum code requirements, including future-ready wiring or conduit for potential additional charging stations. He also requested clarification on solar panel metering and allocation, noting it would be addressed during construction documents. He reviewed the parking structure layout and recommended ensuring adequate clearance near structural walls and shear elements consistent with standard code requirements.

Member Beltran expressed support for the project and was pleased to see development of the site and that the design generally responds well to pedestrian orientation and setbacks. He recommended revising the building’s exterior color palette, suggesting a reduction in the amount of blue and overall contrast, and considering the use of stone tile in place of painted blue elements at the main corner feature to create a more cohesive appearance. He also suggested breaking up the white horizontal siding at the corner with alternative materials to reduce visual starkness. Regarding landscaping, he supported the use of planting along Date Avenue to create a “front yard” character and recommended considering alternative tree species with a more vertical growth habit, such as Sweetshade (Hymenosporum flavum), subject to City approval. He also suggested slight adjustment of the corner tree placement to improve screening at Unit 101. He noted that the proposed pervious paving system appeared appropriate and concluded by recommending approval of the project with the stated design and landscaping refinements.

Page 178 of 207 ends

ATTACHMENT 1
5 Chair Bradley expressed support for some aspects of the project but raised concerns regarding accessibility, solar design assumptions, and compliance with the 15% landscaping requirement. He questioned the use of second-floor planters and indicated he was not comfortable counting them toward required landscaping unless they are permanent with irrigation and drainage. He stated he was not inclined to support including right-of-way landscaping in lieu of on-site landscaping and emphasized concern about establishing precedent for reduced on-site landscaping. He recommended that the full 15% landscaping requirement be provided on site. He also discussed potential alternatives for meeting the requirement, noting that reducing parking did not appear feasible given the project design and required parking configuration. He concluded by reiterating that, while he understood staff and applicant constraints, his recommendation was to require full on-site compliance with the landscaping standard.

Member Keating continued his comments by requesting additional clarification on pedestrian circulation along Seacoast Drive, specifically asking for clear dimensions of the net sidewalk width between proposed elements such as tree wells, building features, and landscape areas. He noted concern that portions of the sidewalk shown in renderings may not be fully walkable and emphasized the need to confirm that minimum pedestrian clearances are maintained. He also requested that the design include adequate ADA-compliant access, including confirmation of required clear sidewalk widths around curb ramps and truncated domes, and stressed the importance of ensuring a continuous accessible path of travel. He further suggested adding additional street trees along Seacoast Drive to enhance the streetscape and requested that these dimensional and accessibility details be clearly defined during the construction document phase to ensure compliance and avoid reducing usable sidewalk or landscaped areas.

Discussion ensued regarding the DRB's recommendations.

Associate Planner Pua summarized the DRB's recommendations as follows:

1. Consider incorporating a dark bronze anodized aluminum storefront to create contrast with the light-colored building design.

2. For upper portions of the building and the guardrail system, consider using either lower- or higher-carbon stainless steel (such as 325 marine grade), or alternatively, a glass railing system.

3. Consider highly corrosion-resistant materials for window finishes.

4. Consider using a 12” x 18” stone tile veneer in a staggered stack bond pattern, with varied sizes, in lieu of a standard CMU bond wall design.

5. For the overall color scheme, consider softening the proposed blue to create a more balanced contrast with the white tones.

Page 179 of 207 ends

ATTACHMENT 1
6 6. Consider using a light-colored TPO roofing system to improve heat reflectivity.

7. Alternatively, consider a charcoal shingle roof with reflective properties to reduce heat gain.

8. Consider providing a secured gate for the ground-floor parking area.

9. Consider incorporating an elevator to serve the residential units.

10. Consider installing wired EV charging stations for each dwelling unit within the ground-floor parking area.

11. Consider revising or reorienting the shared wheel stops in the ground-floor parking area, as the current configuration may create a tripping hazard.

12. Consider dedicating parking space #7 to the ADA unit along Date Avenue.

13. Consider reducing the overall use of blue—particularly at the columns along Seacoast Drive—and instead extending the stone tile to create greater cohesion and reduce contrast with the white finishes. Reevaluate the material or paint used at the main commercial corner feature and consider incorporating stone tile in lieu of painted surfaces.

14. Consider introducing an alternative color for the horizontal siding at the southwest corner to break up the expanse of white.

15. In lieu of the Chinese evergreen elm within the public right-of-way, consider proposing a more vertical shade tree species such as Sweet Shade.

16. Consider relocating the shade tree in front of Unit 101 to the southeast corner of the property to enhance screening.

17. For the second-floor landscaping, consider providing permanent planters with integrated irrigation.

18. Consider adding a fourth street tree along Seacoast Drive.

Motion by Member Voronchihin
Seconded by Vice Chair Beltran
That the project move forward to City Council with the
comments/recommendations summarized by staff.

AYES (4): Chair Bradley, Vice Chair Beltran, Member Keating, and Member Voronchihin
Conflict (1): Member Crosby
Motion Carried (4 to 0)

Page 180 of 207 ends

ATTACHMENT 1
7 5. INFORMATIONAL ITEMS/REPORTS
None.

6. ADJOURNMENT
Chair Bradley adjourned the meeting at 5:32 p.m.

Jacqueline Kelly, MMC
City Clerk
Karl Bradley
Chair

Page 181 of 207 ends

ATTACHMENT 8

GENERAL PLAN AND ZONING ORDINANCE CONSISTENCY CHART
C/MU-2 Standards Provided/Proposed
Maximum density of one dwelling unit for
every one thousand five hundred gross
square feet of lot area (Section 19.27.020).

The property measures 9,550 square feet,
which would allow for 6 residential units; 6
residential units are proposed.

Specified commercial, residential, light
industrial, public and semi-public, green
building utilities, and open space and
recreation uses allowed in the C/MU-2 zone
are listed in Chapter 19.23, including those
requiring a conditional use permit, and shall
also comply with the following land use
regulations:

A. For all buildings with frontage along
Seacoast Drive, including those with
multiple-family dwelling units,
"active commercial uses" as defined
in Chapter 19.04 are required to be
provided at a minimum sixty percent
of each building's ground floor lineal
footage and have direct pedestrian
access from the Seacoast Drive
sidewalk or a plaza. The remaining
forty percent must either be
primarily related to the commercial
use, such as parking, access, or
other non-active commercial
purpose or, if related to noncommercial use, must be designed either to encourage and promote
pedestrian activity or to visually
screen required on-site parking.

A. The Project fronts Seacoast Drive and
includes an active commercial use that
occupies more than sixty percent of the
building’s ground-floor linear frontage,
with direct pedestrian access from
Seacoast Drive.

Yard requirements for the C/MU-2 zone are
as follows:

A. On property fronting on Seacoast
Drive, the front of each building
shall be set on the front property
line. For purposes of this
requirement an arcade is
considered a part of the building.

For lots not fronting on Seacoast
Drive there are no front, side, or
A. The Project fronts Seacoast Drive. The
vertical mixed-use building includes a
commercial building on the ground floor
located along Seacoast Drive. The building
would be constructed on the front property
line.

Page 182 of 207 ends

ATTACHMENT 8
rear yard setbacks in the C/MU-2
zone except as follows:

B. A ten-foot rear and/or side yard
setback is required for properties
abutting any property zoned R-1-
6000.

C. A five-foot rear and/or side yard
setback is required for properties
abutting any property zoned R2000.

B. The property does not abut any property
zoned R-1-6000.

C. The side yard (east property line) abuts a
property that is zoned R-2000. The building
is setback 5’ on the first floor.

Stepbacks
A. On property with a side or rear yard
abutting a residential zone, the
second-floor stepback shall be a
minimum of five feet from the
abutting residential property line and
the third-floor stepback shall be a
minimum of ten feet from the
abutting residential property line.

B. Stepbacks are not required where
the ten-foot setback is required or
observed for at least fifty percent of
the property line abutting residential
property.

C. On properties fronting Seacoast
Drive, an upper-story setback of five
to ten feet is required for a minimum
of fifty percent of street-facing
façades along Seacoast Drive.

A. The property abuts a residential zone
(R-2000) on the east property line. The
building provides a five foot stepback for
the second floor, and a 10-ft stepback
for the third floor on the east property
line.

B. The Project proposes stepbacks and is
compliant with the Imperial Beach
Municipal Code.

C. Along Seacoast Drive, the second and
third floors are stepped back
approximately 6 feet 10 inches to 14
feet 4 inches from the western property
line, providing articulation to more than
fifty percent of the street-facing façade
on each floor.

Minimum Lot Size
A. The minimum lot size for any new
lot created in the C/MU-2 zone shall
be three thousand square feet (for
related provisions concerning small
lots, see Chapter 19.42).

A. The Project is not proposing the
creation of a new lot. The lot currently
measures 9,550 square feet.

Frontage
A. Every new lot created in the C/MU-2
zone shall have a minimum width
along a street of thirty feet (for

Page 183 of 207 ends

ATTACHMENT 8
related provisions concerning small
lots, see Chapter 19.42).

A. The Project is not proposing the
creation of a new lot. The current width
of the lot is 95.05’.

Building Height
A. No building in the C/MU-2
(Seacoast Commercial) zone shall
exceed three stories or thirty feet in
height, whichever is less.

B. All commercial spaces on the
ground floor shall have a minimum
fifteen-foot floor-to-ceiling height;
and single-story commercial
buildings shall have a minimum
building height of twenty feet.

A. When measuring from the average of
the existing grade, the overall height of
the building, including the roof decks,
and parapets is approximately 33’ - 1
1/2”. However, parapets may extend
above the height limit (ref. IBMC
Section 19.40.020). Not including the
portions of the structure that may
extend above the height limit, the
building height from the average of the
existing grade is 29’ – 7 ½”, which
complies with the 30’ building height
limit in the C/MU-2 (Seacoast
Commercial & Mixed Use) Zone.

B. The Project proposes a floor-to-ceiling
height of 15 feet, which complies with
the required floor-to-ceiling height for
ground-floor commercial spaces in the
C/MU-2 (Seacoast Commercial & Mixed
Use) Zone.

Separation of buildings
A. No buildings shall be located less
than five feet from nay other building
on the same lot.

A. No buildings shall be located less than
five feet from any other building on the
same lot.

Parking
A. Per Imperial Beach Municipal Code
(IBMC) Section 19.48.035, the
minimum parking requirement for
projects proposing “multiple-family
residential” would be 1.5 spaces per
dwelling unit and for projects
proposes “commercial uses” in the
C/MU-2 Zone would be 1 space per
1,000 gross square feet of
commercial.

A. In total, the Project would be required to
provide 10 spaces (9 spaces for the
residential component and 1 space for
the commercial space). The Project is
proposing 14 open parking spaces,
which exceeds the amount required and
is compliant with Imperial Beach
Municipal Code (IBMC).

Landscaping requirements are as follows
(Section 19.50.030, Commercial
Landscaping):

Page 184 of 207 ends

ATTACHMENT 8
A. Not less than fifteen percent of the
total site shall be landscaped and
permanently maintained.

A. Based on the Project’s 9,550-squarefoot lot size, a minimum of 1,432.5 square feet of on-site landscaping is
required. The Project provides a total of
1,173 square feet (12.28%) of on-site
landscaping, located along the site
perimeter to enhance aesthetic appeal
and site drainage, as well as within a
second-floor courtyard in the form of
planters. In addition, the Applicant
proposes shade street trees and
drought-tolerant landscaping within the
public right-of-way along both Seacoast
Drive and Date Avenue, totaling 352
square feet (2.72%) of additional
landscaped area. However, the
Applicant respectfully requested that the
landscaped areas within the public rightof-way be credited toward the Project’s total landscape calculations. Because
this request requires consideration by
both the Design Review Board and the
City Council, staff sought input from the
Design Review Board during a public
meeting held on February 19, 2026.

During the meeting, the Design Review
Board reached a consensus to
recommend approval of the request to
allow off-site landscaping within the
public right-of-way to count toward the
Project's total on-site landscaping
requirement. This recommendation was
made with the conditions that the
approval does not establish a precedent
for future projects within the City of
Imperial Beach and that the existing
sidewalk widths along Seacoast Drive
and Date Avenue is not reduced. With
this recommendation, the Project would
satisfy the 15 percent landscaping
requirement established in IBMC
Section 19.50.030(A). Notwithstanding
this recommendation, the City Council
may, at its discretion, require that all
required landscaping be provided onsite and exclude landscaping located within the public right-of-way from the
calculation of the minimum landscaping
area required under IBMC Section

19.50.030(A).

Page 185 of 207 ends

ATTACHMENT 8
B. There shall be a five-foot-wide
landscape area between any
parking area and any public street
right-of-way.

C. A portion of a property not used for
buildings, parking, walkways,
loading or storage areas shall be
landscaped.

D. There shall be a minimum three-foot
by fifteen-foot, or forty-five square
foot, landscaped area within the
parking area (not including
perimeter area landscaping) for
every three parking spaces or the
equivalent. A minimum width of
three feet is required. A four-foot by
fifteen-foot area may be permitted
for every four spaces, five-foot-wide
for five spaces, etc.

E. Prior to issuance of any building
permits, a complete landscaping
plan shall be submitted to the
Community Development
Department for approval. Such
approval shall be subject to appeal
in the manner set forth in Sections

19.84.070 through 19.84.090.

F. Landscaping and required watering
system shall be installed prior to the
use of the premises. All landscaping
material in required landscaping
areas shall be permanently
maintained in a growing and healthy
condition, including trimming, as
appropriate to the landscaping
material.

G. A permanent irrigation system shall
be installed to serve all landscaped
areas.

B. There is no parking area near the public
right-of-way.

C. Portions of a property not used for
buildings, parking, walkways, loading or
storage are landscaped.

D. The Project does not propose
landscaped areas within the parking
area due to site constraints and the
proposed development configuration.

The parking area is located beneath the
second floor, where adequate sunlight
is not available to support viable
landscaping.

E. A complete landscape plan would be
required prior to issuance of building
permits.

F. Landscaping and required watering
system shall be installed prior to the use
of the premises subject to state
requirements.

G. A permanent irrigation system shall be
installed to serve all landscaped areas
subject to state requirements.

Page 186 of 207 ends

PHOTOMETRIC PLAN

COMMERCIAL SPACE
UNIT 001

TOWER ELEMENT

COMMERCIAL

BACK OF HOUSE
ENTRY BR 3

TOWNHOME
UNIT101 A.D.A PATH
BR 2
BA 2
STOR.4 STOR.2 STOR.1
STOR.3
OPT. GATE

METERS FIRE

PARKING AREA
AREA 1
AREA 2
AREA 3
AREA 4
AREA 5
AREA 6
AREA 7
AREA 8
AREA 9
AREA 10
5 4
3 2
1 6
7 8
9 10
11 12
13 14
15 16 UP
1 2
3 4
5 6
7 8
910 111213141516 UP 161514131211 10

UP BICYCLE RACK
L1
L1
L1
L1
L2
L2 L2 L2 L2 L2 L2
L2
L2
L2
L2
L2
L2
L2
L2 L2
L2 L2
L2 L2
L2 L2
L2
L2
L2 L2
L2
L2
L1
LIN
F.D.

F.D.

0.4 0.6 0.8 0.8 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.8 1.8 2.0 1.4

0.3 0.4 0.4 0.5 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.6 2.1 5.4 6.9 3.8

0.2 0.2 0.3 0.3 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 1.1 3.8 10.4 10.9 7.8

0.1 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.5 0.5 0.5 0.5 0.6 0.7 0.8 0.8 1.3 3.5 9.2 10.6 6.6

0.1 0.2 0.2 0.3 0.5 0.8 1.2 1.5 1.5 1.2 1.0 1.0 1.1 1.5 1.9 1.7 1.5 2.2 3.8 4.4 2.6

0.1 0.2 0.3 0.4 0.8 1.4 2.5 3.4 3.3 2.4 1.7 1.5 1.9 2.9 3.8 3.4 2.3 1.6 1.5 1.4 0.9

0.1 0.2 0.3 0.5 1.0 2.2 4.2 6.4 6.2 4.0 2.4 2.1 2.9 5.0 6.9 6.1 3.7 1.9 1.0 0.6 0.4

0.1 0.2 0.3 0.6 1.2 2.7 5.6 8.9 8.6 5.3 3.0 2.4 3.5 6.4 9.5 8.2 4.7 2.2 1.1 0.6

0.1 0.2 0.3 0.6 1.2 2.7 5.4 8.6 8.3 5.1 2.9 2.4 3.3 5.9 8.6 7.6 4.3 2.1 1.0 0.6

0.1 0.2 0.3 0.5 1.1 2.1 3.8 5.6 5.5 3.7 2.3 1.9 2.5 4.0 5.6 4.9 3.0 1.6 0.9 0.6

0.1 0.1 0.3 0.9 1.6 2.0 2.4 2.9 2.8 2.2 1.9 2.2 2.4 2.6 2.8 2.6 1.9 1.6 1.6 1.2

0.1 0.1 0.9 2.4 4.5 4.0 2.4 1.6 1.4 1.6 2.7 4.6 4.4 2.6 1.5 1.1 1.5 2.7 4.5 3.9

0.1 0.2 1.6 6.2 10.6 9.2 3.5 1.2 0.6 1.7 5.3 10.2 9.8 4.3 1.3 0.6 1.8 6.3 10.6 9.6

0.0 0.3 1.7 7.0 10.6 10.2 3.7 0.9 0.4 1.5 5.8 10.8 10.8 4.7 1.2 0.4 1.8 7.1 10.9 10.8

0.0 0.1 1.0 3.2 6.4 5.1 1.9 0.5 0.3 0.9 2.7 6.1 5.7 2.3 0.7 0.3 1.1 3.3 6.6 5.4

0.0 0.0 0.2 1.0 1.5 1.3 0.6 0.1 0.1 0.2 0.9 1.5 1.4 0.7 0.2 0.1 0.3 1.0 1.6 1.4

0.0 0.0 0.0 0.1 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.2 0.1 0.0 0.0 0.1 0.1 0.2 0.1

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.4 0.4 0.4 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.4 0.6 0.8 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.8 1.8 2.3 2.6 2.5 2.0 1.2 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.6 0.9 1.2 1.3 1.0 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.0 3.1 7.2 9.7 8.0 9.0 8.1 3.5 1.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.7 1.2 1.7 1.8 1.3 0.8 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 0.9 0.8 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.6 2.7 7.8 14.8 13.7 14.3 13.8 11.9 6.2 1.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.7 1.2 1.7 1.8 1.3 0.7 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.9 2.3 3.9 3.1 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.2 5.3 12.8 18.3 11.3 10.4 11.1 10.0 4.5 1.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 1.8 6.6 10.6 8.7 2.9 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 1.4 5.7 13.3 15.2 0.0 0.0 0.0 0.3 2.0 8.1 11.3 10.6 3.5 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 1.4 4.8 11.6 12.3

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.4 5.8 12.3 12.9

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 1.1 4.4 10.1 10.7

0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.1 0.2 0.7 1.9 3.8 4.1

0.0 0.0 0.0 0.0 0.2 0.9 1.5 1.4 1.0 1.2 1.7 1.7 1.4

0.0 0.0 0.0 0.1 0.9 2.9 6.4 5.7 3.3 4.3 6.8 4.9 1.9

0.0 0.0 0.0 0.2 1.5 6.2 10.7 10.6 6.0 8.7 10.9 9.4 3.4

0.0 0.0 0.0 0.1 1.3 5.5 10.8 9.9 5.4 7.9 11.4 8.7 3.0

0.0 0.0 0.0 0.1 0.9 3.2 6.0 5.4 3.8 4.4 6.4 4.9 2.3

0.0 0.0 0.0 0.1 1.1 4.2 8.8 8.0 4.4 6.0 9.3 7.0 2.5

0.0 0.0 0.0 0.2 1.5 6.5 10.5 10.8 6.2 9.1 10.2 9.8 3.5

0.0 0.0 0.0 0.1 1.3 4.9 9.9 9.0 4.8 7.0 10.5 8.0 2.7

0.0 0.0 0.0 0.1 0.9 3.1 5.7 5.0 3.8 4.2 6.1 4.6 2.2

0.0 0.0 0.0 0.1 1.3 4.8 9.9 9.0 4.8 7.0 10.5 8.0 2.8

0.0 0.0 0.0 0.2 1.5 6.5 10.5 10.8 6.2 9.1 10.2 9.8 3.4

0.0 0.0 0.0 0.1 1.1 4.2 8.9 8.1 4.4 6.1 9.3 7.0 2.5

0.0 0.0 0.0 0.1 0.9 3.2 6.0 5.4 3.8 4.4 6.4 4.9 2.3

0.0 0.0 0.0 0.1 1.4 5.5 10.8 9.9 5.4 7.9 11.4 8.7 3.0

0.0 0.0 0.0 0.2 1.5 6.2 10.8 10.6 6.1 8.8 11.0 9.5 3.4

0.0 0.0 0.0 0.1 0.9 3.0 6.4 5.7 3.4 4.4 6.9 5.0 2.1

0.0 0.0 0.0 0.1 0.2 1.0 1.8 2.0 1.6 1.4 1.9 1.6 0.7

0.0 0.0 0.0 0.1 0.1 0.4 1.6 2.8 2.9

0.0 0.0 0.1 0.1 0.1 1.0 3.5 8.7 9.4

0.0 0.0 0.1 0.1 0.2 1.3 5.5 12.0 12.5

0.0 0.0 0.1 0.1 0.2 1.4 5.0 12.3 13.3

0.0 0.1 0.1 0.1 0.2 1.4 5.6 12.5 13.6

0.0 0.1 0.1 0.1 0.2 1.4 5.8 13.0 13.8

0.0 0.1 0.1 0.1 0.2 1.4 4.9 12.2 13.4

0.0 0.1 0.1 0.1 0.2 1.4 5.9 13.0 13.8

0.0 0.1 0.1 0.1 0.2 1.4 5.5 12.5 13.6

0.0 0.1 0.1 0.1 0.2 1.4 5.2 12.3 13.4

0.1 0.1 0.1 0.1 0.2 1.4 5.9 12.8 13.4

0.1 0.1 0.1 0.1 0.2 1.4 5.1 12.3 13.4

0.1 0.1 0.1 0.1 0.2 1.4 5.6 12.5 13.6

0.1 0.1 0.1 0.1 0.2 1.4 5.8 13.0 13.8

0.1 0.1 0.1 0.1 0.2 1.4 4.9 12.2 13.4

0.1 0.1 0.1 0.1 0.2 1.4 5.9 13.0 13.8

0.1 0.1 0.1 0.2 0.3 1.5 5.5 12.5 13.6

0.1 0.1 0.1 0.2 0.3 1.5 5.2 12.3 13.4

0.1 0.1 0.1 0.2 0.3 1.5 5.7 12.0 12.5

0.1 0.1 0.2 0.2 0.4 1.2 3.7 8.8 9.5

0.1 0.1 0.2 0.2 0.4 0.8 2.0 3.4 3.7

0.1 0.1 0.2 0.3 0.4 0.7 1.2 2.0 2.3

0.1 0.1 0.2 0.3 0.4 0.7 1.1 1.6 1.8

0.1 0.1 0.2 0.2 0.3 0.5 0.8 1.1 1.3

2.1 2.2 1.6 1.0 0.7 0.4 0.3 0.2 0.2 0.1 0.1 0.1

2.3 2.3 1.7 1.1 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1

2.0 1.9 1.5 1.1 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1

1.7 1.8 1.4 1.0 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1

2.0 2.0 1.5 1.0 0.7 0.4 0.3 0.2 0.2 0.1 0.1 0.1

2.2 2.1 1.6 1.0 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1

1.8 1.8 1.4 0.9 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1

1.5 2.1 2.2 1.6 0.7 0.3 0.2 0.2 0.1 0.1 0.1 0.1

2.3 4.5 6.2 3.9 1.5 0.4 0.2 0.2 0.1 0.1 0.1 0.1

3.3 9.3 10.9 8.3 2.4 0.6 0.2 0.1 0.1 0.1 0.1 0.1

3.2 9.1 11.4 8.3 2.4 0.6 0.2 0.1 0.1 0.1 0.1 0.1

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 L3 L3

0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.1 0.1 0.1 0.1 0.0 0.0 0.0

0.1 0.1 0.1 0.1 0.1 0.1 0.0

0.2 0.2 0.2 0.2 0.1 0.1 0.1

0.5 0.5 0.3 0.2 0.2 0.1 0.1

1.0 0.8 0.6 0.4 0.2 0.1 0.1

1.6 1.3 0.9 0.5 0.3 0.2 0.1

1.9 1.6 1.0 0.5 0.3 0.2 0.1

1.4 1.2 0.8 0.5 0.3 0.2 0.1

0.8 0.7 0.5 0.3 0.2 0.1 0.1

0.4 0.4 0.3 0.2 0.1 0.1 0.1

0.4 1.3 3.0 2.9 1.6 2.0 3.2 2.7 1.5 2.3 3.2 2.1 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.1 0.1 0.1 0.1

0.5 2.2 4.3 4.4 2.6 3.4 4.1 4.2 2.4 3.8 3.8 3.5 1.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0

0.4 1.5 3.4 3.4 1.9 2.4 3.6 3.1 1.7 2.8 3.7 2.6 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0

0.1 0.6 1.0 1.0 0.7 0.8 1.1 0.9 0.7 0.8 1.1 0.8 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.1 0.2 0.2 0.1 0.1 0.2 0.2 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

STATISTICS

DESCRIPTION SYMBOL AVG MAX MIN AVG/MIN MAX/MIN
BUILDING EXTERIOR 1 + 1.17 2.0 0.6 1.93 3.33
BUILDING EXTERIOR 2 + 6.18 11.2 0.6 10.30 18.67
BUILDING EXTERIOR 3 + 3.25 10.9 0.3 10.83 36.33
BUILDING EXTERIOR 4 + 3.72 10.6 0.6 6.2 17.67
BUILDING EXTERIOR 5 + 6.63 13.8 0.4 16.58 34.50
BUILDING EXTERIOR 6 + 6.82 11.4 1.9 3.59 6.00
BUILDING EXTERIOR 7 + 7.71 18.3 0.6 12.85 30.50
BUILDING EXTERIOR 8 + 2.65 11.4 0.6 4.42 19.00
BUILDING EXTERIOR 9 + 1.14 1.8 0.6 1.9 3.00
BUILDING EXTERIOR 10 + 5.17 11.3 0.9 5.74 12.56

LIGHTING FIXTURE SCHEDULE

TYPE DESCRIPTION LAMP VOLT WATT
L1

LED WALL SCONE LIGHT, MH TO BE VERIFIED WITH ARCHITECT

W/ MOTION AND PHOTO SENSOR OR THRU ASTRONOMICAL TIME CLOCK WAC LIGHTING WS-W52610 SERIES OR APPROVED EQUAL
LED 120 12
L2

LED EXTERIOR RECESSED DOWNLIGHT

W/ MOTION AND PHOTO SENSOR OR THRU ASTRONOMICAL TIME CLOCK LITHONIA LDN6 SERIES OR APPROVED EQUAL
LED 120 18
L3
4' LINEAR LED LIGHT FIXTURE

W/ MOTION AND PHOTO SENSOR OR THRU ASTRONOMICAL TIME CLOCK

MANUFACTURER TBD
LED 120 30
NOTES:

1. FIXTURE SHALL HAVE MIN. OF 10 YEARS MANUFACTURER WARRANTY ON ALL COMPONENTS.

2. FIXTURES SHALL HAVE APPROPRIATE U.L. LABEL (i.c., DAMP OR WET) AS REQUIRED BY CODES AND ORDINANCES.

3. FIXTURES SHALL INCLUDE ALL ACCESSORIES FOR INSTALLATION ACCORDING TO MANUFACTURER'S SHOP DRAWINGS AND AS REQUIRED BY CODES AND LOCAL ORDINANCES.

4. PRIOR TO ORDERING ANY LIGHTING EQUIPMENT, THE CONTRACT OR SHALL COORDINATE ALL FIXTURE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND CEILING CAVITY DEPTHS.

5. ALL LAMPS SHALL BE PROVIDED AND INSTALLED ACCORDING TO THE ATTACHED FIXTURE SCHEDULE AND SPECIFICATIONS. ENSURE COMPATIBILITY BETWEEN FIXTURE, LAMP(S) AND BALLAST(S).

6. CONTRACTOR SHALL VERIFY FIXTURE VOLTAGES AND CEILING TRIM COMPATIBILITY PRIOR TO ORDERING FIXTURE.

7. PROVIDE APPROVED FIRE-RATED ENCLOSURES FOR ALL LIGHTING FIXTURES LOCATED IN FIRE-RATED CEILINGS.

8. LIGHTING FIXTURE CATALOG NUMBERS ARE SERIES TYPE ONLY. PROVIDE ALL NECESSARY HARDWARE AS REQUIRED BY THE SPECIFICATIONS, DRAWINGS, AND PROJECT CONDITIONS FOR A COMPLETE INSTALLATION.

9. ALL FIXTURES SHALL BE ORDERED WITH APPROPRIATE BALLAST(S) THAT HAVE U.L. AND CBM LABELS. PROVIDE MULTIPLE BALLASTS FOR DUAL-LEVEL SWITCHING AND WIRING AS INDICATED ON THE PLANS.

10. ENSURE COMPATIBILITY OF ALL LIGHTING SYSTEM COMPONENTS, ESPECIALLY DIMMED SYSTEMS. FIXTURES,

LAMPS, BALLAST(S), AND DIMMING SYSTEMS/INDIVIDUAL CONTROLS MUST BE FACTORY CERTIFIED COMPATIBLE FOR FULL RANGE OF DIMMING COMPATIBILITY.

11. LIGHTING FIXTURE MANUFACTURER & MODEL IS FOR REFERENCE ONLY. FIXTURE SHALL BE SELECTED BY ARCHITECT. POWER AND QUALITY SHALL BE SPECIFICATION GRADE. REVISION SEACOAST DR IMPERIAL BEACH PLOT DATE: 8/6/2025 8:11:07 AM CDI Circa Domini International, Inc. Engineering - Consulting 9890 Research Dr. Suite 100, Irvine, CA 92618 Phone (949) 336-6636 | [email protected] SEACOAST DRIVE & DATE AVENUE IMPERIAL BEACH, CA 91932 DRAWN: CHECKED:

DATE: SCALE:
07/21/2025
SHEET TITLE:
3/16" = 1'-0''
E001

PHOTOMETRIC
PLAN
Q.P J.L.
02/19/2026 Item No. 4.e
Last Minute Agenda Information - Pg b.1
Attachment 9

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June 17, 2026
ITEM TITLE: CITY COUNCIL CONSIDERATION TO REAPPOINT DAN MALCOLM AS THE

CITY OF IMPERIAL BEACH REPRESENTATIVE ON THE BOARD OF COMMISSIONERS OF THE PORT OF SAN DIEGO. (0150-70)
ORIGINATING DEPARTMENT:

City Manager
EXECUTIVE SUMMARY:

In accordance with Section 2.18.010 (C) of the Imperial Beach Municipal Code, appointments to all commissions, boards and committees shall be made by the Mayor with the approval of the City Council. Mayor McKay is seeking the approval from the City Council to appoint the current Port Commissioner, Dan Malcolm, to an additional four-year term beginning on January 2, 2027 and expiring on January 2, 2031.

RECOMMENDATION:

Staff recommends that the City Council consider the request of the Mayor to reappoint Commissioner Dan Malcolm to an additional four-year team commencing on January 2, 2027 and expiring on January 2, 2031, and approve such appointment, if desired.

OPTIONS:
 Approve the Mayor’s appointment of Dan Malcolm to serve as the Imperial Beach Port Commission until January 2, 2031.
 Continue the item with specific direction given to the City Manager.  Deny the appointment of Dan Malcolm to serve an additional four-year term.

BACKGROUND/ANALYSIS:

The Port of San Diego (Port) was created by the California State Legislature to manage San Diego Bay and surrounding waterfront land on December 18, 1962. In 1990, the Imperial Beach tidelands was transferred to the Port. Imperial Beach is one of five cities within the Port District.

The relationship between the Port of San Diego and the City of Imperial Beach is not only valuable, and critical, to the residents of Imperial Beach, but the entire South County population for whom Imperial Beach is the most accessible and least expensive beach area for recreation.

Collectively, the five cities select Commissioners that comprise the Board of Commissioners for the Port of San Diego. Imperial Beach, along with Chula Vista, Coronado and National City each appoint one Commissioner and the City of San Diego appoints three members of the Commission.

Key responsibilities of the Port Commissioner include representing community interests in matters along the tidelands, advocating for policies and projects that enhance the city’s shoreline, pier, parks, and environment, approving budgets and major expenditures, managing access and public

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trust lands in accordance with California’s Public Trust Doctrine, and ensuring transparency, accountability, and effective governance.

Commissioner Malcolm has served as the Imperial Beach Port Commissioner since January 2, 2011. His current term expires on January 2, 2027. As the Imperial Beach Port Commissioner, Mr. Malcolm has furthered numerous efforts on behalf of the City of Imperial Beach, including:
 Municipal Services Agreement: The Port contracts with its member cities to provide services under Municipal Services Agreements (MSAs). The MSA with Imperial Beach is unique in that the Port reimburses the City for all expenses related to tidelands maintenance and lifeguard services, as the vast majority of the beach and pier lie within non-taxpaying tidelands or property under Port control, and the City has corresponding departments to perform such services. The Port also reimburses Imperial Beach for law enforcement, animal control, and fire/emergency services for services on non-taxpaying tidelands and property under Port control. The most recent baseline reset to the MSA was approved by the Port in January 2026. Commissioner Malcolm’s institutional knowledge related to City services and the MSA have proven invaluable during MSA discussions and hearings. In addition, Commissioner Malcolm introduced the concept of extending 2-year MSAs to 10 years, which assists with budget and financial planning.  Capital Investments: Commissioner Malcolm assisted with the creation of individual balanced capital accounts for each city. Funding is based on an equal five-way split of available funds placed in sub-accounts for each member City to distribute the Port’s capital investments in a balanced and equitable manner throughout the tidelands. These funds and projects support public access and public benefit in non-revenue generating areas.  Imperial Beach Pier: In recent years, the Imperial Beach Pier has been the focus of a series of enhancements aimed at revitalizing this important public space. Improvements include painting pier buildings and railings with cosmetic and wayfinding features, new shade structure, new water line, new planking, and new pilings. These improvements preserve and enhance the pier’s functionality and ensure ongoing maintenance and operations. These projects allow the pier to remain open, safe, and available as a welcoming experience for residents, visitors, and fishing.  Pier Plaza Splash Pad: Commissioner Malcolm played a key role in replacing an underutilized play area with a new, publicly accessible splash pad. He also helped secure the use of grant funds previously allocated to Pond 20 that were not expected to be spent, directing those resources toward the project and significantly limiting the impact on the City’s balanced capital account.
 Dunes Park Playground Replacement: Commissioner Malcolm supported the replacement of the aging playground at Dunes Park, helping advance a modern, safe, and accessible recreational space for local families. The project will enhance park amenities and improve play opportunities for children of all abilities.  Wetland Mitigation Bank at Pond 20: The Port of San Diego is proposing to construct

76.5 acres of coastal wetland habitat at Pond 20 to create a mitigation bank.

Environmental improvements of the area would include increased biodiversity, providing food, habitat, and fish spawning grounds, supporting migratory bird species and a suite of coastal wetland-dependent species, improved water quality, and increased carbon sequestration capacity. The project would also create a revenue source the Port can invest back into the community. Once the mitigation bank begins to generate net revenue, those revenues would go toward future public improvement projects and maintenance around the bayfront, with these funds specifically directed for future economic

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development and public improvement projects in the adjacent Imperial Beach and San Diego communities.
 Special Events: Commissioner Malcolm has supported community programs and special events that enhance quality of life for residents and visitors, including Symphony by the Sea, the 4th of July Fireworks, and the Imperial Beach Junior Lifeguards program.  TJ River Valley: Commissioner Malcolm has supported efforts to address the ongoing pollution crisis in the Tijuana River Valley by advocating at the local, regional, state, and federal levels to advance long-term solutions to the ongoing pollution crisis, and protect public health, beaches, waterways, natural habitats, the economic and environmental vitality of the City and region.

Reappointing Commissioner Malcolm would provide continuity and stability for the Commission's ongoing work and future planning. If a reappointment is not made, the City Council would need to initiate an application and review process to consider potential candidates.

ENVIRONMENTAL DETERMINATION:

Not a project as defined by CEQA.

FISCAL IMPACT:

None.

ATTACHMENTS:

None.

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June 17, 2026
ITEM TITLE: RESOLUTION NO. 2026-063 AMENDING THE FISCAL YEAR 2025-2027 SALARY SCHEDULE. (0830-35)
ORIGINATING DEPARTMENT:

Human Resources
EXECUTIVE SUMMARY:

Resolution No. 2026-063 would amend and adopt the Salary Schedule for Fiscal Year 2025-2027.

This amendment to the salary schedule would fulfill the obligations for cost-of-living increases as stipulated in the City Council-approved Memorandums of Understanding for Fiscal Year 2025- 2027 between the City and the Imperial Beach Firefighter Association (IBFA), the Service Employees International Union (SEIU), and the Appointive Management & Confidential Salary and Benefits Summary.

RECOMMENDATION:

Staff recommends that the City Council adopt Resolution No. 2026-063, which amends and adopts the Fiscal Year 2025-2027 Salary Schedule.

OPTIONS:
• Adopt Resolution No. 2026-063 as presented; or
• Request additional information and a further report; or • Direct the City Manager to take specific action.

BACKGROUND/ANALYSIS:

Salary Schedule
On August 20, 2025, the City Council approved a new Memorandum of Understanding (MOU) with the Imperial Beach Firefighter’s Association (IBFA). Subsequently, on September 3, 2025, the City Council approved a new Memorandum of Understanding (MOU) with Services Employees International Union (SEIU). Per the MOUs stipulations, cost of living adjustments to fire and general employees would be granted effective July 1, 2026. Furthermore, as part of the Appointive Management & Confidential Salary and Benefits Summary approved on August 20, 2025, unrepresented employees in the confidential, mid-management, and management groups would also receive a cost-of-living adjustment effective July 1, 2026. A summary of the cost-ofliving adjustments can be found below.

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2025
(already provided)
2026
SEIU 2% 2%
IBFA 2% 2.5%
Unrepresented 2% 2%
The 2026 cost-of-living adjustments are reflected on the amended City’s FY 2025-2027 Salary Schedule attached.

ENVIRONMENTAL DETERMINATION:

Not a project as defined by CEQA.

FISCAL IMPACT:

All items in the Fiscal Year 2025-2027 Salary Schedule have been calculated to include all applicable employee salaries and are part of the adopted Fiscal Year 2025-2027 budget.

ATTACHMENTS:

ATT 1 – Resolution No. 2026-063
ATT 2 – Amended FY2025-2027 Salary Schedule

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ATTACHMENT 1
RESOLUTION NO. 2026-063

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF IMPERIAL BEACH, CALIFORNIA, APPROVING THE CITY’S FISCAL YEAR 2025-2027 SALARY SCHEDULE.

WHEREAS, Employer-Employee Relations for the City of Imperial Beach (hereinafter, “City”) are governed by California Government Code Section 3500 through 3511, known as the Meyers-Millas-Brown Act; and
WHEREAS, the City and the employee unions held “meet and confer” sessions in an effort to agree on new Memorandum of Understanding with the Imperial Beach Firefighters’ Association (IBFA), Local 4692; and
WHEREAS, the City and the employee unions held “meet and confer” sessions in an effort to agree on new Memorandum of Understanding with Service Employees International Union (SEIU), Local 221; and
WHEREAS, under the provisions of Ordinance No. 41 of the City of Imperial Beach, and under current adopted City Personnel Rules, the City Manager maintains the authority to establish or revise wages, salaries, materials, etc., for appointive staff and City employees as business and operational necessities subsequently approved by the City Council.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Imperial Beach, California, as follows:

1. The above recitals are true and correct.

2. The City Council hereby adopts the Fiscal Year 2025-2027 Salary Schedule.

PASSED, APPROVED, AND ADOPTED by the City Council of the City of Imperial Beach, California, at its regular meeting held on the 17th day of June 2026, by the following vote:

AYES: COUNCILMEMBERS:

NOES: COUNCILMEMBERS:

ABSENT: COUNCILMEMBERS:

MITCHEL MCKAY, MAYOR
ATTEST:

JACQUELINE M. KELLY, MMC

CITY CLERK

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City of Imperial Beach
Salary Schedule
Fiscal Year 2025-2027
Adopted by Resolution No. 2025-043 on August 20, 2025;
Amended by Resolution No. 2025-052 on October 15, 2025; Amended by Resolution No. 2026-050 on May 20, 2026;
Amended by Resolution No. 2026-063 on June 17, 2026
ATTACHMENT 2

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Job No. General Employees Range

LOW HIGH
5010 ACCOUNT/CLERK TECHNICIAN 49 5,229 - 7,008
5014 ADMINISTRATIVE ASSISTANT 45 4,711 - 6,313
5020 ADMINISTRATIVE INTERN (Part-Time) 29P 3,200 - 4,288 5025 ADMINISTRATIVE INTERN-GIS (Part-Time) 29P 3,200 - 4,288 5050 ASSISTANT PLANNER 55 6,076 - 8,142
5060 ASSOCIATE PLANNER 60 6,875 - 9,213
9010 BEACH/PARKS MAINTENANCE WORKER 26 3,090 - 4,140
5070 BUILDING & PLANNING TECHNICIAN 42 4,443 - 5,954
5080 BUILDING/HOUSING INSPECTOR I 58 6,678 - 8,950
5090 BUILDING/HOUSING INSPECTOR II 66 7,853 - 10,524
6020 CODE COMPLIANCE OFFICER I 48 5,102 - 6,837
6025 CODE COMPLIANCE OFFICER II 54 5,896 - 7,901
2048 COMMUNITY PARK RANGER I 30F 3,547 - 4,753
2049 COMMUNITY PARK RANGER II 36 3,978 - 5,331
2051 COMMUNITY PARK RANGER III 41 4,389 - 5,882
2055 COMMUNITY RESPONSE CREW LEADER 55 6,076 - 8,142
2053 COMMUNITY RESPONSE CREW MEMBER 50 5,471 - 7,332
9020 CUSTODIAN 29 3,347 - 4,485
6050 CUSTOMER SERVICE SPECIALIST 41 4,389 - 5,882
9000 ENVIRONMENTAL PROGRAM SPECIALIST I 48 5,102 - 6,837 9005 ENVIRONMENTAL PROGRAM SPECIALIST II 56 6,228 - 8,347 3023 FACILITIES PROJECT COORDINATOR 54 5,896 - 7,901
3024 FACILITIES SUPERVISOR 59 6,708 - 8,988
7025 FIRE SAFETY INSPECTOR I 57 6,383 - 8,554
6065 FIRE SAFETY INSPECTOR II 64 7,474 - 10,016
9030 FLEET SUPERVISOR 62 7,223 - 9,680
6072 LEAD MAINTENANCE WORKER 50 5,471 - 7,332
9080 MAINTENANCE WORKER I 36 3,978 - 5,331
9090 MAINTENANCE WORKER II 43 4,565 - 6,117
8040 MARINE SAFETY SERGEANT 53 5,752 - 7,708
11120 MECHANIC I 48 5,102 - 6,837
11130 MECHANIC II 53 5,752 - 7,708
8010 OCEAN LIFEGUARD I 34 3,786 - 5,073
8020 OCEAN LIFEGUARD II 46 4,846 - 6,494
3023 PARKS SUPERVISOR (Effective 10/3/25) 57 6,383 - 8,554 11153 PUBLIC WORKS INSPECTOR 58 6,678 - 8,950
7015 RECREATION & COMMUNITY SERVICES COORDINATOR I 45 4,711 - 6,313 7014 RECREATION & COMMUNITY SERVICES COORDINATOR II 50 5,471 - 7,332 7003 RECREATION LEADER I 27 3,168 - 4,245
7004 RECREATION LEADER II 30 3,426 - 4,592
7010 RECREATION PROGRAM AIDE 26 3,090 - 4,140
7020 RECREATION PROGRAM COORDINATOR 34 3,786 - 5,073
7005 RECREATION SPECIALIST 35 3,881 - 5,201
7040 SENIOR PLANNER 69 8,461 - 11,338
11160 SEWER SUPERVISOR 64 7,474 - 10,016
11170 STREET SUPERVISOR 61 7,047 - 9,443
11180 TIDELANDS SUPERVISOR 60 6,875 - 9,213
Monthly Salary

CITY OF IMPERIAL BEACH SALARY SCHEDULE

POSITION CLASSIFICATIONS AND MONTHLY COMPENSATION
EFFECTIVE JULY 1, 2026 - JUNE 30, 2027
Amended by Resolution No. 2026-063 on June 17, 2026

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Job No. Fire Department (sworn) Range

LOW HIGH
8085 FIREFIGHTER/PARAMEDIC RECRUIT FP09 5,064
8055 FIRE CAPTAIN/PARAMEDIC FP08C 9,128 - 12,232
FIRE CAPTAIN/PARAMEDIC (40 HR.) 08PC 9,128 - 12,232
8070 FIRE ENGINEER/PARAMEDIC FP07 7,687 - 10,301
FIRE ENGINEER/PARAMEDIC (40 HR.) 07P 7,687 - 10,301
8090 FIREFIGHTER/PARAMEDIC FP06 7,117 - 9,537
FIREFIGHTER/PARAMEDIC (40 HR.) 06P 7,117 - 9,537
Job No. Confidential Range

LOW HIGH
5012 ACCOUNTANT 58C 6,393 - 8,567
5014 ADMINISTRATIVE ASSISTANT (Part-Time) 48C 4,884 - 6,545 4035 ADMINISTRATIVE ASSISTANT (Full-Time) 48C 4,884 - 6,545 5016 ADMINISTRATIVE ASSISTANT 48C 4,884 - 6,545
2054 COMMUNITY OUTREACH WORKER (Temporary) 40C 4,113 - 5,511 2077 ENVIRONMENTAL OFFICER 66C 7,555 - 10,124
2003 FINANCE ADMINISTRATIVE COORDINATOR 49C 5,031 - 6,742 4085 HOUSING PROGRAM SPECIALIST 55C 5,845 - 7,833
4070 HUMAN RESOURCES TECHNICIAN I 48C 4,884 - 6,545
4080 HUMAN RESOURCES TECHNICIAN II 51C 5,292 - 7,092
3053 INFORMATION TECHNOLOGY ANALYST I 61C 6,779 - 9,085 3052 INFORMATION TECHNOLOGY ANALYST II 66C 7,555 - 10,124 3054 INFORMATION TECHNOLOGY SPECIALIST I 54C 5,672 - 7,601 3055 INFORMATION TECHNOLOGY SPECIALIST II 57C 6,141 - 8,229 6073 INFORMATION TECHNOLOGY TECHNICIAN 49C 5,031 - 6,742 8030 MARINE SAFETY LIEUTENANT 60C 6,614 - 8,863
2043 PARKS, RECREATION & COMMUNITY SERVICES SUPERVISOR 66C 7,555 - 10,124 4040 SENIOR ACCOUNTANT 65C 7,370 - 9,876
7035 SENIOR ADMINISTRATIVE ASSISTANT 52C 5,418 - 7,260
3051 SENIOR INFORMATION TECHNOLOGY ANALYST 69C 8,099 - 10,854

CITY OF IMPERIAL BEACH SALARY SCHEDULE

POSITION CLASSIFICATIONS AND MONTHLY COMPENSATION
EFFECTIVE JULY 1, 2026 - JUNE 30, 2027
Amended by Resolution No. 2026-063 on June 17, 2026
Monthly Salary
Monthly Salary

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Job No. Mid-Management Range

LOW HIGH
2018 ASSISTANT CITY CLERK BAND 6,555 - 9,140
9420 ASSISTANT PUBLIC WORKS DIRECTOR BAND 10,905 - 15,344 6000 BUILDING OFFICIAL BAND 11,009 - 15,014
9018 CAPITAL IMPROVEMENT PROGRAM CONSTRUCTION MANAGER BAND 9,230 - 12,988 3010 CITY PLANNER BAND 9,911 - 13,946
4010 DEPUTY CITY CLERK BAND 5,515 - 7,534
3045 FINANCE MANAGER BAND 9,911 - 13,946
8088 FIRE MARSHAL BAND 10,816 - 14,822
9038 GIS MANAGER BAND 9,022 - 12,694
4083 HOUSING & NEIGHBORHOOD SERVICES MANAGER BAND 9,112 - 12,822 3048 INFORMATION TECHNOLOGY MANAGER BAND 10,241 - 14,409 3050 MARINE SAFETY CAPTAIN BAND 8,096 - 10,868
7045 SENIOR MANAGEMENT ANALYST BAND 7,596 - 10,688
Job No. Management/Department Heads Range
2023 CHIEF ADMINISTRATIVE OFFICER BAND 15,996 - 22,508
2030 CITY CLERK BAND 10,934 - 15,385
2040 COMMUNITY DEVELOPMENT DIRECTOR BAND 14,582 - 20,519 2070 ENVIRONMENTAL & NATURAL RESOURCES DIRECTOR BAND 11,852 - 16,677 2005 FINANCE DIRECTOR BAND 14,135 - 19,890
8045 FIRE CHIEF BAND 15,597 - 21,947
3043 HUMAN RESOURCES DIRECTOR BAND 14,027 - 19,737
2060 PUBLIC WORKS DIRECTOR BAND 14,733 - 20,732
Job No. Elected and City Manager Range
1010 CITY COUNCILMEMBER N/A
1020 CITY MANAGER N/A
1030 MAYOR N/A 1,750
Monthly Salary
Monthly Salary
950
21,889
Monthly Salary

CITY OF IMPERIAL BEACH SALARY SCHEDULE

POSITION CLASSIFICATIONS AND MONTHLY COMPENSATION
EFFECTIVE JULY 1, 2026 - JUNE 30, 2027
Amended by Resolution No. 2026-063 on June 17, 2026

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SALARY RANGE TABLE 1
RANGE 24 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 16.71 17.55 18.42 19.35 20.31 21.33 22.40
MONTHLY 2,896.68 3,041.52 3,193.59 3,353.27 3,520.94 3,696.99 3,881.83 ANNUAL 34,760.21 36,498.23 38,323.14 40,239.29 42,251.26 44,363.82 46,582.01 RANGE 24P STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 16.96 17.81 18.70 19.63 20.62 21.65 22.73
MONTHLY 2,939.90 3,086.89 3,241.24 3,403.30 3,573.47 3,752.14 3,939.75 ANNUAL 35,278.80 37,042.73 38,894.87 40,839.61 42,881.60 45,025.68 47,276.97 RANGE 25 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 17.39 18.26 19.17 20.13 21.13 22.19 23.30
MONTHLY 3,013.65 3,164.34 3,322.55 3,488.68 3,663.11 3,846.27 4,038.58 ANNUAL 36,163.84 37,972.02 39,870.63 41,864.16 43,957.37 46,155.24 48,463.00 RANGE 26 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 17.82 18.72 19.65 20.63 21.67 22.75 23.89
MONTHLY 3,089.54 3,244.01 3,406.22 3,576.53 3,755.35 3,943.12 4,140.28 ANNUAL 37,074.45 38,928.18 40,874.59 42,918.32 45,064.23 47,317.44 49,683.31 RANGE 26P STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 17.91 18.80 19.74 20.73 21.76 22.85 23.99
MONTHLY 3,103.59 3,258.77 3,421.71 3,592.79 3,772.43 3,961.06 4,159.11 ANNUAL 37,243.09 39,105.24 41,060.50 43,113.53 45,269.21 47,532.67 49,909.30 RANGE 27 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 18.28 19.19 20.15 21.16 22.21 23.32 24.49
MONTHLY 3,167.77 3,326.16 3,492.46 3,667.09 3,850.44 4,042.96 4,245.11 ANNUAL 38,013.21 39,913.87 41,909.56 44,005.05 46,205.29 48,515.56 50,941.33 RANGE 27P STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 17.48 18.35 19.27 20.23 21.24 22.30 23.42
MONTHLY 3,029.10 3,180.56 3,339.59 3,506.57 3,681.89 3,865.99 4,059.29 ANNUAL 36,349.25 38,166.72 40,075.05 42,078.80 44,182.74 46,391.89 48,711.48 RANGE 28 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 18.73 19.67 20.65 21.69 22.77 23.91 25.11
MONTHLY 3,247.28 3,409.64 3,580.12 3,759.13 3,947.08 4,144.44 4,351.66 ANNUAL 38,967.31 40,915.68 42,961.46 45,109.54 47,365.02 49,733.26 52,219.92 RANGE 29 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 19.31 20.27 21.29 22.35 23.47 24.64 25.87
MONTHLY 3,346.61 3,513.94 3,689.64 3,874.12 4,067.82 4,271.21 4,484.77 ANNUAL 40,159.30 42,167.26 44,275.63 46,489.41 48,813.89 51,254.57 53,817.30 RANGE 29P STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 18.46 19.38 20.35 21.37 22.44 23.56 24.74
MONTHLY 3,200.01 3,360.01 3,528.01 3,704.41 3,889.63 4,084.11 4,288.32 ANNUAL 38,400.11 40,320.11 42,336.12 44,452.92 46,675.57 49,009.35 51,459.82 RANGE 29C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 18.48 19.41 20.38 21.40 22.47 23.59 24.77
MONTHLY 3,203.59 3,363.77 3,531.96 3,708.55 3,893.98 4,088.68 4,293.11 ANNUAL 38,443.06 40,365.21 42,383.47 44,502.64 46,727.78 49,064.17 51,517.38 24 24P
25 27P
28 29
26 26P
27 29P
29C
SALARY SCHEDULE EFFECTIVE 7/1/2026 - 6/30/2027

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SALARY RANGE TABLE 2
RANGE 30 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 19.77 20.76 21.79 22.88 24.03 25.23 26.49
MONTHLY 3,426.33 3,597.65 3,777.53 3,966.41 4,164.73 4,372.96 4,591.61 ANNUAL 41,115.96 43,171.76 45,330.35 47,596.87 49,976.72 52,475.54 55,099.32 RANGE 30F STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 20.46 21.48 22.56 23.69 24.87 26.11 27.42
MONTHLY 3,546.55 3,723.88 3,910.07 4,105.58 4,310.86 4,526.40 4,752.72 ANNUAL 42,558.63 44,686.56 46,920.89 49,266.93 51,730.28 54,316.79 57,032.63 RANGE 30P STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 19.19 20.15 21.15 22.21 23.32 24.49 25.71
MONTHLY 3,325.81 3,492.10 3,666.70 3,850.04 4,042.54 4,244.67 4,456.90 ANNUAL 39,909.69 41,905.18 44,000.44 46,200.46 48,510.48 50,936.01 53,482.81 RANGE 31 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 20.57 21.60 22.68 23.82 25.01 26.26 27.57
MONTHLY 3,566.16 3,744.47 3,931.69 4,128.28 4,334.69 4,551.43 4,779.00 ANNUAL 42,793.96 44,933.65 47,180.33 49,539.35 52,016.32 54,617.13 57,347.99 RANGE 31C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 19.79 20.78 21.82 22.91 24.06 25.26 26.52
MONTHLY 3,430.64 3,602.17 3,782.28 3,971.39 4,169.96 4,378.46 4,597.38 ANNUAL 41,167.67 43,226.05 45,387.35 47,656.72 50,039.56 52,541.53 55,168.61 RANGE 31PC STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 19.69 20.68 21.71 22.80 23.94 25.14 26.39
MONTHLY 3,413.76 3,584.45 3,763.67 3,951.85 4,149.45 4,356.92 4,574.76 ANNUAL 40,965.12 43,013.38 45,164.04 47,422.25 49,793.36 52,283.02 54,897.18 RANGE 32 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 21.24 22.30 23.42 24.59 25.82 27.11 28.46
MONTHLY 3,681.70 3,865.78 4,059.07 4,262.02 4,475.12 4,698.88 4,933.82 ANNUAL 44,180.35 46,389.37 48,708.83 51,144.28 53,701.49 56,386.57 59,205.90 RANGE 32P STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 20.31 21.33 22.39 23.51 24.69 25.92 27.22
MONTHLY 3,520.51 3,696.53 3,881.36 4,075.43 4,279.20 4,493.16 4,717.82 ANNUAL 42,246.08 44,358.38 46,576.30 48,905.12 51,350.36 53,917.89 56,613.79 RANGE 33 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 21.62 22.70 23.84 25.03 26.28 27.60 28.98
MONTHLY 3,747.99 3,935.39 4,132.16 4,338.77 4,555.70 4,783.49 5,022.66 ANNUAL 44,975.86 47,224.65 49,585.89 52,065.18 54,668.44 57,401.86 60,271.95 RANGE 34 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 21.84 22.93 24.08 25.28 26.55 27.87 29.27
MONTHLY 3,785.50 3,974.78 4,173.52 4,382.19 4,601.30 4,831.37 5,072.94 ANNUAL 45,426.05 47,697.36 50,082.22 52,586.33 55,215.65 57,976.43 60,875.26 RANGE 35 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 22.39 23.51 24.69 25.92 27.22 28.58 30.01
MONTHLY 3,881.00 4,075.05 4,278.80 4,492.74 4,717.38 4,953.25 5,200.91 ANNUAL 46,572.00 48,900.60 51,345.63 53,912.92 56,608.56 59,438.99 62,410.93 30F
30P
31 30
32P
.
33 34
31C
31PC
32 35
SALARY SCHEDULE EFFECTIVE 7/1/2026 - 6/30/2027

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SALARY RANGE TABLE 3
RANGE 35C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 21.54 22.62 23.75 24.93 26.18 27.49 28.86
MONTHLY 3,733.51 3,920.19 4,116.20 4,322.01 4,538.11 4,765.01 5,003.26 ANNUAL 44,802.14 47,042.24 49,394.36 51,864.08 54,457.27 57,180.14 60,039.15 RANGE 36 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 22.95 24.10 25.30 26.57 27.89 29.29 30.75
MONTHLY 3,977.77 4,176.66 4,385.50 4,604.77 4,835.01 5,076.76 5,330.60 ANNUAL 47,733.29 50,119.96 52,625.96 55,257.25 58,020.12 60,921.13 63,967.19 RANGE 37F STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 24.03 25.24 26.50 27.82 29.21 30.67 32.21
MONTHLY 4,165.99 4,374.29 4,593.01 4,822.66 5,063.79 5,316.98 5,582.83 ANNUAL 49,991.93 52,491.54 55,116.12 57,871.91 60,765.51 63,803.79 66,993.98 RANGE 37P STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 22.21 23.32 24.48 25.71 26.99 28.34 29.76
MONTHLY 3,849.28 4,041.74 4,243.83 4,456.02 4,678.82 4,912.77 5,158.40 ANNUAL 46,191.36 48,500.93 50,925.97 53,472.28 56,145.89 58,953.18 61,900.84 RANGE 38 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 23.98 25.18 26.44 27.76 29.15 30.61 32.14
MONTHLY 4,156.62 4,364.45 4,582.67 4,811.80 5,052.39 5,305.01 5,570.26 ANNUAL 49,879.39 52,373.36 54,992.02 57,741.63 60,628.71 63,660.14 66,843.15 RANGE 38P STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 22.93 24.08 25.28 26.55 27.87 29.27 30.73
MONTHLY 3,974.87 4,173.62 4,382.30 4,601.41 4,831.48 5,073.06 5,326.71 ANNUAL 47,698.46 50,083.38 52,587.56 55,216.94 57,977.78 60,876.67 63,920.50 RANGE 38C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 22.96 24.10 25.31 26.57 27.90 29.30 30.76
MONTHLY 3,978.98 4,177.93 4,386.82 4,606.17 4,836.47 5,078.30 5,332.21 ANNUAL 47,747.75 50,135.14 52,641.90 55,273.99 58,037.69 60,939.57 63,986.55 RANGE 39 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 24.39 25.60 26.88 28.23 29.64 31.12 32.68
MONTHLY 4,226.74 4,438.08 4,659.99 4,892.99 5,137.64 5,394.52 5,664.24 ANNUAL 50,720.94 53,256.98 55,919.84 58,715.83 61,651.62 64,734.21 67,970.92 RANGE 40 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 24.66 25.90 27.19 28.55 29.98 31.48 33.05
MONTHLY 4,275.13 4,488.89 4,713.33 4,949.00 5,196.45 5,456.27 5,729.09 ANNUAL 51,301.59 53,866.67 56,560.01 59,388.00 62,357.40 65,475.27 68,749.03 RANGE 40C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 23.73 24.91 26.16 27.47 28.84 30.28 31.80
MONTHLY 4,112.67 4,318.30 4,534.21 4,760.92 4,998.97 5,248.92 5,511.36 ANNUAL 49,351.99 51,819.59 54,410.57 57,131.09 59,987.65 62,987.03 66,136.38 RANGE 41 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 25.32 26.59 27.92 29.31 30.78 32.32 33.93
MONTHLY 4,389.17 4,608.63 4,839.06 5,081.02 5,335.07 5,601.82 5,881.91 ANNUAL 52,670.08 55,303.59 58,068.76 60,972.20 64,020.81 67,221.84 70,582.93 38P
38C
39 40
40C
35C
36 37F
37P
38 41
SALARY SCHEDULE EFFECTIVE 7/1/2026 - 6/30/2027

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SALARY RANGE TABLE 4
RANGE 41C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 24.24 25.45 26.72 28.06 29.46 30.94 32.48
MONTHLY 4,201.60 4,411.68 4,632.26 4,863.88 5,107.07 5,362.42 5,630.54 ANNUAL 50,419.18 52,940.14 55,587.14 58,366.50 61,284.83 64,349.07 67,566.52 RANGE 42 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 25.63 26.92 28.26 29.68 31.16 32.72 34.35
MONTHLY 4,443.32 4,665.48 4,898.76 5,143.69 5,400.88 5,670.92 5,954.47 ANNUAL 53,319.78 55,985.77 58,785.06 61,724.32 64,810.54 68,051.06 71,453.61 RANGE 43 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 26.33 27.65 29.03 30.49 32.01 33.61 35.29
MONTHLY 4,564.60 4,792.83 5,032.47 5,284.10 5,548.30 5,825.72 6,117.01 ANNUAL 54,775.25 57,514.01 60,389.70 63,409.19 66,579.65 69,908.64 73,404.07 RANGE 43P STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 25.18 26.44 27.76 29.15 30.61 32.14 33.75
MONTHLY 4,364.89 4,583.13 4,812.29 5,052.91 5,305.55 5,570.83 5,849.37 ANNUAL 52,378.68 54,997.61 57,747.50 60,634.86 63,666.62 66,849.95 70,192.44 RANGE 43C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 25.21 26.47 27.79 29.18 30.64 32.17 33.78
MONTHLY 4,369.53 4,588.01 4,817.41 5,058.28 5,311.19 5,576.75 5,855.59 ANNUAL 52,434.37 55,056.10 57,808.90 60,699.35 63,734.31 66,921.03 70,267.08 RANGE 44 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 26.93 28.28 29.70 31.18 32.74 34.38 36.09
MONTHLY 4,668.63 4,902.06 5,147.16 5,404.52 5,674.74 5,958.48 6,256.40 ANNUAL 56,023.50 58,824.68 61,765.91 64,854.21 68,096.92 71,501.76 75,076.85 RANGE 45 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 27.18 28.54 29.96 31.46 33.03 34.69 36.42
MONTHLY 4,710.83 4,946.37 5,193.69 5,453.38 5,726.04 6,012.35 6,312.96 ANNUAL 56,529.97 59,356.48 62,324.30 65,440.51 68,712.54 72,148.16 75,755.57 RANGE 45P STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 25.99 27.29 28.65 30.09 31.59 33.17 34.83
MONTHLY 4,504.76 4,730.00 4,966.50 5,214.82 5,475.56 5,749.34 6,036.81 ANNUAL 54,057.10 56,759.96 59,597.95 62,577.85 65,706.74 68,992.08 72,441.68 RANGE 45C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 26.02 27.32 28.68 30.12 31.62 33.20 34.86
MONTHLY 4,509.51 4,734.99 4,971.73 5,220.32 5,481.34 5,755.40 6,043.17 ANNUAL 54,114.12 56,819.82 59,660.82 62,643.86 65,776.05 69,064.85 72,518.09 RANGE 45PC STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 25.63 26.91 28.26 29.67 31.15 32.71 34.35
MONTHLY 4,442.58 4,664.71 4,897.95 5,142.84 5,399.99 5,669.98 5,953.48 ANNUAL 53,310.97 55,976.52 58,775.34 61,714.12 64,799.83 68,039.82 71,441.81 RANGE 46 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 27.96 29.36 30.82 32.36 33.98 35.68 37.47
MONTHLY 4,845.97 5,088.27 5,342.69 5,609.82 5,890.31 6,184.83 6,494.07 ANNUAL 58,151.69 61,059.27 64,112.24 67,317.85 70,683.74 74,217.94 77,928.83 43 43P
43C
41C
42 45C
45PC
46 44
45 45P
SALARY SCHEDULE EFFECTIVE 7/1/2026 - 6/30/2027

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SALARY RANGE TABLE 5
RANGE 46C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 26.76 28.10 29.51 30.98 32.53 34.16 35.86
MONTHLY 4,638.88 4,870.82 5,114.36 5,370.08 5,638.58 5,920.51 6,216.54 ANNUAL 55,666.53 58,449.85 61,372.35 64,440.96 67,663.02 71,046.17 74,598.48 RANGE 47 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 28.66 30.09 31.60 33.18 34.84 36.58 38.41
MONTHLY 4,967.69 5,216.07 5,476.88 5,750.72 6,038.26 6,340.17 6,657.18 ANNUAL 59,612.27 62,592.87 65,722.52 69,008.64 72,459.08 76,082.03 79,886.14 RANGE 47C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 27.43 28.80 30.24 31.76 33.34 35.01 36.76
MONTHLY 4,754.85 4,992.59 5,242.22 5,504.33 5,779.55 6,068.53 6,371.95 ANNUAL 57,058.19 59,911.10 62,906.65 66,051.99 69,354.59 72,822.32 76,463.43 RANGE 48 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 29.43 30.90 32.45 34.07 35.78 37.57 39.44
MONTHLY 5,101.77 5,356.85 5,624.70 5,905.93 6,201.23 6,511.29 6,836.85 ANNUAL 61,221.19 64,282.25 67,496.36 70,871.19 74,414.75 78,135.48 82,042.26 RANGE 48P STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 28.15 29.55 31.03 32.58 34.21 35.92 37.72
MONTHLY 4,878.64 5,122.57 5,378.70 5,647.63 5,930.01 6,226.52 6,537.84 ANNUAL 58,543.65 61,470.83 64,544.37 67,771.59 71,160.17 74,718.18 78,454.09 RANGE 48C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 28.18 29.58 31.06 32.62 34.25 35.96 37.76
MONTHLY 4,883.74 5,127.92 5,384.32 5,653.54 5,936.21 6,233.02 6,544.68 ANNUAL 58,604.85 61,535.09 64,611.86 67,842.44 71,234.57 74,796.30 78,536.11 RANGE 49 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 30.17 31.68 33.26 34.93 36.67 38.51 40.43
MONTHLY 5,229.45 5,490.92 5,765.47 6,053.74 6,356.43 6,674.25 7,007.96 ANNUAL 62,753.39 65,891.05 69,185.61 72,644.89 76,277.14 80,090.99 84,095.54 RANGE 49P STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 29.28 30.75 32.29 33.90 35.60 37.38 39.24
MONTHLY 5,076.03 5,329.83 5,596.32 5,876.13 6,169.94 6,478.44 6,802.36 ANNUAL 60,912.31 63,957.92 67,155.83 70,513.61 74,039.29 77,741.26 81,628.32 RANGE 49C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 29.02 30.47 32.00 33.60 35.28 37.04 38.89
MONTHLY 5,030.72 5,282.25 5,546.36 5,823.68 6,114.87 6,420.61 6,741.64 ANNUAL 60,368.58 63,387.01 66,556.36 69,884.18 73,378.40 77,047.31 80,899.68 RANGE 50 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 31.56 33.14 34.80 36.54 38.37 40.28 42.30
MONTHLY 5,470.96 5,744.51 6,031.73 6,333.32 6,649.98 6,982.48 7,331.61 ANNUAL 65,651.51 68,934.08 72,380.78 75,999.83 79,799.81 83,789.81 87,979.30 RANGE 50L STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 32.70 34.33 36.05 37.85 39.74 41.73 43.82
MONTHLY 5,667.71 5,951.09 6,248.64 6,561.08 6,889.13 7,233.59 7,595.27 ANNUAL 68,012.47 71,413.08 74,983.74 78,732.93 82,669.57 86,803.06 91,143.21 46C
48P
48C
49 47
47C
48 50L
49P
49C
50 SALARY SCHEDULE EFFECTIVE 7/1/2026 - 6/30/2027

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SALARY RANGE TABLE 6
RANGE 50C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 29.75 31.24 32.80 34.44 36.16 37.97 39.87
MONTHLY 5,156.48 5,414.31 5,685.02 5,969.27 6,267.74 6,581.12 6,910.18 ANNUAL 61,877.80 64,971.69 68,220.28 71,631.29 75,212.86 78,973.50 82,922.17 RANGE 51 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 31.89 33.49 35.16 36.92 38.77 40.71 42.74
MONTHLY 5,528.30 5,804.71 6,094.95 6,399.70 6,719.68 7,055.67 7,408.45 ANNUAL 66,339.58 69,656.56 73,139.39 76,796.37 80,636.19 84,667.98 88,901.38 RANGE 51C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 30.53 32.06 33.66 35.34 37.11 38.97 40.91
MONTHLY 5,292.04 5,556.64 5,834.48 6,126.20 6,432.51 6,754.14 7,091.84 ANNUAL 63,504.51 66,679.74 70,013.72 73,514.41 77,190.13 81,049.63 85,102.11 RANGE 52 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 32.37 33.99 35.69 37.48 39.35 41.32 43.38
MONTHLY 5,611.22 5,891.78 6,186.37 6,495.69 6,820.47 7,161.49 7,519.57 ANNUAL 67,334.62 70,701.35 74,236.41 77,948.23 81,845.65 85,937.93 90,234.82 RANGE 52C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 31.25 32.82 34.46 36.18 37.99 39.89 41.88
MONTHLY 5,417.53 5,688.41 5,972.83 6,271.47 6,585.04 6,914.29 7,260.01 ANNUAL 65,010.37 68,260.88 71,673.93 75,257.63 79,020.51 82,971.53 87,120.11 RANGE 53 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 33.19 34.84 36.59 38.42 40.34 42.35 44.47
MONTHLY 5,752.12 6,039.72 6,341.71 6,658.79 6,991.73 7,341.32 7,708.39 ANNUAL 69,025.40 72,476.67 76,100.50 79,905.52 83,900.80 88,095.84 92,500.63 RANGE 53C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 31.85 33.44 35.11 36.87 38.71 40.64 42.68
MONTHLY 5,519.89 5,795.89 6,085.68 6,389.96 6,709.46 7,044.93 7,397.18 ANNUAL 66,238.69 69,550.63 73,028.15 76,679.56 80,513.54 84,539.21 88,766.17 RANGE 54 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 34.01 35.71 37.50 39.38 41.34 43.41 45.58
MONTHLY 5,895.79 6,190.58 6,500.10 6,825.11 7,166.36 7,524.68 7,900.92 ANNUAL 70,749.43 74,286.90 78,001.25 81,901.31 85,996.38 90,296.20 94,811.01 RANGE 54C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 32.72 34.36 36.08 37.88 39.77 41.76 43.85
MONTHLY 5,671.73 5,955.32 6,253.08 6,565.74 6,894.02 7,238.72 7,600.66 ANNUAL 68,060.76 71,463.79 75,036.98 78,788.83 82,728.27 86,864.70 91,207.93 RANGE 55 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 35.05 36.80 38.64 40.58 42.61 44.74 46.97
MONTHLY 6,075.69 6,379.48 6,698.45 7,033.37 7,385.04 7,754.29 8,142.01 ANNUAL 72,908.31 76,553.73 80,381.42 84,400.49 88,620.52 93,051.54 97,704.11 RANGE 55C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 33.72 35.41 37.18 39.04 40.99 43.04 45.19
MONTHLY 5,844.80 6,137.04 6,443.89 6,766.09 7,104.39 7,459.61 7,832.59 ANNUAL 70,137.59 73,644.48 77,326.71 81,193.04 85,252.69 89,515.32 93,991.09 50C
51 53
53C
54 51C
52 52C
54C
55 55C
SALARY SCHEDULE EFFECTIVE 7/1/2026 - 6/30/2027

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SALARY RANGE TABLE 7
RANGE 56 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 35.93 37.73 39.61 41.60 43.67 45.86 48.15
MONTHLY 6,228.10 6,539.51 6,866.48 7,209.81 7,570.30 7,948.81 8,346.25 ANNUAL 74,737.23 78,474.09 82,397.80 86,517.69 90,843.56 95,385.74 100,155.03 RANGE 57 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 36.83 38.67 40.60 42.63 44.76 47.00 49.35
MONTHLY 6,383.50 6,702.67 7,037.80 7,389.69 7,759.18 8,147.14 8,554.49 ANNUAL 76,601.95 80,432.05 84,453.65 88,676.34 93,110.15 97,765.65 102,653.94 RANGE 57C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 35.43 37.20 39.06 41.01 43.06 45.22 47.48
MONTHLY 6,140.91 6,447.95 6,770.35 7,108.87 7,464.31 7,837.52 8,229.40 ANNUAL 73,690.87 77,375.40 81,244.18 85,306.39 89,571.71 94,050.29 98,752.80 RANGE STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7
HOURLY 38.53 40.46 42.48 44.60 46.83 49.17 51.63
MONTHLY 6,678.30 7,012.21 7,362.82 7,730.96 8,117.51 8,523.39 8,949.55 ANNUAL 80,139.55 84,146.53 88,353.86 92,771.55 97,410.12 102,280.62 107,394.65 RANGE 58C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 36.88 38.73 40.66 42.70 44.83 47.07 49.43
MONTHLY 6,392.89 6,712.54 7,048.16 7,400.57 7,770.60 8,159.13 8,567.09 ANNUAL 76,714.72 80,550.46 84,577.98 88,806.87 93,247.22 97,909.58 102,805.06 RANGE 59 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 38.70 40.63 42.66 44.80 47.04 49.39 51.86
MONTHLY 6,707.29 7,042.65 7,394.78 7,764.52 8,152.75 8,560.38 8,988.40 ANNUAL 80,487.43 84,511.80 88,737.39 93,174.26 97,832.97 102,724.61 107,860.84 RANGE 60 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 39.66 41.65 43.73 45.92 48.21 50.62 53.15
MONTHLY 6,875.04 7,218.79 7,579.73 7,958.72 8,356.66 8,774.49 9,213.21 ANNUAL 82,500.50 86,625.53 90,956.81 95,504.65 100,279.88 105,293.88 110,558.58 RANGE 60C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 38.16 40.06 42.07 44.17 46.38 48.70 51.13
MONTHLY 6,613.77 6,944.46 7,291.68 7,656.27 8,039.08 8,441.04 8,863.09 ANNUAL 79,365.25 83,333.52 87,500.20 91,875.21 96,468.97 101,292.42 106,357.04 RANGE 61 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 40.65 42.69 44.82 47.06 49.42 51.89 54.48
MONTHLY 7,046.85 7,399.19 7,769.15 8,157.61 8,565.49 8,993.76 9,443.45 ANNUAL 84,562.19 88,790.30 93,229.81 97,891.31 102,785.87 107,925.16 113,321.42 RANGE 61C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 39.11 41.07 43.12 45.28 47.54 49.92 52.41
MONTHLY 6,779.12 7,118.07 7,473.97 7,847.67 8,240.06 8,652.06 9,084.66 ANNUAL 81,349.38 85,416.85 89,687.69 94,172.08 98,880.68 103,824.72 109,015.95 RANGE 62 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 41.67 43.76 45.94 48.24 50.65 53.19 55.85
MONTHLY 7,223.34 7,584.51 7,963.74 8,361.93 8,780.02 9,219.02 9,679.97 ANNUAL 86,680.14 91,014.16 95,564.85 100,343.10 105,360.25 110,628.26 116,159.68 56 57
57C
58 58C
62 59
60 60C
61 61C
SALARY SCHEDULE EFFECTIVE 7/1/2026 - 6/30/2027

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SALARY RANGE TABLE 8
RANGE 63 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 42.07 44.18 46.39 48.70 51.14 53.70 56.38
MONTHLY 7,292.62 7,657.25 8,040.12 8,442.12 8,864.23 9,307.44 9,772.81 ANNUAL 87,511.46 91,887.04 96,481.39 101,305.46 106,370.73 111,689.27 117,273.73 RANGE 63C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 40.27 42.29 44.40 46.62 48.95 51.40 53.97
MONTHLY 6,980.97 7,330.01 7,696.52 8,081.34 8,485.41 8,909.68 9,355.16 ANNUAL 83,771.59 87,960.18 92,358.18 96,976.09 101,824.89 106,916.14 112,261.95 RANGE 64 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 43.12 45.28 47.54 49.92 52.41 55.04 57.79
MONTHLY 7,474.45 7,848.17 8,240.58 8,652.61 9,085.24 9,539.50 10,016.47 ANNUAL 89,693.37 94,178.04 98,886.94 103,831.29 109,022.85 114,474.00 120,197.70 RANGE 65 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 44.20 46.41 48.73 51.16 53.72 56.41 59.23
MONTHLY 7,660.96 8,044.01 8,446.21 8,868.52 9,311.95 9,777.54 10,266.42 ANNUAL 91,931.55 96,528.12 101,354.53 106,422.26 111,743.37 117,330.54 123,197.06 RANGE 65C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 42.52 44.64 46.88 49.22 51.68 54.27 56.98
MONTHLY 7,369.82 7,738.32 8,125.23 8,531.49 8,958.07 9,405.97 9,876.27 ANNUAL 88,437.90 92,859.78 97,502.78 102,377.92 107,496.81 112,871.65 118,515.23 RANGE 66 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 45.31 47.57 49.95 52.45 55.07 57.83 60.72
MONTHLY 7,853.45 8,246.12 8,658.42 9,091.35 9,545.91 10,023.21 10,524.37 ANNUAL 94,241.35 98,953.42 103,901.08 109,096.14 114,550.95 120,278.49 126,292.41 RANGE 66C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 43.59 45.77 48.05 50.46 52.98 55.63 58.41
MONTHLY 7,554.99 7,932.74 8,329.38 8,745.85 9,183.14 9,642.30 10,124.41 ANNUAL 90,659.91 95,192.91 99,952.55 104,950.19 110,197.69 115,707.57 121,492.95 RANGE 67 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 46.44 48.76 51.20 53.76 56.44 59.27 62.23
MONTHLY 8,048.91 8,451.36 8,873.93 9,317.62 9,783.50 10,272.68 10,786.31 ANNUAL 96,586.96 101,416.31 106,487.12 111,811.48 117,402.06 123,272.16 129,435.76 RANGE 68 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 47.59 49.97 52.47 55.09 57.85 60.74 63.78
MONTHLY 8,249.28 8,661.75 9,094.83 9,549.58 10,027.06 10,528.41 11,054.83 ANNUAL 98,991.40 103,940.97 109,138.02 114,594.91 120,324.66 126,340.89 132,657.94 RANGE 69 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 48.81 51.25 53.82 56.51 59.33 62.30 65.41
MONTHLY 8,460.95 8,884.00 9,328.20 9,794.61 10,284.34 10,798.56 11,338.48 ANNUAL 101,531.41 106,607.98 111,938.39 117,535.29 123,412.07 129,582.67 136,061.80 RANGE 69C STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 46.73 49.06 51.52 54.09 56.80 59.64 62.62
MONTHLY 8,099.37 8,504.33 8,929.55 9,376.03 9,844.83 10,337.07 10,853.92 ANNUAL 97,192.38 102,052.00 107,154.60 112,512.33 118,137.95 124,044.85 130,247.09 63 63C
66 66C
67 64
65 65C
68 69
69C
SALARY SCHEDULE EFFECTIVE 7/1/2026 - 6/30/2027

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SALARY RANGE TABLE 9
RANGE 70 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 50.03 52.53 55.16 57.92 60.81 63.85 67.05
MONTHLY 8,671.98 9,105.58 9,560.86 10,038.90 10,540.84 11,067.89 11,621.28 ANNUAL 104,063.75 109,266.94 114,730.29 120,466.80 126,490.14 132,814.65 139,455.38 RANGE 71 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 51.28 53.85 56.54 59.36 62.33 65.45 68.72
MONTHLY 8,888.76 9,333.20 9,799.86 10,289.85 10,804.35 11,344.56 11,911.79 ANNUAL 106,665.15 111,998.41 117,598.33 123,478.25 129,652.16 136,134.77 142,941.50 RANGE 72 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 52.56 55.19 57.94 60.84 63.88 67.08 70.43
MONTHLY 9,110.02 9,565.52 10,043.80 10,545.99 11,073.29 11,626.95 12,208.30 ANNUAL 109,320.28 114,786.29 120,525.59 126,551.88 132,879.47 139,523.45 146,499.62 RANGE 73 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 53.87 56.57 59.40 62.37 65.49 68.76 72.20
MONTHLY 9,338.32 9,805.23 10,295.49 10,810.27 11,350.78 11,918.32 12,514.24 ANNUAL 112,059.80 117,662.79 123,545.93 129,723.23 136,209.39 143,019.85 150,170.85 RANGE 74 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 55.22 57.99 60.88 63.93 67.13 70.48 74.01
MONTHLY 9,572.15 10,050.76 10,553.30 11,080.96 11,635.01 12,216.76 12,827.60 ANNUAL 114,865.84 120,609.12 126,639.59 132,971.56 139,620.15 146,601.15 153,931.20 RANGE 75 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 56.60 59.43 62.40 65.52 68.80 72.24 75.85
MONTHLY 9,811.10 10,301.66 10,816.74 11,357.58 11,925.46 12,521.73 13,147.82 ANNUAL 117,733.26 123,619.92 129,800.92 136,290.96 143,105.51 150,260.79 157,773.83 RANGE 76 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 58.02 60.92 63.97 67.17 70.52 74.05 77.75
MONTHLY 10,056.88 10,559.72 11,087.71 11,642.09 12,224.20 12,835.41 13,477.18 ANNUAL 120,682.54 126,716.67 133,052.49 139,705.13 146,690.38 154,024.90 161,726.14 RANGE 77 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 59.47 62.44 65.56 68.84 72.29 75.90 79.69
MONTHLY 10,307.98 10,823.38 11,364.55 11,932.78 12,529.41 13,155.89 13,813.68 ANNUAL 123,695.77 129,880.55 136,374.58 143,193.31 150,352.98 157,870.63 165,764.16 RANGE 78 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 60.96 64.00 67.20 70.56 74.09 77.80 81.69
MONTHLY 10,565.69 11,093.97 11,648.67 12,231.11 12,842.66 13,484.80 14,159.04 ANNUAL 126,788.29 133,127.70 139,784.09 146,773.29 154,111.96 161,817.55 169,908.43 RANGE 79 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 62.48 65.61 68.89 72.33 75.95 79.75 83.73
MONTHLY 10,830.43 11,371.96 11,940.56 12,537.58 13,164.46 13,822.68 14,513.82 ANNUAL 129,965.22 136,463.48 143,286.66 150,450.99 157,973.54 165,872.21 174,165.83 70 71
72 79
76 77
78 73
74 75
SALARY SCHEDULE EFFECTIVE 7/1/2026 - 6/30/2027

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FIRE SALARY RANGE TABLE 1
FIRE RANGE 06P-40 HRS STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 41.06 43.11 45.27 47.53 49.91 52.40 55.02
MONTHLY 7,116.84 7,472.68 7,846.31 8,238.63 8,650.56 9,083.09 9,537.24 ANNUAL 85,402.05 89,672.15 94,155.76 98,863.55 103,806.73 108,997.06 114,446.92 FIRE RANGE 07P-40 HRS STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 44.35 46.56 48.89 51.34 53.90 56.60 59.43
MONTHLY 7,686.75 8,071.09 8,474.64 8,898.37 9,343.29 9,810.46 10,300.98 ANNUAL 92,240.98 96,853.03 101,695.69 106,780.47 112,119.49 117,725.47 123,611.74 FIRE RANGE 08PC-40 HRS STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 52.66 55.29 58.06 60.96 64.01 67.21 70.57
MONTHLY 9,128.03 9,584.43 10,063.65 10,566.84 11,095.18 11,649.94 12,232.44 ANNUAL 109,536.38 115,013.19 120,763.86 126,802.04 133,142.15 139,799.26 146,789.22 FIRE RANGE FP06-56 HRS STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 29.33 30.79 32.33 33.95 35.65 37.43 39.30
MONTHLY 7,116.84 7,472.68 7,846.31 8,238.63 8,650.56 9,083.09 9,537.24 ANNUAL 85,402.05 89,672.15 94,155.76 98,863.55 103,806.73 108,997.06 114,446.92 FIRE RANGE FP07-56 HRS STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 31.68 33.26 34.92 36.67 38.50 40.43 42.45
MONTHLY 7,686.75 8,071.09 8,474.64 8,898.37 9,343.29 9,810.46 10,300.98 ANNUAL 92,240.98 96,853.03 101,695.69 106,780.47 112,119.49 117,725.47 123,611.74 FIRE RANGE FP08C-56 HRS STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 HOURLY 37.62 39.50 41.47 43.54 45.72 48.01 50.41
MONTHLY 9,128.03 9,584.43 10,063.65 10,566.84 11,095.18 11,649.94 12,232.44 ANNUAL 109,536.38 115,013.19 120,763.86 126,802.04 133,142.15 139,799.26 146,789.22 FIRE RANGE FP09
MONTHLY 5,063.92
ANNUAL 60,767.04
FP09
FP06
FP07
FP08C
06P
07P
08PC
SALARY SCHEDULE EFFECTIVE 7/1/2026 - 6/30/2027

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Imperial Beach City CouncilJune 17, 2026

Imperial Beach City Council
June 17, 2026