National City City Council
September 16, 2025

City of National City

EMERGENCY RESPONSE PLAN

LIFT STATIONS
MAY 2024
PREPARED FOR:

CITY OF NATIONAL CITY

DEPARTMENT OF PUBLIC WORKS
2100 HOOVER AVE.

NATIONAL CITY, CALIFORNIA 91950
PREPARED BY:

Emergency Response Plan
Lift Stations
The information provided within this document is for the sole purpose of responding to potential or actual lift station failures and implementing protocols to mitigate sanitary sewer overflows.

This document includes a summary of the standard operating procedures to respond to a potential or actual sewer overflow at either of the City of National City’s Lift Stations and the equipment selection for by-passing each individual or multiple lift stations.

This document serves as a supplement to the City’s Sanitary Sewer Overflow Emergency Response Plan included in the Sewer System Management Plan; it is not all inclusive and must be updated on a regular basis.

Training shall be conducted on an on-going basis; observations will be noted and critiqued with those participating in the training exercise. Documentation of the trainings shall be in compliance with the Sanitary Sewer Overflow Emergency Response Plan.

The City of National City (City) prepared a Sanitary Sewer Overflow Emergency Response Plan (SSOERP), which is included in the City’s Sewer System Management Plan (SSMP) and serves to establish the formal procedures for City staff to contain, correct, and clean up SSOs. The SSOERP is intended to provide the City with a comprehensive document that includes components necessary for minimizing the effects of SSOs on the environment while protecting the public’s health and safety. Detailed SSO response procedures and notifications and reporting guidelines are included in the City’s SSOERP.

Purpose
The City of National City (City) recognizes the importance of preventing sewage spills not only to safeguard public health and safety, but to protect of our surrounding waters and the overall environment. The purpose of these procedures is to standardize the method used by Public Works staff when responding to a potential or actual sewer overflow at a City lift station. It is intended to:
a) ensure all safety precautions and industry practices are consistently followed, b) ensure operation, maintenance, and data collection is accomplished in a consistent and efficient manner, and
c) minimize the impact of a sewage spill to public health, worker safety, and the environment.

Public Works staff is primarily responsible for responding to potential or actual SSOs. In the event of an SSO, the City’s Public Works staff must respond and be prepared to:
• Contain the SSO;
• Mitigate the overflow;
• Clean up the contaminated area; and
• Document required information for reporting purpose.

This document presents the strategy for the City’s Public Works staff to mobilize labor, materials, tools, and equipment to contain, mitigate, and clean-up residuals from a sewer overflow and correct or repair any condition which may cause or contribute to a sewage discharge at either of its lift stations.

Safety
Nothing in these procedures supersedes, or in any other way, relaxes the City of National City’s Safety Procedures regarding Traffic Safety, Electrical Safety, Lockout/Tagout, Confined Space, Infectious Disease, or Illness and Injury Prevention.

Discussion of Sanitary Sewer Overflow Emergency Response Plan The emergency response procedures included in this document reflects the strategy for the Public Works Department to mobilize labor, material, tools, and equipment in response to an actual or potential SSO and correct or repair any condition which may cause or contribute to an SSO and either of the two (2) lift stations. This document should be used in conjunction with the detailed SSO response procedures and notifications and reporting guidelines included in the City’s current SSOERP.

SSO Notification Procedures
The City’s SSOERP includes procedures for proper notification of the appropriate staff in a timely manner. City Public Works staff are notified of possible or actual SSOs by the Public Works front desk personnel. A work order is generated and appropriate personnel are dispatched to the site.

The On-Call staff member will respond to the notification or secure the appropriate back-up for response.

SSO Response
The City’s SSOERP includes response priorities, safety, and overflow containment, correction, and clean-up measures for potential or actual SSOs of various types. Specific actions to be performed by Public Works staff and additional crews are outlined and described in further detail.

First Responder Responsibilities
Based on the information provided during the notification of a possible or actual SSO, the Public Works staff member or the designated backup shall proceed to the lift station to assess the cause and extent of the SSO. The City staff person to arrive first at the location is considered the First Responder. The First Responder will determine whether to request additional maintenance staff or other City personnel be dispatched to the lift station if the SSO cannot be fully contained or recovered or if it has reached public waters. The information obtained during the initial notification of a possible SSO may warrant the First Responder, in his/her best professional judgment, to request that additional maintenance staff other City personnel be dispatched, or issue a request for contractor services before proceeding to the reported lift station.

It is the responsibility of the First Responder to protect the health and safety of the public by mitigating the impacts of the SSO to the maximum extent possible. Areas where public contact with sewage is possible shall be isolated using barricades, signs, or other effective means. The First Responder will perform the following:
• Implement processes and procedures as described in the City’s SSOERP to stop or contain the overflow,
• Perform documentation as described in the City’s SSOERP, • Ensure that the provisions of this SSOERP and other directives are met.

If the First Responder cannot locate the SSO or the reported problem, he or she shall attempt to obtain additional information from the incident reporter or Police Dispatch Operator to clarify reported data and to locate the problem. If the SSO or reported problem still cannot be located, the First Responder shall check the system for normal operation, advise the dispatch personnel or Police Dispatch Operator of the non-condition, remain at the location for a reasonable period of time, and prepare the final field report.

SSO Documentation
Documenting SSOs and their causes provides information for:
• Management for performance measurement and decision-making, • Regulators to meet established reporting requirements, • Planning future maintenance and repair activities,
• Engineering determinations regarding capacity, rehabilitation, or replacement, and • Reference for historical performance or claims.

The First Responder shall ensure that the SSO is properly investigated and documented.

Information compiled during the investigation of the SSO shall be recorded on the Sanitary Sewer Overflow Report included in Attachment A. Copies of supporting information shall be compiled.

The minimum information required from the investigation is:
• Cause of SSO,
• Volume of SSO including volume released and volume recovered, • Location of point of discharge, including Global Positioning System (GPS) coordinates, • Ultimate destination of the SSO,
• Impact and extent of impact,
• Estimated start time of SSO,
• Time City received notification of SSO,
• Arrival time of crew(s) and time to correct the SSO,
• End time of SSO,
• Water body impacted and results of bacteriological monitoring, if applicable, • Actions taken to mitigate the SSO.

Lift Station Alarm Notifications of Possible SSOs
The City’s sewer lift stations are equipped with alarm systems. Each lift station transmits an alarm signal due to any of the following conditions:
• Power failure,
• High water level in the wet well, and/or
• Low water level in the wet well,
• Pump failure,
• Either of the pumps not operational.

Upon receipt of an alarm signal, City dispatch personnel contacts the on-duty Public Works staff member and will dispatch available crews. The Public Works staff member or the designated backup will proceed to the lift station to assess the situation and resolve the problem. If the First Responder requires assistance, he/she will request the appropriate personnel for assistance.

In the event an emergency bypass procedure is required to prevent a potential SSO occurrence at a lift station, City staff will implement the bypass procedure developed specifically for the lift station and described in detail below.

Training
The City recognizes the importance of consistent staff training and documentation of training sessions. Appropriate staff participate in regularly scheduled training sessions to assist response crews in awareness of their responsibilities while executing their duties. Training sessions also include hands-on field demonstrations to ensure the preparedness of all response personnel to all anticipated situations. The training log template included in the SSOERP, and is provided in this document as Attachment B.

The responding crew should be fully capable and trained in the proper function of each of these systems present. Trouble shooting these controls is specific to the unit. Consequently, the O&M manual for the level sensor system and pump controls should be consulted during a failure.

STATION SPECIFIC

EMERGENCY RESPONSE PROCEDURES

PROBLEM: Wastewater Lift Station Alarms—General Response Actions EMERGENCY PROCEDURES:

Crews are dispatched to the station indicating an alarm within 30 minutes of a priority alarm.

Respondents should be equipped with standard response equipment and station-specific troubleshooting guide.

Once at the lift station, if necessary, request additional assistance. City personnel must remain at the station until further instructions are received.

Check and confirm potential power outage that may have triggered the alarm. A power failure at a lift station my need to be promptly reported to the power company. Note the pole number nearest the station to be reported.

Personnel dispatched to investigate lift station alarms shall respond to the station even if the alarm has cleared prior to their arrival. All alarm conditions are to be checked and logged. Use the following guidelines and follow confined space entry procedures if applicable.

Wetwell Type Station

1. Note any unusual odors - i.e. burning electrical equipment or paint.

2. Listen and note if pump(s) are running and any unusual noises.

3. Lightly touch pump motors and pump bearing housing. Note any which seem unusually hot.

4. Observe every piece of equipment in the station. Note anything which looks out of place.

PROBLEM: Lift Station Failure Caused by Pump or Valve Failure EMERGENCY PROCEDURES:

1. City crews are dispatched to the lift station immediately.

2. Upon arrival, crews identity available storage capacity in the wet well. This visual assessment will provide an indication of the time available to implement response procedures.

3. Inspect the motor control circuit looking for failure indications. Check processor to determine failure, if applicable. If pump failure is determined, skip to wet well inspection steps.

4. Prior to viewing the wet well, measure the atmospheric conditions for sufficient oxygen and the presence of explosive or toxic gases. If flooded, skip to bypass steps.

5. Constantly monitor the atmospheric conditions while working in or above the wet well. Inspect the wet well. Check the wet well floats or level control system, bar rack and pump volute for clogging or other problems.

Bypass Steps:

If pump failure, determine if bypass pumping is necessary. If unnecessary, skip to repair procedures.

Bypass pumping:
• Request additional crews to bring appropriate portable pump(s) including all required lengths of suction and discharge hose, and other required equipment. • Upon arrival of crews to the site, proper traffic control will be set up in the intersection to control the flow of traffic and allow access to MH862 and MH862A for bypassing purposes.

Intersection of Tidelands Avenue and Bay
(Looking northbound on Bay Marina Drive)
• Once proper traffic control is established, crews will connect the portable generator to connection located in the lift station building.
• Crews will remove the covers to MH862 and MH862A.

• In MH862, place the portable sump pump.
• Extend enough bypass hose to connect to the
valve located in MH862A located in the
intersection.

MH862A–Location of Connection Discharge Pipeline
• Go through the procedures for starting the portable generator and pump equipment and begin pumping.

Repair Procedures:
• Implement Lock Out and Tag Out (LOTO) procedures.
• Inspect the piping and valves for cause of failure. (Monitor the atmospheric conditions for sufficient oxygen and the presence of explosive or toxic gases). • Complete repairs to pump or valve as required. If permanent materials are not readily available, install temporary repairs until the permanent repairs can be completed. • Restore facilities to normal operating conditions and inspect other components of the force main and pumping system for signs of other or similar failure. • Shut down bypass operation. Do not disconnect hoses until repair is checked for leaks.

Operate pumps to check repair under pressure and normal operating conditions. • If no leaks are observed, return pumps to normal conditions by removing LOTO. Monitor pumps to check lead/lag operations.
• Complete a report indicating; the time of the call, description of the problem, repairs made, personnel present and equipment used.

MH862–Location of Trash Pump
Placement

PROBLEM: Lift Station Failure Caused by Obstruction in Pump(s) EMERGENCY PROCEDURES:

1. City crews are dispatched to the lift station immediately.

2. Upon arrival, crews identity available storage capacity in the wet well. This visual assessment will provide an indication of the time available to implement response procedures.

3. Inspect the motor control circuit looking for failure indications. Check processor to determine failure, if applicable. If pump failure is determined, skip to wet well inspection steps.

4. Prior to viewing the wet well, measure the atmospheric conditions for sufficient oxygen and the presence of explosive or toxic gases. If flooded, skip to bypass steps.

5. Constantly monitor the atmospheric conditions while working in or above the wet well. Inspect the wet well. Check the wet well floats or level control system,

6. Check bar rack and pump volute and confirm obstruction or other problems.

Bypass Steps:

If pump failure, determine if bypass pumping is necessary. If unnecessary skip to repair procedures.

Bypass pumping:
• Request additional crews and commence set up of portable trash pump (4” or 6” Trash Pump) including all required lengths of suction and discharge hose, and other required equipment.
• Upon arrival of crews to the site, proper traffic control will be set up in the intersection to control the flow of traffic and allow access to MH862 and MH862A for bypassing purposes.

Intersection of Tidelands Avenue and Bay
(Looking northbound on Bay Marina Drive)
• Once proper traffic control is established, crews will remove the covers to MH862 and MH862A.

• The portable pump will be placed in MH862.
• Enough bypass hose will be extended to connect
to the valve in MH862A located in the
intersection.

MH862A–Location of connection to discharge
pipeline
• Go through the procedures for starting the portable generator and pump equipment and begin pumping.

Repair Procedures:
• Implement Lock Out and Tag Out (LOTO) procedures.
• Inspect the piping and valves for cause of failure. (Monitor the atmospheric conditions for sufficient oxygen and the presence of explosive or toxic gases). • Complete repairs to pump or valve as required. If permanent materials are not readily available, install temporary repairs until the permanent repairs can be completed. • Restore facilities to normal operating conditions and inspect other components of the force main and pumping system for signs of other or similar failure. • Shut down bypass operation. Do not disconnect hoses until repair is checked for leaks.

Operate pumps to check repair under pressure and normal operating conditions. • If no leaks are observed, return pumps to normal conditions by removing LOTO. Monitor pumps to check lead/lag operations.
• Complete a report indicating; the time of the call, description of the problem, repairs made, personnel present and equipment used.

MH862–Location of portable trash pump
placement

PROBLEM: Wastewater Lift Station Alarms —General Response Actions EMERGENCY PROCEDURES:

Crews are dispatched to the station indicating an alarm within 30 minutes of a priority alarm.

Respondents should be equipped with standard response equipment and station-specific troubleshooting guide.

Once at the lift station, if necessary, request additional assistance. City personnel must remain at the station until further instructions are received.

Check and confirm potential power outage that may have triggered the alarm. A power failure at a lift station my need to be promptly reported to the power company. Note the pole number nearest the station to be reported.

Power Pole at Port Lift Station
Personnel dispatched to investigate lift station alarms shall respond to the station even if the alarm has cleared prior to their arrival. All alarm conditions are to be checked and logged. Use the following guidelines and follow confined space entry procedures if applicable.

Lift Station with Submersible Pumps

1. Check atmosphere within wet well prior to working over the top with gas meter.

2. Note any unusual odors - i.e. burning electrical equipment or paint.

3. Listen and note if pump(s) are running and any unusual noises.

4. Observe every piece of equipment in the station (pay specific attention to the level control system). Note anything which appears to be out of place.

PROBLEM: Lift Station Failure Caused by Pump or Valve Failure EMERGENCY PROCEDURES:

1. City crews dispatched to the lift station immediately.

2. Upon arrival, crews identity available storage capacity in the wet well. This visual assessment will provide an indication of the time available to implement response procedures.

3. Inspect the motor control circuit looking for failure indications. Check processor to determine failure, if applicable. If pump failure is determined, skip to wet well inspection steps.

4. Prior to viewing the wet well, measure the atmospheric conditions for sufficient oxygen and the presence of explosive or toxic gases. If flooded, skip to bypass steps.

Lift Station Wetwell

5. Constantly monitor the atmospheric conditions while working in or above the wet well. Inspect the wet well. Check the wet well floats or level control system, bar rack and pump volute for clogging or other problems.

Lift Station Wetwell

Bypass Steps:

If pump failure, determine if bypass pumping is necessary. If unnecessary, skip to repair procedures.

Bypass pumping:
• Request additional crews and commence set up of portable trash pump (4-inch or 6-inch Trash Pump) including all required lengths of suction and discharge hose, and other required equipment.
• Crews will access the wet well and remove the cover.
• The portable pump will be located in the wetwell of the lift station.

Wetwell for bypass pump placement
• Connect enough bypass hose to extend from the wetwell to the MH4006 located on the north side of the lift station building.

Bypass Discharge Manhole
• Connect the appropriate lengths of discharge hose from the wetwell to pump into MH4006. • Go through the procedures for starting the portable pump and begin pumping.

PROBLEM: Lift Station Failure Caused by Obstruction in Pump(s) EMERGENCY PROCEDURES:

1. City crews dispatched to the lift station immediately.

2. Upon arrival, crews identity available storage capacity in the wet well. This visual assessment will provide an indication of the time available to implement response procedures.

3. Inspect the motor control circuit looking for failure indications. Check processor to determine failure, if applicable. If pump failure is determined, skip to wet well inspection steps.

4. Prior to viewing the wet well, measure the atmospheric conditions for sufficient oxygen and the presence of explosive or toxic gases. If flooded, skip to bypass steps.

Lift Station Wetwell

5. Constantly monitor the atmospheric conditions while working in or above the wet well. Inspect the wet well. Check the wet well floats or level control system, bar rack and look for possible signs of clogging of the pump (s) or other problems.

Lift Station Wetwell

Bypass Steps:

If pump failure, determine if bypass pumping is necessary. If unnecessary, skip to repair procedures.

Bypass pumping:
• Request additional crews and commence set up of portable trash pump (4-inch or 6-inch Trash Pump) including all required lengths of suction and discharge hose, and other required equipment.
• Crews will access the wet well and remove the cover at MH4006. • The portable pump will be located in the wetwell of the lift station.

Wetwell for bypass pump placement
• Connect enough bypass hose to extend from the wetwell to the MH4006 located on the north side of the lift station building.

Bypass Discharge Manhole
• Connect the appropriate length of discharge hose top extend from the wetwell to discharge into MH4006.
• Go through the procedures for starting the portable pump and begin pumping.

PROBLEM: Lift Station Failure Due to Secondary Power Failure During Power Outage EMERGENCY PROCEDURES:

1. Dispatch crews to the lift station immediately. Crews should be equipped with the auxiliary generator for that specific station as a backup as repair to the dedicated generator may be delayed.

2. Dispatcher will request assistance from the power company in restoring power to the station if necessary. Determine the estimated time of arrival of the power company crews and notify the crews at the lift station.

Power Pole at Port Lift Station

3. Crews to check the overhead power lines for fuses that might have blown or down power lines as they approach the lift station. Blown fuses and/or down power line should be identified by the pole number(s) and location and relayed to dispatcher. Dispatcher to relay information to the power company.

4. Note any unusual odors - i.e. burning electrical equipment or paint.

5. Listen and note if pump(s) are running and any unusual noises.

6. Observe every piece of equipment in the station. Note anything which looks out of place.

7. Record all gage readings i.e.: wet well level, hour meters, flow charts, on-off levels, psi gauges on pump, rpm (on VFD’s) and anything else which you feel is significant.

8. If necessary, trouble-shoot any failures due to the power outage. Using the trouble shooting guide, systematically run through the system. By process of elimination, the failure will be isolated.

9. Check level controls, check pump operation using manual position, check pump output by as defined in the trouble-shooting guide.

10. Once problem is isolated, engage mechanical or electrical disciplines for repairs.

11. Emergency personnel should be certain that the cause of the pump station alarm or failure has been properly identified and corrected prior to leaving the station.

ATTACHMENT A

SSO REPORTING FORM

Spill Reporting Form Revised 5/24/2024 Page 1 of 2

CITY OF NATIONAL CITY

SPILL REPORTING FORM
Spill Response staff name(s): __________________________________________________________________________________________________ Refer to Spill Response and Reporting Flow Charts, and Spill Volume Estimation Handout for additional guidance.

A. BACKGROUND INFORMATION

1. Did a sanitary sewer leak, spill, or overflow occur?  Yes (Complete this form)  No (Do not complete this form)

2. Was the spill caused by conditions within the public sewer?  Yes (skip to Part B)  No (private lateral spill) Record Responsible party name/contact info: ______________________________________________ (Also record the names, phone numbers, and organizations of all involved parties on the CityWorks Request.) Was the case referred to City Code Conformance Staff?  No  Yes, date referred: ______/______/______ B. SPILL LOCATION  Photos taken at spill location(s), pathway, extent, conveyance, and discharge points (required)

1. Location name/address/description: ________________________________________________________________________________________ Coordinates: _____________________ , _____________________ (decimal degrees) Manhole # or range: _______________ Add’l appearance point(s) descriptions/coordinates: _______________________________________________________________________

2. Did the spill reach a drainage channel and/or creek, river, bay or other water body?  No  Yes: _______________________ If yes, supervisor notified to initiate water quality monitoring:  YES; Notification Date ____/_____/_____ Time: __________

3. Did the spill reach a storm drain conveyance?  No  Yes, describe: _____________________________________________________

4. Was the spill located within 1,000 feet of a municipal water intake?  No  Yes: ________________________________________ C. SPILL DETAILS (See spill volume estimation handout for start time, area, volume, and, flow rate estimation methods.)

1. Spill start time estimation method(s):  Observer report  Flow meter  Visual/situational evidence: _________________ Estimated spill START date/time Date: ______/______/______ Time: ______________

2. Date/time Public Works notified/discovered spill: Date: ______/______/______ Time: ______________

3. Estimated Public Works arrival date/time: Date: ______/______/______ Time: ______________

4. Estimated spill END date/time: Date: ______/______/______ Time: ______________

5. Spill response completed: Date: ______/______/______ Time: ______________

6. Estimated spill flow rate at time of arrival: _____________ gal/hr

7. Estimated spill volume total: _____________ gallons; Spill volume estimation method used:  Eyeball (<100 gal)  Duration/Flow Method: Duration:______(hours OR days) x Flow Rate______ (gal/hour OR gal/day) = ________________ gal  Measured Volume Method: (Area:_________ft2x Depth: _____ft)*7.5=_________ gal  Other: _______________________________

8. Estimated volume of spill recovered: ______________ gallons; Recovered volume estimate source:  Eyeball (<100 gal)  Calculation: ______________  Measurement: ______________  Flow Meter  Vactor truck  Other: __________________

9. If spill recovered volume does not equal spill total volume, account for the remainder:  N/A, fully recovered  Volume infiltrated on pervious surface: ______ gal  Volume remaining in conveyance: ______ gal  Volume discharged to surface water: ______ gal  Volume discharged to groundwater infiltration basin: ______ gal

10. Where did the sewer failure occur?  Upper lateral  Lower lateral  Main  Pump Station  Other: ________________

11. Description of the structure at failure location: Material: __________________ Est. age: __________ Condition: ________________

12. Mark all causes of the spill:  Grease Deposition-FOG  Root intrusion  Debris  Pipe Structural Problem/Failure  Flow exceeded capacity  Pump Station Failure  Vandalism  Operator Error  Other _______________________

13. Description of source investigation & findings: ____________________________________________________________________________ ______________________________________________________________________________________________________________________________

14. Is there an ongoing investigation?  No  Yes (reason, expected completion date): ___________________________________

15. Description of all spill response efforts:  Cleaned-up  Contained all/portion  Returned all/portion to sewer  Restored flow  Inspected sewer using CCTV  Other ____________________________________________________________

Spill Reporting Form Revised 5/24/2024 Page 2 of 2
D. IMPACT EVALUATION

1. Water bodies impacted:  7th Street Channel  Paradise Creek  Sweetwater River  San Diego Bay  N/A

2. Impacts on Water Body(s):  N/A  Observed impacts of aquatic life: __________________________________________________  Public Closures/Access Restrictions: __________________________________ # days: _____ Entity responsible: _________________  Posted Health Warnings  Other: ______________________________________________________________________________________

3. Was the spill associated with a storm event?  No  Yes (describe): _____________________________________________________

4. Identify system modifications, and operation and maintenance program modifications needed to prevent repeated spill occurrences at the same spill event location:  Inspect/repair/replace defective sewer asset: ____________________________  Enforcement action against illicit discharge source: _____________________________________________________________________  Planned rehabilitation or replacement (CIP)  Adjusted schedule/method of preventative maintenance: ______________  Other (describe): __________________________________________________________________________________________________________

5. Describe any additional impacts of spill: ____________________________________________________________________________________ E. NOTIFICATION & REPORTING
 Category 1 (any quantity reached surface waters):
 Within 2 Hours: Report to Cal OES: (800) 852-7550 Date: ____/____/____ Time: ______Notification Control # ____________  IF >50,000 gallons discharged to surface waters: receiving water sampling conducted within 18 Hours  N/A  Within 24 Hours: Report to RWQCB ([email protected] or (619) 516-1990)  Within 3 business days: Draft CIWQS report  Within 15 calendar days of spill end: certify CIWQS Report  >50,000 gallons discharged to surface waters: within 45 calendar days of spill end: certify CIWQS Technical Report  Category 2 (1,000+ gal, no discharge to surface waters):
 Spill discharging/threatening to discharge to Waters of the State:  No  Yes: Within 2 Hours: Report to Cal OES:
(800) 852-7550 Date: ____/____/____ Time: ______Notification Control # ____________  Within 3 business days: Draft CIWQS report  Within 15 calendar days of spill end date: certify CIWQS report  Category 3 (50-1,000gal, no discharge to surface waters)  Within 30 calendar days after end of the month in which spill occurred: Submit CIWQS monthly certified spill report  Category 4 (<50gal, no discharge to surface waters):
 Within 30 calendar days after end of the month in which spill occurred: Certify estimated total spill volume exiting the sanitary sewer system, and the total number of all Category 4 spills in CIWQS  By February 1st after end of calendar year in which spills occurred: Certify report of all Category 4 spills in CIWQS  Private Lateral Sewage Discharge
 >1,000 gal and spill discharging/threatening to discharge to Waters of the State:  No  Yes: Within 2 Hours:

Report to Cal OES: (800) 852-7550 Date: ____/____/____ Time: ______Notification Control # ____________  >1,000 gal: within 24 Hours: Report to RWQCB ([email protected] or (619) 516-1990)  N/A  Within 30 calendar days after end of the month in which spill occurred: Submit CIWQS monthly certified spill report E. MONITORING (Sampling contractor to provide input on the following) Constituents:  N/A  Ammonia  Total Coliform  Fecal Coliform  E-coli  Enterococus  Other: ______________________ Locations Description Coordinates Sample Dates (Daily for duration of spill) Conveyance: DCS-001
X
Y
RW at spill: RSW-001 X
Y
Upstream: RSW-001U X
Y
Downstream : RSW-001D X
Y

ATTACHMENT B

TRAINING LOG

RESPONSE PERSONNEL

CONTACT INFORMATION

City of National City Revised 06/2024

CITY OF NATIONAL CITY
ON-CALL EMERGENCY RESPONSE PERSONNEL – LIFT STATIONS
City Contract List Contact Name Telephone
Public Works Crew Supervisor Faavaeilealofa Fiatoa (619) 731-1722 Senior Equipment Operator Oscar Becerril (619) 743-8937 Equipment Operator TBD
Equipment Operator TBD
Maintenance Worker Raphael Prather (619) 318-3071
Maintenance Worker David Gallegos (619) 245-7813
Maintenance Worker Avier Washington (619) 750-6302

APPENDIX F

FATS, OILS, AND GREASE PROGRAM

Chapter 14.24 - FATS, OILS AND GREASE DISCHARGE CONTROL

14.24.010 - Title.

This chapter shall be known as "City of National City Fats, Oils and Grease Discharge Control Ordinance" and shall be so cited.

14.24.020 - Purpose.

The purpose of this ordinance is to provide for the protection and maximum beneficial public use of the City’s sewer system while preventing blockages of the sewer resulting from discharges of Fats, Oils, and Grease (“FOG”) to sewer facilities, and to specify appropriate FOG discharge requirements for food service establishments (“FSEs”).

14.24.030 - Definitions.

For the purposes of this chapter certain terms are defined as follows:

A. “Best management practices” means schedules of activities, prohibitions, practices, maintenance procedures, and other management practices to prevent or reduce the introduction of FOG to the sewer facilities.

B. “Discharger” means any person who discharges or causes a discharge of wastewater directly or indirectly into a public sewer.

C. ”Fats, oils, and grease” (FOG) means any substance such as a vegetable or animal product that is used in, or is a by-product of, the cooking or food preparation process, and that turns or may turn viscous or solidify with a change in temperature or other conditions.

D. “FOG control program” means the FOG control program required by and developed pursuant to State Water Resources Control Board Order No. 2006-0003.

E. “Food grinder” means any device installed in the plumbing or sewage system for the purpose of grinding food waste or food preparation by-products prior to discharge in the sewer system.

F. “Food service establishment” (FSE) means establishments of any size operating in a permanently constructed structure, such as a room, building, or place, or portion thereof, maintained, used, or operated for the purpose of preparing, serving, manufacturing, packaging, or otherwise handling food, or for consumption by the public, its members, or employees, and which has any process or device that uses or produces FOG. A limited food preparation establishment is not considered a FSE when engaged only in reheating, hot holding, or assembly of ready to eat food products without soiling non-disposable cookware, serving ware, dishes, or utensils, and as a result, there is no wastewater discharge containing a significant amount of FOG. A limited food preparation establishment does not include any operation that changes the form, flavor, or consistency of food.

G. “Grease” means any material which is extractable from an acidified sample of a waste by hexane or other designated solvent and as determined by the appropriate procedure in standard methods. “Grease” includes fats and oils.

H. “Grease control device” means any grease interceptor, grease trap or other mechanism, device, or process, which attaches to, or is applied to, wastewater plumbing fixtures and lines, the purpose of which is to trap, collect, or treat FOG prior to it being discharged into the sewer system. “Grease control device” may also include any other proven method to reduce FOG subject to the approval of the City.

I. “Grease interceptor” means a multi-compartment device that is constructed in different sizes and, according to the current edition of the California Plumbing Code, is generally required to be located underground between a FSE and the connection to the City’s sewer system. These devices primarily use gravity to separate FOG from the wastewater as it moves from one compartment to the next. These devices must be cleaned, maintained, and have the FOG removed and disposed of in a proper manner on regular intervals to be effective.

J. “Grease trap” means a grease control device that is used to serve individual or multiple fixtures and have limited effect and should only be used in those cases where the use of a grease interceptor or other grease control device is determined to be impossible or impracticable.

K. “Hot spots” means areas in sewer lines that have experienced sanitary sewer overflows or that must be cleaned or maintained frequently to avoid blockages of the sewer system.

L. “Private Lateral Sewage Discharge” (PLSD)” means sewage discharges that are caused by blockages or other problems within privately owned laterals or collection systems which are tributary to the sanitary sewer system. This type of sewage discharge is the responsibility of the private lateral or collection system owner.

M. “Remodeling” means a physical change or operational change causing increased FOG generation that exceeds the current amount of FOG discharge to the sewer system by the FSE in an amount that alone or collectively causes or creates a potential for SSOs to occur; or any remodeling of a food service establishment that requires a building permit.

1. “Sanitary sewer overflow” (SSO) means and includes any overflow, spill, release, discharge or diversion of untreated or partially treated wastewater from a sanitary sewer system. SSOs include: Overflows or releases of untreated or partially treated wastewater that reach waters of the United States;

2. Overflows or releases of untreated or partially treated wastewater that do not reach waters of the United States; and

3. Wastewater backups into buildings and on private property that are caused by blockages or flow conditions within the publicly owned portion of a sanitary sewer system.

N. “Sewage” means the waterborne wastes derived from ordinary human living processes and of such character as to permit satisfactory disposal, without special treatment, into the public sewer, a private sewer, or by means of household septic tank systems and individual household aerobic units.

O. Sewer, Public. See definition in Chapter 14.06.010 of the municipal code.

P. “Wastewater” means any liquid waste of any kind, whether treated or not, and whether animal, mineral or vegetable including sewage, agricultural, industrial and thermal wastes, which are discharged into or permitted to enter a public sewer.

14.24.040 - FOG discharge requirement.

No food service establishment (FSE) shall discharge or cause to be discharged into the sewer system any FOG in concentrations that may result in separation from effluent and adherence to sewer structures and appurtenances, accumulate, and/or cause or contribute to blockages in the sewer system or at the sewer system lateral which connects the FSE to the sewer system.

The following requirements shall apply to all FSEs:

A. Grease control device. FSEs are required to install, operate and maintain a grease control device of an approved type and adequate size in accordance with the current edition of the California Plumbing Code, see Chapter 15.20 (adopted Ordinance No. 2019-2474, §§ 1—3, 12-3-2019) to maintain compliance with the objectives of this chapter, subject to the variance and waiver provisions of Section 14.24.060. The grease control device shall be adequate to separate and remove FOG contained in wastewater discharges from FSEs prior to discharge to the sewer system. Fixtures, equipment, and drain lines located in the food preparation and clean up areas of FSEs that are sources of FOG discharges shall be connected to the grease control device. The grease control device shall be installed at a location approved by the County of San Diego or at the discretion of the City Engineer, where it shall be at all times easily accessible for inspection, cleaning, and removal of accumulated grease. Compliance shall be established as follows:
a. Newly constructed FSEs, and FSEs that open a new business within an existing building, shall install grease control devices prior to commencing discharges of wastewater to the sewer system. This includes FSEs that are remodeling the site as well as those that are not remodeling the site.
b. Existing FSEs shall be required to install and operate a grease control device within 6 months of notification by the City, or at the discretion of the City Engineer, if in the determination of the FOG program manager any of the following apply:
i. The existing FSE has caused or contributed to the buildup of FOG, or a FOG-related blockage, in the sewer system including private laterals, and has reasonable potential to adversely impact the sewer system.

ii. The existing FSE has a sewer lateral connected to a hot spot, and has reasonable potential to adversely impact the sewer system. iii. The existing FSE has made any change in food preparation or business operations that is different than the original business application and those changes will lead to an increase in grease disposal which have reasonable potential to adversely impact the sewer system. iv. The existing FSE undergoes remodeling, as defined in Section

14.24.040.A.a.
v. The existing FSE undergoes a change in ownership.
vi. The existing FSE has reasonable potential to adversely impact the sewer system.

B. Private lateral maintenance. All FSEs are required to clean the sewer lateral from the facility to the sewer main at least annually, or more often as needed to ensure proper flow within the sewer lateral.

C. Maintenance Records. A record of sewer lateral cleaning must be maintained and kept on file for review at the food service facility. FSEs with a grease control device shall keep records of cleaning, maintenance and grease removal. All such records must be retained on site by the facility for a minimum of two years. A separate maintenance log shall be maintained for each grease control device.

D. Inspection. Each FSE shall allow authorized City officials or enforcement officers, or an authorized representative, access to the premises during normal business hours and at reasonable times, for purposes of sampling, inspections and review of records relating to grease disposal.
a. When offered by the City, inspections may be completed through a selfverification process. Failure to respond to a self-verification request or provide the necessary documentation will result in an onsite inspection by authorized City officials or enforcement officers, or an authorized representative.

14.24.050 - FOG prohibitions.

The following prohibitions shall apply to all FSEs:

A. Installation of food grinders in the plumbing system of new construction or remodeling of FSEs shall be prohibited.

B. Introduction of any additives into a FSE’s wastewater system for the purpose of emulsifying FOG or biologically/chemically treating FOG for grease remediation or as a supplement to grease control device maintenance is prohibited, unless a specific written authorization from the City of National City and the City of San Diego is obtained.

C. Disposal of waste cooking oil into drainage pipes is prohibited. All waste cooking oils shall be collected and stored properly in receptacles such as barrels or drums for recycling or other acceptable methods of disposal.

D. Discharge of wastewater from dishwashers to any grease control device is prohibited.

E. Discharge of wastewater with temperatures in excess of 140 degrees Fahrenheit to any grease control device, including grease traps and grease interceptors, is prohibited.

F. Discharge of any waste, including FOG and solid materials removed from the grease control device to the sewer system, is prohibited.

14.24.060 - Variance and waiver of grease control device requirement.

A. Variance from Grease Interceptor Requirements. An existing FSE may obtain a variance from the grease interceptor requirement to allow alternative pretreatment technology that is, at least, equally effective in controlling the FOG discharge in lieu of a grease interceptor, if the FSE demonstrates that it is impossible or impracticable to install, operate or maintain a grease interceptor. The City’s determination to grant a variance will be based upon, but not limited to, evaluation of the following conditions:
a. There is no adequate space for installation and/or maintenance of a grease interceptor.
b. There is no adequate slope for gravity flow between the kitchen plumbing fixtures and the grease interceptor and/or between the grease interceptor and the private collection lines or the public sewer.

c. The FSE can justify that the alternative pretreatment technology is equivalent or better than a grease interceptor in controlling its FOG discharge. In addition, the FSE must be able to demonstrate, after installation of the proposed alternative pretreatment, its effectiveness to control FOG discharge through downstream visual monitoring of the sewer system, for at least three months, at its own expense. A variance may be granted if the results show no visible accumulation of FOG in its lateral and/or tributary downstream sewer lines.

B. Conditional Waiver from Installation of Grease Interceptor. An existing FSE may obtain a conditional waiver from installation of a grease interceptor, if the FSE demonstrates that it has negligible FOG discharge and insignificant impact to the sewer system. Although a waiver from installation of a grease interceptor may be granted, the FSE may be required to provide space and plumbing segregation for future installation of a grease interceptor. The City’s determination to grant or revoke a conditional waiver shall be based upon, but not limited to, evaluation of the following conditions:
a. Quantity of FOG discharge as measure or as indicated by the size of FSE based on seating capacity, number of meals served, menu, water usage, amount of onsite consumption of prepared food, and other conditions that may reasonably be shown to contribute to FOG discharges.
b. Adequacy of implementation of best management practices and compliance history.
c. Sewer size, grade, condition based on visual information, FOG disposition in the sewer by the FSE, and history of maintenance and sewer spills in the receiving sewer system.
d. Changes in operations that significantly affect FOG discharge. e. Any other condition deemed reasonably related to the generation of FOG discharges by the City.

C. Waiver from Grease Interceptor Installation with a Grease Disposal Mitigation Fee. For FSEs where the installation of a grease interceptor is not feasible and no equivalent alternative pretreatment can be installed, a waiver from the grease interceptor requirement may be granted with the imposition of a grease disposal mitigation fee.

Additional requirements may be imposed to mitigate the discharge of FOG into the sewer system.

D. Any FSE may request a conditional waiver or variance from the FOG program manager, in order to avoid compliance with the grease control device installation requirement.

The FSE bears the burden of demonstrating, to the program manager’s satisfaction, that the installation of a grease control device is either not feasible or not applicable. If a grease control device is determined to not be feasible, the applicant must demonstrate how acceptable alternatives will be sufficient to prevent FOG discharges to the sewer system from the FSE. If a grease control device is not necessary, the applicant must demonstrate that it has negligible FOG discharge and insignificant impact to the sewer system. The FSE will be given notice in writing that a conditional waiver or variance from the grease control device requirement has been approved.

E. Terms and Conditions. The program manager may impose terms and conditions on the issuance of a waiver and may impose conditions on the FSE’s business license in accordance with an approved waiver. A conditional waiver may be suspended or revoked at any time when any of the terms and conditions for its issuance is not satisfied or if the conditions upon which the conditional waiver was based change so that the justification for the exception no longer exists. The conditional waiver shall be valid only so long as the FSE remains in compliance with all requirements.

14.24.070 - Commercial properties.

Property owners of commercial properties or their official designee(s) shall be responsible for the installation and maintenance of the grease control device serving multiple FSEs that are located on a single parcel.

Property owners of commercial properties or their official designee(s) shall be responsible for the maintenance of the sewer lateral serving multiple FSEs that are located on a single parcel.

14.24.080 - Sewer System Overflows, Abatement Orders and Cleanup Costs.

Private sewer lateral failures and SSOs caused by FSEs, alone or collectively, are the responsibility of the private property owner and FSE. If, either at the request of a FSE or to abate an immediate threat to the public health, safety, welfare, or property, the City acts to contain and/or clean up an SSO or the blockage of a sewer lateral or the sewer system caused by a FSE, the City’s costs for such abatement shall be entirely borne by the property owner of the FSE, or the discharger, and shall constitute a debt to the City and become due and payable upon the City’s request for reimbursement of such costs.

Any person who discharges any waste and/or wastewater which causes or contributes to any sewer blockage, SSO, obstruction, interference, damage, or any other impairment to the City's sewer facilities or to the operation of those facilities shall be liable for all costs incurred to clean or repair the facilities together with expenses incurred by the City to resume normal operations.

Any person who discharges waste and/or wastewater to the sewer system which causes or contributes to the City violating discharge requirements established by any Regulatory Agency shall be liable for any costs or expenses incurred by the City as a result, including but not limited to regulatory fines, penalties, and assessments made by other agencies or a court.

14.24.090 - Requirements for best management practices.

All FSEs shall implement best management practices in accordance with the requirements and guidelines established by the City under its Sewer System Management Plan (SSMP).

14.24.100 - Grease control device maintenance requirements.

All FSEs shall implement grease control device maintenance in accordance with the requirements and guidelines established by the City under its Sewer System Management Plan (SSMP).

14.24.110 – Enforcement

A. The City Engineer, who is assigned to duties which include the enforcement of FOG Discharge Control regulations and laws, is responsible for enforcing the provisions of this chapter.

B. The City Engineer shall have responsibility for enforcing all provisions of this chapter.

Violation of any provision of this ordinance shall constitute grounds for issuing a Notice of Violation and assessing a fine by a City’s Enforcement Official or representative.

Enforcement Actions under this ordinance are the issuance of an administrative citation and assessment of a fine according to Section 1.20.010. However, nothing herein provided shall prevent the City Engineer from efforts to obtain voluntary compliance by way of warning, a notice of violation or educational means. (Ord. 2024-2531)

AMENDMENT TO NCMC CHAPTER 14.06.190

14.06.190 - Industrial wastes—Discharge restrictions—Permit required when.
…
B. Solid wastes resulting from the preparation of any food or drink prepared on premises where such foods or drinks are served or proposed to be served for consumption shall not discharge into the public sewer system in concentrations that may result in separation from effluent and adherence to sewer structures and appurtenances, accumulate and/or cause or contribute to blockages in the sewer system or at the sewer system lateral which connects the food service establishment to the sewer system. Premises where food or drink are served or proposed to be served for consumption are required to install, operate and maintain a grease control device of an approved type and adequate size in accordance with the current edition of the California Plumbing Code, see Chapter 15.20 (adopted Ordinance No. 2019-2474, §§ 1—3, 12-3-2019).

C. Interceptors (including grease, oil and sand, etc.) shall be provided when, in the judgment of the director of building and safety or the public works director, they are necessary for the proper handling of liquid wastes containing grease, flammable wastes, sandy solids, acid or alkaline substances or other ingredients harmful to the building drainage system, the public or private sewer or to public or private sewage disposal facilities in accordance to the FOG Ordinance, see Chapter 14.24.
(Ord. 2024-2531)

CITY OF NATIONAL CITY
FOG BMP Operation and Maintenance Self-Verification Form

Step 3: Verify Required FOG BMPs Are Implemented
Waste Cooking Oil/Grease (Check one of the following options) I certify that all waste cooking oil/grease is properly disposed of or recycled (NOT disposed of to the sanitary sewer or storm drain systems) OR This facility does not use an oil fryer or otherwise produce waste oil/grease Grease Control Device Operation (Check one of the following options) I certify that no dishwashers, water in excess of 140 degrees Fahrenheit, or excess solids or grease are discharged to the GCD
OR This facility does not have a GCD, or this facility does not have a dishwasher General Kitchen BMPs (Check the following)
I certify that the following BMPs are followed at this facility:
✓ Spill clean-up kits are available and readily accessible (includes absorbent material, (i.e. clay absorbent, rags/towels, etc, broom or vacuum, and container for waste material) ✓ Dishware are wiped clean using dry wiping and food scraping before dishwashing ✓ Drain screens are in all floor and sink drains in food prep or service areas, and are maintained ✓ Facility does not introduce any emulsifying additives (e.g. Drano™) into the plumbing system ✓ Facility does not have food grinders (e.g., garbage disposal) connected to the plumbing system Step 4: Verify FOG Training
FOG training is required annually for all kitchen staff. Training topics include: dry wiping and food scraping practices, food disposal practices, grease spill response, spill kit location and use, waste oil disposal, and drain screen placement and maintenance. (Check the following) I certify that all pertinent employees have received training on FOG BMPs within the past year Step 5: Submit Payment
Submit the FOG Self-Verification fee of $40 via credit card payment form, or a check made payable to the City of National City (write “FOG Self-Verification” and Business Name on any checks), mailed or delivered to:

City of National City
Attn: FOG Maintenance Verification
Engineering Department
1243 National City Boulevard
National City, CA 91950
Step 6: Certify Self-Verification
I certify under penalty of law that the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.

Printed name of Responsible Party: __________________________________________________ Title: ____________________________ Signature of Responsible Party: ______________________________________________________ Date: ____________________________

Sewer Lateral Maintenance
What is it? & Why is it important?
What is It?
Private sewer lateral lines are the privately-owned sewer lines that connect a property to the City-owned sewer line. Sewer laterals transport wastewater from all of the drains in your building to the public sewer main. Sewer lateral maintenance includes annual hydro jetting to keep pipes clean and free of any blockages. National City municipal code

14.06 states that property owners are responsible for maintenance on sewer lateral lines.

Why is it Important?
Maintaining and keeping our private sewer lateral drains clean is important, because… Fats, oils, grease, and other waste that private residences or businesses dispose of in their sinks and toilets can cause blockages and sanitary sewer backups into within your building and within the City’s sewer system.

Residences
Keep fats, oils, and grease out of
your kitchen drains. See the City’s
Residential FOG handout for more
information.

Do not dispose of wipes, disposal
diapers, or feminine hygiene
materials in the toilet or sink. These
can cause blockages in your sewer
line.

Hire a plumber to clean your sewer
lateral at least once annually to keep
sewer lines clean and free of built up
waste.

Food Service Establishments
Follow the City’s minimum FOG best
management practices for food
service establishments (FSEs) to
minimize food waste disposal.

All food service establishments in
National City are required to
perform sewer lateral maintenance
at least once annually.

Records of sewer lateral
maintenance are required to be
presented during Fats, Oils, and
Grease (FOG) inspections.

Everything we put down our private drains reaches the City sewer!

EDCO Now Accepts
Used Cooking Oil!
Residents can store their
cooled used cooking oil and
grease in a leak-proof
container and drop it off at
one of EDCO’s 6 buyback
locations. Directions are hours
can be found on EDCO’s
website:
www.edcodisposal.com
Residential used cooking oil
and grease is also accepted at
the South Bay Household
Hazardous Waste Collection
Facility:
1800 Maxwell Road
Chula Vista, CA
Visit the National City’s
website for additional
information about the
City’s Fats, Oils, and
Grease Program.

Keep Fats, Oils, and
Grease (FOG) Out
of the Drain!
FOG Reduction Strategies
for Residents
Common
Misconceptions about
FOG
My garbage disposal will
take care of it!
Garbage disposals only
shred leftover fats into
smaller pieces; they do not
get rid of the fats that
create grease.

Hot water & dish
detergents can unblock
my pipe!
Soaps may initially break up
grease, but as it travels
downstream, the soap loses
its effectiveness and allows
grease to solidify on walls
and in pipes.

Read on to find ways you
can reduce FOG and
prevent sewer backups to
protect your health and the
environment!

Employee Training Log
Business Name:_____________________________________________________ Date ____/____/________ Employee Name Signature
Dry
Wiping/Food
Scraping
Concepts
Food Disposal Grease Spill Rseponse Properly Disposing of Grease into Used Grease Container Training Topics
Required
Other (please describe):
* This Employee Training Log must be made available to City inspectors during any Fats, Oils, and Grease (FOG) inspection Page 501 of 821 Grease Control Maintenance Log
Circle one: Grease Trap Grease Interceptor
Location: __________________________________________
Contractor: ___________________
Contact Phone number: ___________________

Date
Service verified by
% FOG / Maintenance Performed
(employee name or initials)
/ /
/ /
/ /
/ /
/ /
/ /
/ /
/ /
/ /
/ /
/ /
/ /
/ /
 Retain and include copies of all manifests and invoices with this log. This information should be made available to City inspectors during any Fats, Oils, and Greases (FOG) inspection.

Maintenance Reminders:
 GCD maintenance frequency (Minimum of twice annually and must keep <25% full)  Waste hauling from GCD and waste cooking oil container (As needed)  Sewer Lateral (Recommended to be performed annually)
 Employee FOG training (Minimum of annually)
To help report a sanitary sewer spill or overflow, call the City of National City Storm Water Hotline: (619) 336-4389

APPENDIX G

SYSTEM EVALUATION AND CAPACITY ASSURANCE

The following plans are provided via weblink due to their large size:
2011 Sewer System Master Plan:
https://www.nationalcityca.gov/home/showpublisheddocument/31458/638372976318630000 2019 Sewer Master Plan Review and CIP Update:
https://www.nationalcityca.gov/home/showpublisheddocument/31460/638372976649270000

National City
Sewer System Management Plan
Technical Memorandum No. 9
July 21, 2009

WASTEWATER FLOW PROJECTIONS
IEC developed wastewater flow projections for the Existing, 5-Year, 10-Year and the 20-Year (Planning Horizon) time increments. As summarized in Table 4, the Existing average dry weather flow of 4.22 mgd, with treatment costs attributed to the City, is anticipated to increase by 56%, reaching 6.57 mgd in the 20-Year time-increment, which includes the proposed Downtown Specific Plan development.

Average Dry Weather Wastewater Flow (ADWF)
Average Dry Weather Wastewater Flow (ADWF), or base flow, is domestic (or sanitary) wastewater flow from residential, commercial, and institutional (schools, churches, hospitals, etc.) sources, plus industrial wastewater. The wastewater flow is affected by population and land uses in an area. Wastewater flow varies throughout the day in response to personal habits and business operation. In this case these flows were estimated by multiplying water demands by Return-To-Sewer (RTS) ratios based on land use and basin.

To calculate the City’s ADWF, 2007 average daily water demands, as supplied by Sweetwater Authority, were allocated to individual parcels in the City’s service area. 2007 water billing records were analyzed, and a list of the Major Water Users, with average daily water demands greater than 10,000 gpd, was compiled. As presented in Table 1, there are 80 Major Users accounting for 1.9 mgd of the City’s total water demand. These Major Users are illustrated in Figure 1.

Each parcel’s average daily water demand was then multiplied by a corresponding RTS ratio, based on land use and sewer basin, with data presented in Table 2. For residential parcels, Multiple (R-4) had the highest RTS ratio of 0.80, followed by Restricted Multiple (R-3) with 0.75, Minor Multiple (R-2) with

0.71, and finally Single Family Residential (R-1) with a RTS of 0.66. Industrial (M zone) received a RTS of 0.90, Special and/or Misc. used 0.71, and Unzoned was 0.64. Commercial areas used a RTS of 0.73 or

0.60 corresponding to Restricted Commercial, with the exception of the Plaza Bonita Commercial area that utilized a RTS of 0.56 due to large scale landscaping. Several flow monitor areas utilized different RTS ratios or were calculated separately based on special cases within the zone. NC2 and NC3B ratios were derived from the above ratios using a factor of 0.743 and 0.851 respectively in order to account for higher landscaping demands in these areas. NC5 ratios were higher due to a combination of ADS flow monitor data and an assumed base flow throughout the zone.

ADWF for the parcels tributary to flow monitors NC13 and NC16 were calculated based on acreage and land use and presented in Table 3. Within zone NC13, Commercial areas received 3194 gpd/ac, while Single Family and Unzoned were assigned 1198 gpd/ac. For NC16 wastewater was assigned as follows:

Commercial – 1267 gpd/ac, Industrial – 1742 gpd/ac, Minor Multiple (R-2) and Restricted Residential (R-3) – 634 gpd/ac, Multiple Residential (R-4) – 792 gpd/ac and finally Single Family and Unzoned – 475 gpd/ac.

Once wastewater flow was determined for each flow monitor area, the estimated flow was then compared to the ADS Flow Monitor readings to ensure calibration of the hydraulic model.

National City
Sewer System Management Plan
Technical Memorandum No. 9
July 21, 2009

WASTEWATER COLLECTION SYSTEM CRITERIA
In analyzing a wastewater system, it is necessary to derive standards regarding the amount of flow that may be efficiently conveyed by a given wastewater pipeline. In an effort to provide reliable gravity sewer service while minimizing excessive wear or energy usage through force mains and lift stations, sanitary sewers shall be designed according to the following criteria:

Gravity Mains
• Pipes less than 12-inches in diameter: ½ full at peak wet weather flow • Pipes 12-inches in diameter and larger: ¾ full at peak wet weather flow • Minimum velocity: 2 feet per second
• Maximum velocity: 10 feet per second
• Manning’s n: .013
• Minimum slope requirements for pipes 0.1% (0.001 ft/ft) • Minimum pipe diameter for new construction: 8 in
In the event that a gravity main satisfies these criteria, but the pipeline immediately upstream requires upsizing, one additional design stipulation may be applicable. The purpose of this design stipulation is to insure that pipe-reaches increase in diameter as they progress downstream, and prevent, wherever possible, pipe-reaches from fluctuating up and down in diameter. If a gravity main requires upsizing to a diameter larger than the diameter of the gravity main(s) immediately downstream in the same pipe-reach, and the downstream pipe(s) are less than 750 ft in length before conveying flow to a gravity main of equal or larger diameter than the diameter recommended for the deficient upstream gravity main, then the downstream gravity main(s) of less than 750 ft shall be upsized to the same diameter of the upstream pipe.

Force Mains
• Minimum velocity 3 feet per second
• Maximum velocity 5 feet per second
• Maximum Allowable Headloss 10 ft/1,000 ft of pipeline • Maximum Desired Headloss 5 ft/ 1,000 ft of pipeline
Lift Station Requirements
Lift Stations should be sized for peak wet weather flow with manufacturer’s recommended cycling times for pumping equipment and should be sized based upon the following criteria:

National City
Sewer System Management Plan
Technical Memorandum No. 9
July 21, 2009

• Lift stations should be capable of meeting the criteria with the largest capacity pump serving as standby.
• 65 percent pump efficiency should be assumed, except where other information is available. • 95 percent motor efficiency should be assumed, except where other information is available. • Wet well should be sized for a minimum of two hours of peak wet weather flow. • Lift Stations should have emergency stand-by power.

HYDRAULIC MODEL DEVELOPMENT
IEC utilized MWH Soft, Inc.’s H20Map Sewer GIS 9.0, SP 1, Update #1 software to create a wastewater collection system model for the City. The model was used to evaluate existing City owned wastewater facilities and provide recommendations for upsizing. The main components involved in developing the City’s sewer hydraulic model are assigning attribute data to emulate the City’s physical facilities and loading existing and projected wastewater flows.

The City’s most current GIS data, originally developed by PBS&J as part of their previous master planning effort (ssewerpipe2.shp and ssmh2.shp), was utilized as the basis for the model infrastructure. All City owned wastewater facilities, excluding laterals, were then input into the hydraulic model from the City’s GIS data. This included invert elevations, length, location and diameters for approximately 2,100 gravity mains, as well as two (2) lift stations.

Three (3) steady-state scenarios were created in the hydraulic model for each time-increment: average dry weather flow (ADWF), peak dry weather flow (PDWF) and peak wet weather flow (PWWF). These scenarios were then loaded with the wastewater flows developed as previously described.

HYDRAULIC MODEL CALIBRATION
When calibrating a hydraulic model, the best available metered data is utilized to either confirm or correct the results predicted by the model. The City provided ADS flow meter data for the NC2, NC3A, NC3B, NC4M, NC5, NC6, NC7M, NC8M, NC9M, NC10, NC11, NC12, NC13, NC15 and NC16 meter sites. Since data was recorded hourly for a full year, an average flow taken from a dry span of 28 days to ascertain an average dry weather flow which was then compared to the model during the ADWF scenario to ensure the model was producing the correct flow for each area. Flows occurring in the model during the PDWF scenario were compared to peak flows during the 28 day span to make certain that each area was peaking correctly in accordance with the ADS flow meter data. Table 6 presents the comparison between the results generated with the H20Map steady state scenarios and the recorded ADS flow meter data.

National City
Sewer System Management Plan
Technical Memorandum No. 9
July 21, 2009

Downtown Specific Plan being implemented and any upsizing needed in that area. Under the 20 year projected flows, 119 pipes were unable to satisfy during the PDWF with an additional 37 pipes failing during a wet weather event, totaling 156 unable to meet criteria in the 20 year PWWF scenario.

For the gravity mains recommended for upsizing, average dry weather flow (ADWF), peak dry weather flow with peaking factor and subsequent depth-to-Diameter ratio (d/D), peak wet weather flow (PWWF) with the corresponding peaking factor, and resulting depth-to-Diameter ratios were projected for each pipeline in the 20 year time increment. Comprising a total of 42,864 linear feet, the 156 pipelines that require upsizing, recommended replacement diameters and their corresponding new depth-to-Diameter ratios, were calculated to satisfy the design criteria. Tables 7-10 present a summary of the 190 gravity mains comprising a total of 50,598 linear feet, with detailed hydraulic modeling results for all pipelines in the Existing, 5-Year, 10-Year and 20-Year time increment.

National City
Sewer System Management Plan
Technical Memorandum No. 9
July 21, 2009

GRAVITY MAIN UNIT COSTS
Unit costs used to develop capital cost estimates for proposed facilities were developed using the Engineering News Record Construction Cost Index (ENR-CCI) 20-city national average, and recently completed projects by IEC of a similar nature. These estimates are based on the best available data at the time of this report; however, since prices of materials and labor fluctuate with time, new estimates should be obtained during pre-design for proposed facilities to confirm budget amounts. Recent market trends have indicated substantial volatility in the price of construction materials such as steel and concrete. These factors, coupled with the high level of similar work currently being performed, have on occasion resulted in a generally unpredictable bidding environment.

The ENR-CCI is an inflation index used to adjust prices from one time period to another. The cost estimates presented in this report are based upon an ENR-CCI cost index of 8,293 for July 2008. Costs estimated herein for recommended facilities should be adjusted in the future either by making new estimates or by comparing the future ENR-CCI index to 8,293.

A factor of 20 percent of total construction cost has been used for engineering and administration, which includes, but is not limited to the following:
• Planning and design reports
• Design
• CEQA compliance
• Permits
• Surveying
• Service during construction (submittals, as-builts)
• Inspection
A factor of 30 percent has been added for contingencies. These engineering, administration and contingency factors have been incorporated into all unit costs. Estimates of probable capital costs provided represent Order of Magnitude level costs as established by the American Association of Cost Engineers (AACE) and represent an accuracy of +50% to -30%.

Table 11 presents the gravity main unit costs used in developing capital costs.

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City of National City
Sewer System Management Plan
Wastewater Capital
Improvement Plan
Figure 4
September 2008
±
0 2,050 4,100
Fee
Legend
# ADS Flow Monitor
Ú[ Lift Station
! Manhole
Force Main
Gravity Mains
Recommended for Existing time-incrementRecommended for 5-year time-incrementRecommended for 10-year time-incrementRecommended for 20-year time-incrementNational City PipelineCounty Pipeline Figure 4A
Figure 4D
Figure 4C
Figure 4B

CITY OF NATIONAL CITY SEWER SYSTEM MANAGEMENT PLAN ADDENDUM PAGE 1 Climate Change Asset Vulnerability Assessment
Order WQ 2022-0103 DWQ, the Statewide General Waste Discharge Requirements for Sanitary Sewer Systems (SSSWDR) includes a requirement to identify system assets vulnerable to direct and indirect impacts of climate change, including but not limited to: sea level rise; flooding and/or erosion due to increased storm volumes, frequency, and/or intensity; wildfires; and increased power disruptions. The City of National City has prepared the following climate change asset vulnerability assessment to address this requirement.

Sea level rise
Effects of future sea level rise were evaluated for near term and longer-term scenarios using USGS Coastal Storm Modeling System for Southern California (CoSMoS) 3.0 data.1 The near-term scenario was based on 0.25 m (0.8 ft) of sea level rise, which roughly corresponds to the intermediate-high scenario predicted 2040 sea level rise for San Diego Bay of 0.7 ft.2 The longer-term scenario was based on 1.5 m (4.9 ft) of sea level rise, which corresponds to the intermediate-high scenario predicted 2100 sea level rise for San Diego Bay of 4.9 ft.3
Figures 1 and 2 were generated for the two scenarios described above using the “Our Coast, Our Future” website4to visualize CoSMoS results. Figure 1 shows that no areas other than water bodies are expected to be flooded in the 2040 (0.8 ft) scenario. A few small areas west of Paradise Marsh and north of Pepper Park are identified as flood-prone low-lying areas. Figure 2 shows flooding is predicted to occur in much of the westernmost portion of the City, close to San Diego Bay, for the 2100 (4.9 ft) scenario.

The CoSMoS 2100 sea level rise 100-year flood scenario was compared to National City sewer manhole locations. Based on this analysis, 68 sewer manholes were identified as being located within the inundation extent for this scenario (Figure 3). Note that the northern portion of this area is in Naval Base San Diego, outside the City’s jurisdiction, which is why no City manholes are shown in that region.

Future capital projects in the western portion of the City shown as inundated in the 2100 scenario will be designed to address the future effects of sea level rise as shown on the maps, as well as the combined effects of sea level rise and king tides that may produce 1 Barnard, P.L., Erikson, L.H., Foxgrover, A.C., Limber, P.W., O'Neill, A.C., and Vitousek, S., 2018, Coastal Storm Modeling System (CoSMoS) for Southern California, v3.0, Phase 2 (ver. 1g, May 2018): U.S.

Geological Survey data release, https://doi.org/10.5066/F7T151Q4. 2 California Sea Level Rise Guidance: 2024 Science and Policy Update. 2024. California Sea Level Rise Science Task Force, California Ocean Protection Council, California Ocean Science Trust. 3 Ibid.
4 https://ourcoastourfuture.org/hazard-map/

CITY OF NATIONAL CITY SEWER SYSTEM MANAGEMENT PLAN ADDENDUM PAGE 2 similar effects earlier. For example, manhole inserts that seal the manhole opening may be considered. These types of inserts would also help prevent I&I from stormwater entering the sewer system through manhole openings if larger storm flows increase water depths in streets such that the water depth in the street is higher than the manhole rim elevations. Pipe lining, pipe upgrades to materials more resistant to infiltration (e.g., PVC), and similar pipe improvements will also be considered in lower lying areas of the City subject to sea level rise effects.

Lift stations
To address near-term sea level rise impacts, the City has ensured backup generators and bypass procedures are in place for the City’s two pump stations. These measures are intended to ensure continued operation in the event of power disruptions or capacity exceedances due to storm or tidal influence. As shown in Figure 3, both of the City’s lift stations are in areas expected to be inundated by 100-year flooding in the 2100 sea level rise scenario. Longer-range planning for improvements to these pump stations will consider measures to protect these lift stations against the impacts of sea level rise predicted to occur by around 2100.

CITY OF NATIONAL CITY SEWER SYSTEM MANAGEMENT PLAN ADDENDUM PAGE 3 Figure 1. 100-Year Flooding Depth, 2040 (0.8 ft Sea Level Rise) Scenario

CITY OF NATIONAL CITY SEWER SYSTEM MANAGEMENT PLAN ADDENDUM PAGE 4 Figure 2. 100-Year Flooding Depth, 2100 (4.9 ft Sea Level Rise) Scenario

CITY OF NATIONAL CITY SEWER SYSTEM MANAGEMENT PLAN ADDENDUM PAGE 5 Figure 3. National City Sewer Manholes within the 2100 Sea Level Rise Scenario 100-Year Flood Inundation Area

CITY OF NATIONAL CITY SEWER SYSTEM MANAGEMENT PLAN ADDENDUM PAGE 6 Wildfire
No part of the City of National City has a wildfire risk of moderate or higher in Cal Fire’s most recent Fire Hazard Severity Zone map (https://osfm.fire.ca.gov/what-wedo/community-wildfire-preparedness-and-mitigation/fire-hazard-severity-zones). The City of National City is fully urbanized and does not have open space canyons or similar areas that would be expected to have a higher fire risk in the future. The City’s above ground wastewater assets are limited to pump stations that are unlikely to be affected by wildfires. Both are located at the west side of the City, close to San Diego Bay where temperatures are moderated due to the influence of the Bay. The pump stations are also in urbanized areas with little to no vegetation in their vicinities.

The City has identified a small number of pipelines near the ends of the County’s system in Lincoln Acres that are close to vegetated slopes. While these slopes are not noted in the Cal Fire fire hazard severity map, these slopes may have a somewhat higher fire risk than other areas in the City. However, these City pipelines are in flat developed areas.

Thus even if fires were to remove the vegetation on the slopes, there are no pipelines in the slopes themselves, and the pipes should not be at risk of damage due to any future slope erosion that could occur post-fire.

At this time the City has not identified any portions of its wastewater collection system likely to be impacted by increased wildfire risk associated with climate change.

Larger storm flows
The City’s system is not designed to allow storm flows to enter the wastewater collection system, and the City is not currently aware of locations where storm flows are entering the City’s system. The City of National City is participating in a regional I&I study being completed by the Metro JPA, which includes all agencies that are tributary to the City of San Diego’s Point Loma treatment Plant. The I&I study will identify locations where storm flows may enter National City’s wastewater system. Once results of that study are available, the City of National City will update its CIP to address portions of its system that are anticipated to have significant I&I issues, as applicable.

The City is also currently evaluating increasing capacity at the two points where its system connects into the downstream City of San Diego South Metro Interceptor, which takes wastewater to the City of San Diego’s treatment plant. This is the most downstream end of the City of National City’s system. Increasing capacity in this area will also help address potential impacts of larger storm flows should some storm flow enter the City of National City’s collection system.

Sewer crossing evaluation
In the future, peak storm flows may be larger and more erosive and therefore could pose a higher risk to sewer pipes that run along or under drainage channels. To further evaluate this potential risk, the City reviewed each of its main creeks, rivers, and drainage channels

CITY OF NATIONAL CITY SEWER SYSTEM MANAGEMENT PLAN ADDENDUM PAGE 7 and identified locations where sewer lines cross or run next to these conveyances.

Assessments of these locations are provided below. Relatively few sewer crossings of earthen channels exist in National City, and none were identified as being at high risk of erosion due to larger future storm flows.

Paleta Creek (7th Street Channel)
Paleta Creek drains the northern part of National City. Much of the creek itself is in the City of San Diego, and the most downstream portion of the creek is on US Navy property.

There are no open channel segments of Paleta Creek, also known as 7th Street Channel, in the City of National City. Based on existing City GIS data, all segments within the City are concrete pipes or culverts.

Paradise Creek – Eastern
Paradise Creek has two main segments that are generally hydrologically separate. They only connect during very large (e.g., 100-year) storms.

The eastern portion of the creek, begins in the Paradise Hills community of the City of San Diego and flows to the west to National City. It flows from east to west along Paradise Valley Road and then Plaza Boulevard to I-805. Just west of I-805, the creek is directed south into a large culvert. This culvert outlets to an earthen channel in National City golf course. That earthen channel flows south through the golf course and then to the Sweetwater River.

Upstream of National City golf course, all locations where sewer pipes cross or are near the creek are in pipes or concrete-lined channel segments. These locations are not deemed to be at risk of erosion from future higher flow events.

Within the golf course, sewer lines cross the earthen channel in two places. At each crossing there is around 2-3 feet of cover, and the sewer lines are encased in concrete to protect them from potential damage due to erosion. Based on City of National City and County of San Diego GIS data, these sewer line segments are owned and maintained by the County. Note that because there are several locations where City and County sewer lines connect into each other along the border between the City of National City and the County of San Diego, mainly around Lincoln Acres, the City and the County are currently working together to confirm and document ownership, maintenance responsibilities, and interconnection agreements. If this process results in any change to the ownership or maintenance responsibility for sewer lines within the golf course, National City’s SSMP will be updated accordingly.

Paradise Creek – Western
The western portion of Paradise Creek begins with an open channel just west of Highland Avenue, close to Walmart. It flows west through Kimball Park, then to the southwest to Paradise Marsh, and from there to the Sweetwater River.

CITY OF NATIONAL CITY SEWER SYSTEM MANAGEMENT PLAN ADDENDUM PAGE 8 There is a sewer crossing in the channel segment by Walmart, between Highland Avenue and Kimball Way. This pipe has about 2 feet of cover but is encased in concrete. The City also recently completed a capital improvement project in this channel to improve resistance to erosion.

There is another sewer crossing in Kimball Park, just upstream of the entrance to a long box culvert that conveys water to the west under National City Boulevard. There is approximately 4 feet of cover at this location. Velocity in this segment of the creek is controlled by the downstream box culvert, which is undersized relative to the upstream channel. This area also experiences tidal backwater, which further reduces velocity. The earthen channel was widened in a recent CIP and also has dense vegetative cover. Erosion risk at this location is considered low. City staff also frequently are in the park for maintenance and would be able to identify signs of increased erosion in this area if it began occurring.

The last sewer crossing of the western portion of Paradise Creek is at approximately 22nd Street and Wilson Avenue. This area has about 10 feet of cover and is tidally influenced, so the risk of pipe exposure and damage due to erosion is low.

Sweetwater River
The Sweetwater River flows east to west in the southern portion of the City. Sewer lines that cross the river or flow next to the river are owned and maintained by the County of San Diego. The exception to this is the South Metro Interceptor, owned and maintained by the City of San Diego, that crosses the Sweetwater River east of the railroad bridge that is east of I-5. The City of National City does not own or maintain any sewer lines along the Sweetwater River.

Other Drainage Channels
A channel in eastern National City, roughly between Rachael Avenue and Harbison Avenue, begins around Cumberland Street in the north and then drains south to SR-54.

Portions of this channel are in National City and portions are in the City of San Diego. The sewer line that roughly follows this channel is part of the Paradise Hills trunk sewer, which is owned and maintained by the City of San Diego.

A sewer line crosses a minor tributary to the Sweetwater River in the area bounded by SR54, Sweetwater Road, Plaza Bonita Road, and the levee on the north bank of the Sweetwater River. This pipe has about 5-7 feet of cover. Velocity in this area is not expected to be particularly high for large storms because a small culvert through the levee controls the flow rate and causes significant backup upstream. Flow in this area also spreads out over a wide area (100-200 feet).

CITY OF NATIONAL CITY SEWER SYSTEM MANAGEMENT PLAN ADDENDUM PAGE 9 Higher process temperatures
To the extent that climate change may increase overall environmental temperatures, and that may in turn increase the temperature of wastewater in the City’s collection system, projected temperature increases of several degrees Celsius or so are not expected to have an adverse impact on the City’s collection system assets. The City of National City is located close to the coast, and temperature increases of several degrees Celsius would still mean peak summer temperatures in the City of National City will generally be less than current peak summer temperatures in more inland San Diego County cities. Pipes and other materials used in wastewater collection systems throughout the County retain functionality at the peak summer temperatures that currently occur farther inland in San Diego County, so the City does not anticipate that the level of temperature increase that may be observed in National City will have any negative impacts on the City’s wastewater collection system.

The City of National City does not operate a wastewater treatment plant, so higher process temperatures that could in theory affect effectiveness of treatment processes will not affect the City’s assets. As noted above, projected temperature increases will still leave the temperature in National City lower than current peak summer temperatures in other cities that are farther east and also drain to the City of San Diego’s treatment plant. Should the City of San Diego identify process temperature concerns as part of its climate change assessment, the City of National City will work with the City of San Diego and the other Metro JPA members as needed to address those concerns at a regional level, as applicable.

APPENDIX H

SEWER SYSTEM MAINTENANCE PLAN AUDITS

CITY OF NATIONAL CITY SEWER SYSTEM MANAGEMENT PLAN PAGE 1 Table 9.1
SSMP Performance Assessment Metrics
Performance Parameters Annual Totals Program Adjustments Made, If Applicable Total number of spills Dry Season Wet Season

Number of public spills
Number of private lateral spills
Number of spills (public and
private) that reached a drainage
channel and/or creek, bay, or
other water body
Total volume of public spills
Total volume estimated to reach
surface waters from public spills
Total volume recovered from
public spills
Percent of total spill volume
recovered from public spills (spill
recovered/total overflow x 100)
Average response time from call
to arrival to public spill sites
Average response time from
arrival to spill stoppage and
cleanup

CITY OF NATIONAL CITY SEWER SYSTEM MANAGEMENT PLAN PAGE 2 Table 9.1
SSMP Performance Assessment Metrics
Performance Parameters Annual Totals Program Adjustments Made, If Applicable Addresses of any locations
where multiple spills occurred
within the three years. If any,
also list actions taken to prevent
future occurrences.

Causes of public spills, including
the number of spills linked to
each cause (e.g., FOG buildup). If
one or more causes are
especially common, describe
what action was taken to address
that cause type.

Number of Food Service
Establishments (FSE) on FOG
inventory
Number of FOG inspections
conducted
Percent of FOG inspections
requiring follow-up or
enforcement
Most common deficiencies
noted during FOG inspections
Footage of main line cleaned
and maintained

CITY OF NATIONAL CITY SEWER SYSTEM MANAGEMENT PLAN PAGE 3 Table 9.1
SSMP Performance Assessment Metrics
Performance Parameters Annual Totals Program Adjustments Made, If Applicable Footage of “hot spot” FOG
locations cleaned and
maintained
Footage of main line CCTV’d
Brief description of adjustments
to maintenance program based
on spill occurrence or CCTV
results
Footage of main line that were
upsized or replaced
Number of sewer staff training
sessions conducted

CITY OF NATIONAL CITY SEWER SYSTEM MANAGEMENT PLAN PAGE 4 Table 9.2
SSMP Elements and Performance Indicators
SSMP Element Element Purpose Performance Indicators for Tracking Effectiveness
Goals Establish priorities of City and
provide focus for City staff
Review goals at minimum every
three years and update as needed
considering performance
assessment metrics
Organization Document organization of City
staff and chain of
command/communication for
spill response
Review Organizational Chart and
contact information at minimum
every three years, making
necessary changes
Legal Authority Ensure the City has sufficient
legal authority to properly
maintain and protect the
integrity of the system
Review of codes and/or ordinances
at minimum every three years for
revisions, including schedule for
identified updates
Operations and
Maintenance Program
Minimize blockages and spills
by properly operating and
maintaining the system
• Total number of spills
• Total number of public spills
• Total number of PLSDs
• Number of spills (public and
private) that reached a drainage
channel and/or creek, bay, or
other water body
• Total volume of public spills
• Total volume estimated to reach
surface waters from public spills
• Total volume recovered from
public spills
• Percent of total overflow
volume recovered from public
spills
• Number of repeat spills (from
same location within past 3
years)
• Number of pipe failures (spill
cause)
• Footage of main line cleaned
and maintained
• Footage of main line CCTV’d
• Footage of main line that were
upsized or replaced

CITY OF NATIONAL CITY SEWER SYSTEM MANAGEMENT PLAN PAGE 5 SSMP Element Element Purpose Performance Indicators for Tracking Effectiveness
Design & Performance
Provisions
Ensure new facilities are
properly designed and
constructed
Review of materials and potential
new technologies for collection
systems assets at minimum every
three years.

Spill Emergency
Response Plan (SERP)
Provide prompt detection and
response to spills to reduce
spill volumes and collect
information for prevention of
future spills
• Average response time from call
to arrival for public spills
• Average response time from
arrival to spill stoppage and
cleanup
• Percent of total spill volume
recovered from public spills
Sewer Pipe Blockage
Control Program
Minimize blockages and spills
due to fats, oils, grease, rags
and debris
• Number of spills due to FOG
• Number of Food Service
Establishments (FSE) on FOG
inventory
• Number of FOG inspections
conducted
• Percent of FOG inspections
requiring follow-up or
enforcement
• Most common deficiencies
noted during FOG inspections
System Evaluation,
Capacity Assurance, and
Capital Improvements
Anticipate, identify, and
address sewer system
infrastructure needs to ensure
continued operation and
reduce spills due to capacity
exceedance, structural failure,
and other factors
• Annual review of CIP progress
• Annual review of spill data and
prioritization of related CIP
projects
• Number of spills related to
capacity exceedance, structural
failure, or other non-FOG or
illegal dumping-related factors
Monitoring,
Measurement, &
Program Modifications
Evaluate effectiveness of SSMP,
keep SSMP up-to-date, and
identify necessary changes to
SSMP Elements
• Annual preparation of
performance metrics for
Elements 4, 6, and 7
• Review at minimum every three
years and update as needed
• Conduct annual review of
CIWQS data
Internal Audits Formally identify SSMP
effectiveness, limitations, and
necessary changes at minimum
every three years
Date of completion of last internal
audit

CITY OF NATIONAL CITY SEWER SYSTEM MANAGEMENT PLAN PAGE 6 SSMP Element Element Purpose Performance Indicators for Tracking Effectiveness
Communication Plan Communicate with the public
regarding closures of public
areas due to spills, and its
SSMP plan. Communicate with
satellite agencies regarding
operation, maintenance, and
capital improvement-related
activities.
• Post information regarding
public area closures.
• Place SSMP on City webpage

AGENDA REPORT
Department: Engineering and Public Works
Prepared by: Luca Zappiello, Principal Civil Engineer
Meeting Date: Tuesday, September 16, 2025
Approved by: Scott W. Huth, Interim City Manager
SUBJECT:

Awarding a Contract to Griffith Company for the Bayshore Bikeway Segment 5 and Connections Project, CIP No. 19-24.

RECOMMENDATION:

Adopt a Resolution Entitled, "Resolution of the City Council of the City of National City, California, 1) Awarding a Contract to Griffith Company in the Not-to-Exceed Amount of $13,076,599.50 for the Bayshore Bikeway Segment 5 and Connections Project, CIP No. 19-24; 2) Authorizing a 10% Contingency in the Amount of $1,307,660 for Unforeseen Changes; and 3) Authorizing the Mayor to Execute the Contract.”
BOARD/COMMISSION/COMMITTEE PRIOR ACTION:

Not Applicable.

EXPLANATION:

The Bayshore Bikeway Segment 5 and Connections Project, CIP No. 19-24 (Project) will provide nearly 1.5 miles of protected bicycle facilities along Harbor Drive, McKinley Avenue, W. 23rd Street, and Marina Way in the City of National City (City). The project will also construct a dedicated pedestrian and bicycle pathway on 19th Street under the I-5 overpass to provide safe connections for vulnerable roadway users between the Westside Neighborhood and the Bayshore Bikeway.

On June 26, 2025, a bid solicitation was posted on PlanetBids, which is a free public electronic bidding system for contractors. On July 2, 2025, and July 9, 2025, the bid solicitation was advertised in the local newspaper. On July 22, 2025, five (5) bids were received by the 5:00 p.m. deadline and Griffith Company was the apparent lowest bidder with a total bid amount of $13,076,599.50.

Upon review of all documents submitted, Griffith Company’s bid was deemed responsive and they are the lowest responsible bidder qualified to perform the work as described in the project specifications.

Staff recommends awarding a contract to Griffith Company, in the not-to-exceed amount of $13,076,599.50 and authorizing a 10% contingency in the amount of $1,307,660 to address any unforeseen conditions that may arise during construction.

Construction is estimated to be completed by Fall of 2027.

FINANCIAL STATEMENT:

The total construction cost will be funded by grants received from Caltrans, the California Natural Resources Agency, and the Port of San Diego. Appropriations to the following expenditure accounts were established through previous City Council actions:

Contract Award - $13,076,599.50
No. 296-10-18-18500-7598-6620296 (ATP 4 - 5066(049)) - $4,047,316.50 No. 296-10-18-18500-7598-6620296 (ATP 6 - 5066(060)) - $2,022,065.00 No. 296-10-18-18500-7598-6621296 (ATP 7 - 5066(063)) - $3,764,153.69 No. 296-10-18-18500-7598-6586296 (CNRA) - $1,243,588.81 No. 296-10-18-18500-7598-6622296 (Port of San Diego) - $1,999,475.50 10% Contingency - $1,307,660
No. 296-10-18-18500-7598-6620296 (ATP 4 - 5066(049)) - $588,447 No. 296-10-18-18500-7598-6621296 (ATP 7 - 5066(063)) - $719,213 RELATED CITY COUNCIL 2020-2025 STRATEGIC PLAN GOAL:

Transportation Choices and Infrastructure
ENVIRONMENTAL REVIEW:

The project is subject to CEQA, and a full study was completed during the design phase.

PUBLIC NOTIFICATION:

The Agenda Report was posted at least 72 hours before the Regular Meeting date and time, and 24 hours before a Special Meeting in accordance with the Ralph M. Brown Act.

ORDINANCE:

Not Applicable
EXHIBITS:

Exhibit A - Location Map
Exhibit B - Bid Opening Summary
Exhibit C - Three Lowest Bidders Summary
Exhibit D - Owner-Contract Agreement
Exhibit E - Resolution

BAY MARINA DRIVE

MARINA WAY
W32ND ST

MCKINLEY AVE
W14TH ST
W18TH ST
W19TH ST
W20TH ST
W22ND ST

HARBOR DRIVE
INTERSTATE 5

CIVIC CENTER DR

CLEVELAND AVE
WILSON AVE TIDELANDS AVE W18TH ST

NATIONAL CITY BLVD
W22ND ST

MILE OF CARS WAY

TIDELANDS AVE
W23RD ST
W19TH ST PROJECT ALIGNMENT BAYSHORE BIKEWAY SEGMENT 5 & CONNECTIONS PROJECT ALIGNMENT CIP 19-24 0' 800' 1600' SCALE 1" = 800' N Page 583 of 821

BID OPENING SUMMARY
NAME: Bayshore Bikeway Segment 5 and Connections (PLA
project)
CIP NO: 19-24
DATE: July 22, 2025
TIME: 5:00 P.M.

ESTIMATE: $14,000,000
PROJECT ENGINEER: Luca Zappiello P.E.

NO. BIDDER’S NAME BASE BID AMOUNT
1 Griffith Company
13400 Sabre Spring Parkway
Suite 200
San Diego, California 92128
$13,076,599.50
2 Nationwide Contracting Srvices, inc
7660 Liberty Dr
Huntington Beach, California 92647
$13,153,369,50
3 Reyes Construction, Inc.
1383 S Signal Dr
Pomona, California 91761
$13,493,363.00
4 Dick Miller Inc.
930 Boardwalk Suite H
San Marcos, California 92078
$13,916,435.20
5 Palm Engineering Construction Company,
7330 Opportunity Rd
Suite A
San Diego, California 92111
$17,435,178.75

Num
Uni
t
Quant
ity Description Unit Price Line Total Unit Price Line Total Unit Price Line Total 1 LS 1 Mobilization / Demobilization $220,000 $220,000 $350,000 $350,000 $300,000 $300,000 2 LS 1 Maintain Construction Schedule $11,000 $11,000 $10,000 $10,000 $4,000 $4,000 3 LS 1 Water Pollution Control $55,000 $55,000 $15,000 $15,000 $270,000 $270,000 4 LS 1 Traffic Control $102,000 $102,000 $250,000 $250,000 $31,000 $31,000 5 LS 1 Unclassified Excavation $150,400 $150,400 $150,000 $150,000 $300,000 $300,000 6 LS 1 Clear and Grub $80,000 $80,000 $50,000 $50,000 $70,000 $70,000 7 EA 1 Adjust to Grade Survey Monument $2,300 $2,300 $3,500 $3,500 $1,600 $1,600 8 EA 1
Adjust to Grade Storm Drain
Manhole $2,850 $2,850 $2,500 $2,500 $1,160 $1,160
9 EA 1 Adjust to Grade Water Meter $2,200 $2,200 $2,500 $2,500 $1,330 $1,330 10 EA 1 Adjust to Grade Light Pullbox $348 $348 $320 $320 $400 $400 11 EA 1 Adjust to Grade Comm Pullbox $434 $434 $320 $320 $425 $425 12 LF 3800
Temporary Construction Impact
Fence $13 $49,400 $25 $95,000 $15 $57,000
13 LF 4150 Construct 0" Mow Curb $56 $232,400 $50 $207,500 $38 $157,700 14 LF 145 Construct 6" Curb $102 $14,718 $60 $8,700 $128 $18,560 15 LF 25 Construct 6" Curb and Gutter $104 $2,600 $120 $3,000 $236 $5,900 16 SF 185
Construct Integral Colored Concrete
Sidewalk $29 $5,273 $25 $4,625 $63 $11,655
17 SF 850 Construct Concrete Sidewalk $23 $19,125 $25 $21,250 $28 $23,800 18 SF 530
Construct 6" PCC Driveway over 4"
Class II Aggregate Base $52 $27,560 $30 $15,900 $38 $20,140 19 SF 348
Construct Type B Gravity Wall per
SDRSD C-09 $100 $34,800 $70 $24,360 $131 $45,588
20 SF 120
Furnish and Install Detectable
Warning Tiles $65 $7,800 $75 $9,000 $69 $8,280
21 LF 2155
Furnish and Install 4' Chain Link
Fence $113 $243,515 $122 $262,910 $55 $118,525
22 SY 2890 Slurry Seal per Plans $12 $33,235 $15 $43,350 $13 $37,570 23 SF 4160 Cold Mill per Plans $4 $17,472 $5 $20,800 $4 $16,640 24 TON 106 6" Asphalt Concrete Digouts $744 $78,864 $300 $31,800 $400 $42,400 25 TON 720 Asphalt Concrete Overlay per Plans $236 $169,920 $185 $133,200 $225 $162,000 Nationwide
Contracting Srvices
7660 Liberty Dr
Huntington Beach,
Reyes Construction,
1383 S Signal Dr
Pomona, California
91761
Marsh Segment
Griffith Company
13400 Sabre Spring
Parkway, Suite 200
San Diego
Bayshore Bikeway Segment 5 and Connections (PLA project) CIP 19-24 Exhibit C - Three Lowest Bidders Summary
Bid Opening: July 22, 2025
Engineering & Public Works Department

Num
Uni
t
Quant
ity Description Unit Price Line Total Unit Price Line Total Unit Price Line Total Nationwide
Contracting Srvices
7660 Liberty Dr
Huntington Beach,
Reyes Construction,
1383 S Signal Dr
Pomona, California
91761
Griffith Company
13400 Sabre Spring
Parkway, Suite 200
San Diego
26 CY 570 Construct Class II Aggregate Base $87 $49,590 $100 $57,000 $310 $176,700 27 EA 1 Construct Bike Ramp $9,375 $9,375 $6,000 $6,000 $8,030 $8,030 28 LS 1 Coastal Sage Scrub Mitigation $13,480 $13,480 $77,500 $77,500 $28,000 $28,000 29 CY 457
Removal and Disposal of Hazardous
Material $346 $158,122 $450 $205,650 $260 $118,820
30 ALLOWANCE 1
Utility Coordination (SDG&E) -
Electrical Service $50,000 $50,000 $50,000 $50,000 $50,000 $50,000 31 LF 785 Furnish and Install Trench Conduit $19 $14,523 $35 $27,475 $43 $33,755 32 LF 785
Furnish and Install Electrical and
Lighting Conduit $16 $12,560 $18 $14,130 $17 $13,345
33 EA 2
Furnish and Install Electrical and
Lighting Pull Box $1,050 $2,100 $1,660 $3,320 $1,050 $2,100 34 LF 2190 Furnish and Install Cable: #6 (CG) $3 $6,351 $3 $5,475 $3 $6,570 35 EA 23 Furnish and Install Lighting Bollard $2,900 $66,700 $3,000 $69,000 $3,000 $69,000 36 LS 1
Furnish and Install Type III-B Service
Pedestal $10,500 $10,500 $10,500 $10,500 $9,500 $9,500
37 LF 4375 Furnish and Install Cable: #6 (LTG) $3 $13,125 $3 $13,125 $3 $13,125 38 LF 460 Asphalt Concrete Dike $15 $6,900 $50 $23,000 $38 $17,480 39 EA 1
Furnish and Install SDG&E Access
Gate $11,500 $11,500 $15,000 $15,000 $16,100 $16,100
40 LS 1
Security Improvements, Lighting,
and Communication Lines $252,000 $252,000 $310,000 $310,000 $300,000 $300,000 41 SF 35 Construct 7.5" PCC Concrete Section $100 $3,500 $100 $3,500 $117 $4,095 42 SY 490 Install Tensar TX-7 Reinforcement $16 $7,644 $10 $4,900 $23 $11,270 43 LS 1 Landscaping and Irrigation $210,000 $210,000 $352,040 $352,040 $250,000 $250,000 44 LS 1 Signing and Striping $51,000 $51,000 $87,500 $87,500 $44,100 $44,100 45 LS 1
Traffic Signal Improvements at
Marina Way $157,000 $157,000 $151,000 $151,000 $165,000 $165,000 1 LS 1 Mobilization / Demobilization $350,000 $350,000 $300,000 $300,000 $450,000 $450,000 2 LS 1 Maintain Construction Schedule $11,000 $11,000 $10,000 $10,000 $4,000 $4,000 3 LS 1 Water Pollution Control $15,600 $15,600 $15,000 $15,000 $46,800 $46,800 4 LS 1 Traffic Control $222,000 $222,000 $250,000 $250,000 $180,500 $180,500 5 LS 1 Unclassified Excavation $168,000 $168,000 $150,000 $150,000 $600,000 $600,000 6 LS 1 Clear and Grub $164,000 $164,000 $50,000 $50,000 $57,000 $57,000 7 EA 1 Adjust to Grade SDG&E Vault $11,500 $11,500 $2,500 $2,500 $7,100 $7,100 8 EA 5 Adjust to Grade Gas Valve $1,700 $8,500 $2,500 $12,500 $1,240 $6,200 9 EA 1 Adjust to Grade Water Valve $2,200 $2,200 $2,500 $2,500 $1,680 $1,680 10 EA 1 Adjust to Grade Fiber Optic Box $487 $487 $600 $600 $500 $500 $3,201,650.00 $3,042,663.00
Segment 5
Subtotal $2,669,182.50

Num
Uni
t
Quant
ity Description Unit Price Line Total Unit Price Line Total Unit Price Line Total Nationwide
Contracting Srvices
7660 Liberty Dr
Huntington Beach,
Reyes Construction,
1383 S Signal Dr
Pomona, California
91761
Griffith Company
13400 Sabre Spring
Parkway, Suite 200
San Diego
11 EA 1 Relocate Communication Pullbox $2,900 $2,900 $2,600 $2,600 $3,000 $3,000 12 LF 385 Construct 0" Mow Curb $70 $26,950 $50 $19,250 $127 $48,895 13 LF 225 Construct 6" Curb $78 $17,550 $60 $13,500 $90 $20,250 14 LF 2815 Construct 6" Curb and Gutter $81 $228,015 $120 $337,800 $84 $236,460 15 LF 180 Construct Type B-3 Pin On Curb $77 $13,770 $50 $9,000 $100 $18,000 16 LF 580 Construct Type B-1 Median Curb $78 $45,240 $50 $29,000 $98 $56,840 17 SF 2545 Construct Concrete Sidewalk $22 $54,718 $20 $50,900 $21 $53,445 18 SF 126000 Cold Mill per Plans $1 $63,000 $1 $126,000 $1 $126,000 19 SY 6600 Slurry Seal per Plans $12 $77,220 $13 $82,500 $12 $79,200 20 SF 250
Furnish and Install Detectable
Warning Tiles $65 $16,250 $90 $22,500 $60 $15,000
21 LF 75
Furnish and Install 6.5' Chain Link
Fence $344 $25,800 $350 $26,250 $200 $15,000
22 LF 365
Furnish and Install Chain Link Railing
on 60 MC Concrete Barrier $236 $86,140 $300 $109,500 $180 $65,700 23 TON 2790 Asphalt Concrete Overlay per Plans $188 $524,520 $200 $558,000 $225 $627,750 24 CY 1215 Construct Class II Aggregate Base $107 $130,005 $120 $145,800 $270 $328,050 25 EA 5
Construct ADA Curb Ramp (All
Types) $10,750 $53,750 $11,000 $55,000 $6,000 $30,000
26 LF 365
Construct Type 60 MC Concrete
Barrier $740 $270,100 $550 $200,750 $535 $195,275
27 LF 99 Civic Center Drive Retaining Wall $4,650 $460,350 $500 $49,500 $6,000 $594,000 28 SF 330 Construct PCC Cross Gutter $50 $16,500 $40 $13,200 $31 $10,230 29 EA 3 Construct 4" PCC Bike Ramp $9,370 $28,110 $6,000 $18,000 $4,800 $14,400 30 EA 1 Furnish and Install Smart Cushion $57,000 $57,000 $80,000 $80,000 $62,000 $62,000 31 LF 330
Construct 3' Wide PCC Ribbon
Gutter $75 $24,585 $60 $19,800 $81 $26,730
32 EA 3
Relocate Street Light Pole and
Foundation $8,750 $26,250 $5,625 $16,875 $9,000 $27,000 33 EA 3 Furnish and Install Pull Box #6 $1,400 $4,200 $3,000 $9,000 $1,400 $4,200 34 LF 50
Furnish and Install Electrical and
Lighting Conduit $77 $3,825 $158 $7,900 $74 $3,700
35 LF 2350 Asphalt Concrete Dike $13 $30,550 $50 $117,500 $27 $63,450 36 EA 2
Furnish and Install Solar Powered
LED Flashing Stop Sign $4,400 $8,800 $6,000 $12,000 $3,500 $7,000 37 SY 1510 Install Tensar TX-7 Reinforcement $13 $19,932 $30 $45,300 $25 $37,750 38 LS 1 Landscaping and Irrigation $92,000 $92,000 $75,000 $75,000 $93,500 $93,500 39 LS 1 Signing and Striping $220,000 $220,000 $275,000 $275,000 $207,000 $207,000 40 EA 1
Caltrans Std Plans D77B Storm Drain
Grate $10,000 $10,000 $5,000 $5,000 $3,900 $3,900
41 LS 1
Traffic Signal Improvements at
Harbor Drive $456,000 $456,000 $577,500 $577,500 $460,000 $460,000

Num
Uni
t
Quant
ity Description Unit Price Line Total Unit Price Line Total Unit Price Line Total Nationwide
Contracting Srvices
7660 Liberty Dr
Huntington Beach,
Reyes Construction,
1383 S Signal Dr
Pomona, California
91761
Griffith Company
13400 Sabre Spring
Parkway, Suite 200
San Diego
1 LS 1 Mobilization / Demobilization $180,000 $180,000 $200,000 $200,000 $75,000 $75,000 2 LS 1 Maintain Construction Schedule $11,000 $11,000 $10,000 $10,000 $4,000 $4,000 3 LS 1 Water Pollution Control $2,000 $2,000 $15,000 $15,000 $5,200 $5,200 4 LS 1 Traffic Control $50,000 $50,000 $250,000 $250,000 $53,000 $53,000 5 LS 1 Unclassified Excavation $10,000 $10,000 $200,000 $200,000 $18,000 $18,000 6 LS 1 Clear and Grub $13,000 $13,000 $50,000 $50,000 $7,600 $7,600 7 LF 315 Construct 0" Mow Curb $70 $22,050 $50 $15,750 $73 $22,995 8 LF 105 Asphalt Concrete Dike $26 $2,730 $50 $5,250 $131 $13,755 9 SF 1125 Construct 7.5" PCC Concrete Section $33 $37,350 $30 $33,750 $19 $21,375 10 SF 70
Furnish and Install Detectable
Warning Tiles $121 $8,470 $80 $5,600 $67 $4,690
11 SY 300 Slurry Seal per Plans $13 $4,020 $113 $33,750 $12 $3,600 12 TON 35 Asphalt Concrete Overlay per Plans $720 $25,200 $350 $12,250 $365 $12,775 13 CY 25 Construct Class II Aggregate Base $585 $14,625 $120 $3,000 $473 $11,825 14 SY 60 Install Tensar TX-7 Reinforcement $32 $1,920 $30 $1,800 $33 $1,980 15 Allowance1 BNSF Improvements $1,050,000 $1,050,000 $1,050,000 $1,050,000 $1,050,000 $1,050,000 16 LS 1 Landscaping and Irrigation $14,700 $14,700 $8,750 $8,750 $13,000 $13,000 17 LS 1 Signing and Striping $23,000 $23,000 $37,500 $37,500 $20,000 $20,000 18 LS 1
Stormwater Biofiltration System and
Appurtenances $300,000 $300,000 $450,000 $450,000 $318,300 $318,300 19 LS 1 Queue Cutter on Harbor Drive $252,000 $252,000 $275,000 $275,000 $240,000 $240,000 1 LS 1 Mobilization / Demobilization $400,000 $400,000 $350,000 $350,000 $325,000 $325,000 2 LS 1 Maintain Construction Schedule $11,000 $11,000 $10,000 $10,000 $4,000 $4,000 3 LS 1 Water Pollution Control $20,000 $20,000 $35,000 $35,000 $45,800 $45,800 4 LS 1 Traffic Control $199,000 $199,000 $250,000 $250,000 $209,000 $209,000 5 LS 1 Unclassified Excavation $73,000 $73,000 $150,000 $150,000 $255,000 $255,000 6 LS 1 Clear and Grub $153,000 $153,000 $50,000 $50,000 $7,800 $7,800 7 EA 4 Adjust to Grade Survey Monument $1,750 $7,000 $3,500 $14,000 $1,800 $7,200 8 EA 3 Adjust to Grade Water Valve $2,200 $6,600 $2,500 $7,500 $1,200 $3,600 9 EA 2
Adjust to Grade Traffic Signal
Pullbox $405 $810 $1,000 $2,000 $400 $800
10 LF 130 Construct 0" Mow Curb $77 $10,010 $50 $6,500 $80 $10,400 11 LF 570 Construct 6" Curb $80 $45,600 $60 $34,200 $86 $49,020 12 LF 740 Construct 6" Curb and Gutter $83 $61,050 $120 $88,800 $122 $90,280 13 LF 525 Construct Type B-3 Pin On Curb $77 $40,163 $50 $26,250 $68 $35,700 14 LF 90 Construct PCC Raised Curb $115 $10,350 $60 $5,400 $207 $18,630 15 LF 70
Construct Modified Type A Rolled
Curb and Gutter $98 $6,860 $120 $8,400 $195 $13,650
16 SF 3420 Cold Mill per Plans $6 $19,665 $5 $17,100 $5 $17,100 W19th Street
$2,657,400.00 $1,897,095.00
$3,903,025.00 $4,887,505.00
Railroad Segment
Subtotal $4,047,316.50
Subtotal $2,022,065.00

Num
Uni
t
Quant
ity Description Unit Price Line Total Unit Price Line Total Unit Price Line Total Nationwide
Contracting Srvices
7660 Liberty Dr
Huntington Beach,
Reyes Construction,
1383 S Signal Dr
Pomona, California
91761
Griffith Company
13400 Sabre Spring
Parkway, Suite 200
San Diego
17 SY 330 Slurry Seal per Plans $14 $4,554 $98 $32,175 $12 $3,960 18 EA 2 Construct Pedestrian Passageway $3,380 $6,760 $10,000 $20,000 $9,200 $18,400 19 LF 485 Furnish and Install 4D Fencing $590 $286,150 $645 $312,825 $575 $278,875 20 TON 705 Asphalt Concrete Overlay per Plans $238 $167,790 $200 $141,000 $225 $158,625 21 CY 195 Construct Class II Aggregate Base $257 $50,115 $120 $23,400 $660 $128,700 22 EA 9
Construct ADA Curb Ramp (All
Types) $11,000 $99,000 $11,000 $99,000 $6,100 $54,900
23 EA 4 Furnish and Install Gate Access $11,000 $44,000 $12,500 $50,000 $4,400 $17,600 24 EA 16 Furnish and Install Delineator Post $115 $1,840 $200 $3,200 $90 $1,440 25 SF 6910 Construct Concrete Sidewalk $20 $136,818 $25 $172,750 $20 $138,200 26 SF 175 3" CIP Stone Rubble $136 $23,800 $50 $8,750 $59 $10,325 27 SF 210 Construct 4" Colored Concrete $26 $5,460 $35 $7,350 $69 $14,490 28 SF 265 Construct PCC Pavement $29 $7,685 $25 $6,625 $39 $10,335 29 EA 3
Furnish and Install
Funding/Acknowledgement/Educati
onal Sign $2,900 $8,700 $5,000 $15,000 $4,300 $12,900
30 ALLOWANCE 1 ARTS $50,000 $50,000 $50,000 $50,000 $50,000 $50,000 31 SF 17740 Furnish and Install Streetbond $6 $101,118 $6 $110,875 $5 $88,700 32 EA 1
Furnish and Install 1" Irrigation
Water Service and Appurtenances $25,700 $25,700 $25,000 $25,000 $28,600 $28,600 33 SY 1000 Install Tensar TX-7 Reinforcement $21 $20,800 $30 $30,000 $44 $44,000 34 LS 1 Landscaping and Irrigation $124,000 $124,000 $172,500 $172,500 $135,000 $135,000 35 LS 1 Signing and Striping $113,000 $113,000 $200,000 $200,000 $105,000 $105,000 36 LF 955 Grate, and Frame $1,485 $1,418,175 $250 $238,750 $665 $635,075 37 EA 1 Reconstruct Northern Drain Inlet $17,710 $17,710 $5,000 $5,000 $30,000 $30,000 38 EA 1 Reconstruct Southern Drain Inlet $32,830 $32,830 $5,000 $5,000 $30,800 $30,800 39 LF 15
Reconstruct 4" Cast Iron Pipe Weep
Hole $672 $10,080 $500 $7,500 $205 $3,075
40 EA 1 Construct Sidewalk Underdrain $2,410 $2,410 $5,000 $5,000 $15,900 $15,900 41 EA 2 Retrofit Existing Storm Drain Inlet $4,965 $9,930 $5,000 $10,000 $8,600 $17,200 42 EA 1
Furnish and Install Electrical Service
Meter $10,500 $10,500 $12,000 $12,000 $10,400 $10,400
43 ALLOWANCE 1 SDGE Connection $50,000 $50,000 $50,000 $50,000 $50,000 $50,000 44 EA 3
Furnish and Install Pedestrian Light
Foundation $2,300 $6,900 $5,000 $15,000 $7,000 $21,000
45 EA 2
Furnish and Install Pedestrian Light
(Type D) $17,500 $35,000 $16,875 $33,750 $16,000 $32,000 46 EA 1
Furnish and Install Pedestrian Light
(Type G) $11,000 $11,000 $11,500 $11,500 $10,600 $10,600 47 LS 1
Furnish and Install Underpass Dome
Lights - Caltrans SB $42,000 $42,000 $44,375 $44,375 $42,000 $42,000

Num
Uni
t
Quant
ity Description Unit Price Line Total Unit Price Line Total Unit Price Line Total Nationwide
Contracting Srvices
7660 Liberty Dr
Huntington Beach,
Reyes Construction,
1383 S Signal Dr
Pomona, California
91761
Griffith Company
13400 Sabre Spring
Parkway, Suite 200
San Diego
48 LS 1
Furnish and Install Underpass Dome
Lights - Caltrans NB $41,000 $41,000 $44,375 $44,375 $42,000 $42,000 49 LS 1
Furnish and Install Underpass Dome
Lights - MTS Bridge $19,500 $19,500 $13,125 $13,125 $19,200 $19,200 50 LS 1 Furnish and Install Side Wall Lights $25,000 $25,000 $11,550 $11,550 $24,700 $24,700 51 EA 1
Furnish and Install CCTV Pole Mount
Camera (H5A PTZ) $10,500 $10,500 $15,625 $15,625 $15,200 $15,200 52 EA 3
Furnish and Install CCTV Pendant
Camera (H5A Dual Head) $5,250 $15,750 $23,750 $71,250 $5,100 $15,300 53 LS 1
Furnish and Install CCTV
Installation/Labor $8,000 $8,000 $8,300 $8,300 $7,850 $7,850 54 EA 1
Furnish and Install CCTV Camera
Enclosure $6,100 $6,100 $65,500 $65,500 $5,900 $5,900
55 EA 1 Furnish and Install Pull Box #8 $1,450 $1,450 $1,475 $1,475 $1,430 $1,430 56 EA 9 Furnish and Install Pull Box #6 $1,400 $12,600 $960 $8,640 $1,360 $12,240 57 LF 960
Furnish and Install 1" Conduit (Type
1*) $65 $61,920 $56 $54,000 $63 $60,480
58 LF 720
Furnish and Install 3" Conduit (Type
1*) $111 $79,920 $81 $58,500 $132 $95,040
59 LF 360
Furnish and Install 3" Conduit (Type
3**) $80 $28,620 $75 $27,000 $100 $36,000
60 EA 1
Furnish and Install Conduit into
Existing Pull Box $409 $409 $465 $465 $395 $395
61 EA 1 Adjust Pull Box to Grade $409 $409 $438 $438 $395 $395 62 LF 1000 Furnish and Install 12 SMFO $6 $6,450 $3 $2,500 $6 $6,000 63 LF 800 Furnish and Install Cable: #4 $5 $3,720 $4 $3,000 $5 $4,000 64 LF 550 Furnish and Install Cable: #6 $4 $1,925 $3 $1,375 $4 $2,200 65 LF 1200 Furnish and Install Cable: #8 $3 $3,540 $1 $1,500 $3 $3,600 66 LF 1000 Furnish and Install Cable: CAT6 $5 $4,800 $8 $7,500 $5 $5,000 67 LF 1200 Furnish and Install Cable: Ground $3 $3,540 $1 $1,500 $3 $3,600 68 LS 1 Fiber Splicing per Splice Diagram $4,800 $4,800 $2,000 $2,000 $4,640 $4,640 69 LS 1 Fiber Testing and Documentation $3,700 $3,700 $9,800 $9,800 $3,550 $3,550 70 EA 1 Furnish and Install Ethernet Switch $6,450 $6,450 $8,400 $8,400 $6,300 $6,300 $3,391,292.50 $3,666,100.00
Total $13,076,599.50 $13,153,367.50 $13,493,363.00
Subtotal $4,338,035.50

OWNER - CONTRACTOR AGREEMENT
BAYSHORE BIKEWAY SEGMENT 5 AND CONNECTIONS, CIP NO. 19-24 This Owner-Contractor Agreement (“Agreement”) is made by and between the City of National City, 1243 National City Boulevard National City, California 91950 and Griffith Company (“Contractor”), 13400 Sabre Spring Parkway, Suite 200, San Diego, CA 92128, on the 16th day of September 2025, for the construction of the above referenced Project.

In consideration of the mutual covenants and agreements set forth herein, the Owner and Contractor have mutually agreed as follows:

1. CONSTRUCTION
The Contractor agrees to do all the work and furnish all the labor, services, materials and equipment necessary to construct and complete the Project in a turn-key manner in accordance with this Agreement and all documents and plans referenced in Exhibit “A”, (hereinafter “Contract Documents”), in compliance with all relevant Federal, State of California, County of San Diego and City of National City codes and regulations, and to the satisfaction of the Owner.

2. CONTRACT PRICE
Owner hereby agrees to pay and the Contractor agrees to accept as full compensation for constructing the project in accordance with these Contract Documents in an amount not to exceed the contract price as set forth in Exhibit “B” attached hereto and incorporated herein by reference. Payments to the Contractor shall be made in the manner described in the Special Provisions.

3. TIME FOR PERFORMANCE
Time is of the essence for this Agreement and the Contractor shall construct the project in every detail to a complete and turn-key fashion to the satisfaction of the Owner within the specified duration set forth in the Special Provisions.

4. NON-DISCRIMINATION
In the performance of this Agreement, the Contractor shall not refuse or fail to hire or employ any qualified person, or bar or discharge from employment any person, or discriminate against any person, with respect to such person's compensation, terms, conditions or privileges of employment because of such person's race, religious status, sex or age.

5. AUTHORIZED OWNER REPRESENTATIVES

On behalf of the Owner, the Project Manager designated at the pre-construction meeting shall be the Owner’s authorized representative in the interpretation and enforcement of all Work performed in connection with this Agreement.

6. WORKERS' COMPENSATION INSURANCE
a) By my signature hereunder, as Contractor, I certify that I am aware of the provisions of Section 3700 of the Labor Code, which requires every employer to be insured against liability for Workers’ Compensation or to undertake self-insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the Work of this Agreement.
b) The Contractor shall require each subcontractor to comply with the requirements of Section 3700 of the Labor Code. Before commencing any Work, the Contractor shall cause each subcontractor to execute the following certification:
"I am aware of the provisions of Section 3700 of the Labor Code, which requires every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the Work of this Agreement."

7. ENTIRE AGREEMENT; CONFLICT
The Contract Documents comprise the entire agreement between the Owner and the Contractor with respect to the Work. In the event of conflict between the terms of this Agreement and the bid of the Contractor, then this Agreement shall control and nothing herein shall be considered as an acceptance of the terms of the bid conflicting herewith.

8. MAINTENANCE OF AGREEMENT DOCUMENTATION
Contractor shall maintain all books, documents, papers, employee time sheets, accounting records and other evidence pertaining to costs incurred and shall make such materials available at its office at all reasonable times during the term of this Agreement and for three (3) years from the date of final payment under this Agreement, for inspection by Owner and copies thereof shall be furnished to Owner if requested.

9. INDEPENDENT CONTRACTOR
At all times during the term of this Agreement, Contractor shall be an independent contractor and shall not be an employee, agent, partner or joint venturer of the Owner. Owner shall have the right to control Contractor insofar as the results of Contractor's services rendered pursuant to this Agreement; however, Owner shall not have the right to control the means by which Contractor accomplishes such services.

10. LICENSES AND PERMITS

Contractor represents and declares to Owner that it has all licenses, permits, qualifications and approvals of whatever nature which are legally required to practice its profession.

Contractor represents and warrants to Owner that Contractor shall, at its sole cost and expense, keep in effect at all times during the term of this Agreement, any licenses, permits, qualifications or approvals which are legally required for Contractor to practice its profession.

11. GOVERNING LAW, VENUE
This Agreement and the Contract Documents shall be construed under and in accordance with the laws of the State of California, and the appropriate venue for any action or proceeding arising from this Agreement and/or the Contract Documents shall be had in the Superior Court of San Diego, Central Branch.

12. COUNTERPARTS
This Agreement may be executed in any number of counterparts, each of which shall for all purposes be deemed to be an original.

13. FALSE CLAIMS
Contractor acknowledges that if a false claim is submitted to the Owner, it may be considered fraud and Contractor may be subject to criminal prosecution. Contractor acknowledges that the False Claims Act, California Government Code sections 12650, et seq., provides for civil penalties where a person knowingly submits a false claim to a public entity. These provisions include within their scope false claims made with deliberate ignorance of the false information or in reckless disregard of the truth or falsity of the information. In the event the Owner seeks to recover penalties pursuant to the False Claims Act, it is entitled to recover its litigation costs, including attorneys’ fees. Contractor hereby acknowledges that the filing of a false claim may the Contractor to an administrative debarment proceeding wherein Contractor may be prevented from further bidding on public contracts for a period of up to five (5) years.

I have read and understood all of the provisions of this Section 15, above:
(Initial) (Initial)

14. AGREEMENT MODIFICATION
This Agreement and the Contract Documents may not be modified orally or in any manner other than by an amendment in writing and signed by the Owner and the Contractor.

IN WITNESS WHEREOF this Agreement is executed as of the date first written above.

Owner: Contractor:

Griffith Company
Ron Morrison
Mayor, City of National City (Owner/Officer signature)
Approved as to form:

Print name and title
Barry J. Schultz
City Attorney, City of National City
(Second officer signature if a corporation)
Print name and title
Contractor’s City Business License No.

State Contractor’s License No. and Class
Business street address
City, State and Zip Code

EXHIBIT A

CONTRACT DOCUMENTS
Owner/Contractor Agreement
Bid Schedule
Addenda
Plans
Special Provisions (Specifications)
San Diego County Regional Standard Drawings
City of National City Standard Drawings
Standard Specifications for Public Works Construction and Regional Supplements (Greenbook)
State Standard Specifications
State Standard Plans
California Building, Mechanical, Plumbing and Electrical Codes Permits issued by jurisdictional regulatory agencies
Electric, gas, and communications companies specifications and standards Sweetwater Authority specifications and standards
Specifications, standards and requirements of MTS, BNSF, SANDAG, Port of San Diego and all other agencies that may be adjacent and/or affected by the project.

EXHIBIT B

CONTRACT PRICE

Num Unit Quantity Description Unit Price Line Total
1 LS 1 Mobilization / Demobilization $220,000 $220,000
2 LS 1 Maintain Construction Schedule $11,000 $11,000
3 LS 1 Water Pollution Control $55,000 $55,000
4 LS 1 Traffic Control $102,000 $102,000
5 LS 1 Unclassified Excavation $150,400 $150,400
6 LS 1 Clear and Grub $80,000 $80,000
7 EA 1 Adjust to Grade Survey Monument $2,300 $2,300
8 EA 1 Adjust to Grade Storm Drain Manhole $2,850 $2,850 9 EA 1 Adjust to Grade Water Meter $2,200 $2,200
10 EA 1 Adjust to Grade Light Pullbox $348 $348
11 EA 1 Adjust to Grade Comm Pullbox $434 $434
12 LF 3800 Temporary Construction Impact Fence $13 $49,400 13 LF 4150 Construct 0" Mow Curb $56 $232,400
14 LF 145 Construct 6" Curb $102 $14,718
15 LF 25 Construct 6" Curb and Gutter $104 $2,600
16 SF 185 Construct Integral Colored Concrete Sidewalk $29 $5,273 17 SF 850 Construct Concrete Sidewalk $23 $19,125
18 SF 530
Construct 6" PCC Driveway over 4" Class II Aggregate
Base $52 $27,560
19 SF 348 Construct Type B Gravity Wall per SDRSD C-09 $100 $34,800 20 SF 120 Furnish and Install Detectable Warning Tiles $65 $7,800 21 LF 2155 Furnish and Install 4' Chain Link Fence $113 $243,515 22 SY 2890 Slurry Seal per Plans $12 $33,235
23 SF 4160 Cold Mill per Plans $4 $17,472
24 TON 106 6" Asphalt Concrete Digouts $744 $78,864
25 TON 720 Asphalt Concrete Overlay per Plans $236 $169,920 26 CY 570 Construct Class II Aggregate Base $87 $49,590 27 EA 1 Construct Bike Ramp $9,375 $9,375
28 LS 1 Coastal Sage Scrub Mitigation $13,480 $13,480
29 CY 457 Removal and Disposal of Hazardous Material $346 $158,122 30 ALLOWA 1 Utility Coordination (SDG&E) - Electrical Service $50,000 $50,000 31 LF 785 Furnish and Install Trench Conduit $19 $14,523 32 LF 785 Furnish and Install Electrical and Lighting Conduit $16 $12,560 33 EA 2 Furnish and Install Electrical and Lighting Pull Box $1,050 $2,100 34 LF 2190 Furnish and Install Cable: #6 (CG) $3 $6,351 Marsh Segment
Engineering & Public Works Department
Bayshore Bikeway Segment 5 and Connections (PLA project) CIP 19-24 Lowest Bidder: Griffith Company
Griffith Company
13400 Sabre Spring Parkway, Suite
200
San Diego
Bid Opening: July 22, 2025

Num Unit Quantity Description Unit Price Line Total
Griffith Company
13400 Sabre Spring Parkway, Suite
200
San Diego
35 EA 23 Furnish and Install Lighting Bollard $2,900 $66,700 36 LS 1 Furnish and Install Type III-B Service Pedestal $10,500 $10,500 37 LF 4375 Furnish and Install Cable: #6 (LTG) $3 $13,125 38 LF 460 Asphalt Concrete Dike $15 $6,900
39 EA 1 Furnish and Install SDG&E Access Gate $11,500 $11,500 40 LS 1
Security Improvements, Lighting, and Communication
Lines $252,000 $252,000
41 SF 35 Construct 7.5" PCC Concrete Section $100 $3,500 42 SY 490 Install Tensar TX-7 Reinforcement $16 $7,644
43 LS 1 Landscaping and Irrigation $210,000 $210,000
44 LS 1 Signing and Striping $51,000 $51,000
45 LS 1 Traffic Signal Improvements at Marina Way $157,000 $157,000 $2,669,182.50
1 LS 1 Mobilization / Demobilization $350,000.00 $350,000 2 LS 1 Maintain Construction Schedule $11,000.00 $11,000 3 LS 1 Water Pollution Control $15,600.00 $15,600
4 LS 1 Traffic Control $222,000.00 $222,000
5 LS 1 Unclassified Excavation $168,000.00 $168,000
6 LS 1 Clear and Grub $164,000.00 $164,000
7 EA 1 Adjust to Grade SDG&E Vault $11,500.00 $11,500
8 EA 5 Adjust to Grade Gas Valve $1,700.00 $8,500
9 EA 1 Adjust to Grade Water Valve $2,200.00 $2,200
10 EA 1 Adjust to Grade Fiber Optic Box $487.00 $487
11 EA 1 Relocate Communication Pullbox $2,900.00 $2,900 12 LF 385 Construct 0" Mow Curb $70.00 $26,950
13 LF 225 Construct 6" Curb $78.00 $17,550
14 LF 2815 Construct 6" Curb and Gutter $81.00 $228,015 15 LF 180 Construct Type B-3 Pin On Curb $76.50 $13,770 16 LF 580 Construct Type B-1 Median Curb $78.00 $45,240 17 SF 2545 Construct Concrete Sidewalk $21.50 $54,718
18 SF 126000 Cold Mill per Plans $0.50 $63,000
19 SY 6600 Slurry Seal per Plans $11.70 $77,220
20 SF 250 Furnish and Install Detectable Warning Tiles $65.00 $16,250 21 LF 75 Furnish and Install 6.5' Chain Link Fence $344.00 $25,800 22 LF 365
Furnish and Install Chain Link Railing on 60 MC Concrete Barrier $236.00 $86,140
23 TON 2790 Asphalt Concrete Overlay per Plans $188.00 $524,520 24 CY 1215 Construct Class II Aggregate Base $107.00 $130,005 25 EA 5 Construct ADA Curb Ramp (All Types) $10,750.00 $53,750 26 LF 365 Construct Type 60 MC Concrete Barrier $740.00 $270,100 27 LF 99 Civic Center Drive Retaining Wall $4,650.00 $460,350 28 SF 330 Construct PCC Cross Gutter $50.00 $16,500
29 EA 3 Construct 4" PCC Bike Ramp $9,370.00 $28,110
30 EA 1 Furnish and Install Smart Cushion $57,000.00 $57,000 31 LF 330 Construct 3' Wide PCC Ribbon Gutter $74.50 $24,585 32 EA 3 Relocate Street Light Pole and Foundation $8,750.00 $26,250 33 EA 3 Furnish and Install Pull Box #6 $1,400.00 $4,200 34 LF 50 Furnish and Install Electrical and Lighting Conduit $76.50 $3,825 Subtotal
Segment 5

Num Unit Quantity Description Unit Price Line Total
Griffith Company
13400 Sabre Spring Parkway, Suite
200
San Diego
35 LF 2350 Asphalt Concrete Dike $13.00 $30,550
36 EA 2 Furnish and Install Solar Powered LED Flashing Stop Sign $4,400.00 $8,800 37 SY 1510 Install Tensar TX-7 Reinforcement $13.20 $19,932 38 LS 1 Landscaping and Irrigation $92,000.00 $92,000
39 LS 1 Signing and Striping $220,000.00 $220,000
40 EA 1 Caltrans Std Plans D77B Storm Drain Grate $10,000.00 $10,000 41 LS 1 Traffic Signal Improvements at Harbor Drive $456,000.00 $456,000 $4,047,316.50
1 LS 1 Mobilization / Demobilization $180,000.00 $180,000 2 LS 1 Maintain Construction Schedule $11,000.00 $11,000 3 LS 1 Water Pollution Control $2,000.00 $2,000
4 LS 1 Traffic Control $50,000.00 $50,000
5 LS 1 Unclassified Excavation $10,000.00 $10,000
6 LS 1 Clear and Grub $13,000.00 $13,000
7 LF 315 Construct 0" Mow Curb $70.00 $22,050
8 LF 105 Asphalt Concrete Dike $26.00 $2,730
9 SF 1125 Construct 7.5" PCC Concrete Section $33.20 $37,350 10 SF 70 Furnish and Install Detectable Warning Tiles $121.00 $8,470 11 SY 300 Slurry Seal per Plans $13.40 $4,020
12 TON 35 Asphalt Concrete Overlay per Plans $720.00 $25,200 13 CY 25 Construct Class II Aggregate Base $585.00 $14,625 14 SY 60 Install Tensar TX-7 Reinforcement $32.00 $1,920 15 Allowan 1 BNSF Improvements $1,050,000.00 $1,050,000 16 LS 1 Landscaping and Irrigation $14,700.00 $14,700
17 LS 1 Signing and Striping $23,000.00 $23,000
18 LS 1 Stormwater Biofiltration System and Appurtenances $300,000.00 $300,000 19 LS 1 Queue Cutter on Harbor Drive $252,000.00 $252,000 $2,022,065.00
1 LS 1 Mobilization / Demobilization $400,000.00 $400,000 2 LS 1 Maintain Construction Schedule $11,000.00 $11,000 3 LS 1 Water Pollution Control $20,000.00 $20,000
4 LS 1 Traffic Control $199,000.00 $199,000
5 LS 1 Unclassified Excavation $73,000.00 $73,000
6 LS 1 Clear and Grub $153,000.00 $153,000
7 EA 4 Adjust to Grade Survey Monument $1,750.00 $7,000 8 EA 3 Adjust to Grade Water Valve $2,200.00 $6,600
9 EA 2 Adjust to Grade Traffic Signal Pullbox $405.00 $810 10 LF 130 Construct 0" Mow Curb $77.00 $10,010
11 LF 570 Construct 6" Curb $80.00 $45,600
12 LF 740 Construct 6" Curb and Gutter $82.50 $61,050
13 LF 525 Construct Type B-3 Pin On Curb $76.50 $40,163 14 LF 90 Construct PCC Raised Curb $115.00 $10,350
15 LF 70 Construct Modified Type A Rolled Curb and Gutter $98.00 $6,860 16 SF 3420 Cold Mill per Plans $5.75 $19,665
Subtotal
Subtotal
Railroad Segment
W19th Street

Num Unit Quantity Description Unit Price Line Total
Griffith Company
13400 Sabre Spring Parkway, Suite
200
San Diego
17 SY 330 Slurry Seal per Plans $13.80 $4,554
18 EA 2 Construct Pedestrian Passageway $3,380.00 $6,760 19 LF 485 Furnish and Install 4D Fencing $590.00 $286,150 20 TON 705 Asphalt Concrete Overlay per Plans $238.00 $167,790 21 CY 195 Construct Class II Aggregate Base $257.00 $50,115 22 EA 9 Construct ADA Curb Ramp (All Types) $11,000.00 $99,000 23 EA 4 Furnish and Install Gate Access $11,000.00 $44,000 24 EA 16 Furnish and Install Delineator Post $115.00 $1,840 25 SF 6910 Construct Concrete Sidewalk $19.80 $136,818
26 SF 175 3" CIP Stone Rubble $136.00 $23,800
27 SF 210 Construct 4" Colored Concrete $26.00 $5,460
28 SF 265 Construct PCC Pavement $29.00 $7,685
29 EA 3
Furnish and Install
Funding/Acknowledgement/Educational Sign $2,900.00 $8,700 30 ALLOWA 1 ARTS $50,000.00 $50,000
31 SF 17740 Furnish and Install Streetbond $5.70 $101,118 32 EA 1
Furnish and Install 1" Irrigation Water Service and
Appurtenances $25,700.00 $25,700
33 SY 1000 Install Tensar TX-7 Reinforcement $20.80 $20,800 34 LS 1 Landscaping and Irrigation $124,000.00 $124,000 35 LS 1 Signing and Striping $113,000.00 $113,000
36 LF 955 Furnish and Install Trench Drain, Grate, and Frame $1,485.00 $1,418,175 37 EA 1 Reconstruct Northern Drain Inlet $17,710.00 $17,710 38 EA 1 Reconstruct Southern Drain Inlet $32,830.00 $32,830 39 LF 15 Reconstruct 4" Cast Iron Pipe Weep Hole $672.00 $10,080 40 EA 1 Construct Sidewalk Underdrain $2,410.00 $2,410
41 EA 2 Retrofit Existing Storm Drain Inlet $4,965.00 $9,930 42 EA 1 Furnish and Install Electrical Service Meter $10,500.00 $10,500 43 ALLOWA 1 SDGE Connection $50,000.00 $50,000
44 EA 3 Furnish and Install Pedestrian Light Foundation $2,300.00 $6,900 45 EA 2 Furnish and Install Pedestrian Light (Type D) $17,500.00 $35,000 46 EA 1 Furnish and Install Pedestrian Light (Type G) $11,000.00 $11,000 47 LS 1 Furnish and Install Underpass Dome Lights - Caltrans SB $42,000.00 $42,000 48 LS 1 Furnish and Install Underpass Dome Lights - Caltrans NB $41,000.00 $41,000 49 LS 1 Furnish and Install Underpass Dome Lights - MTS Bridge $19,500.00 $19,500 50 LS 1 Furnish and Install Side Wall Lights $25,000.00 $25,000 51 EA 1 Furnish and Install CCTV Pole Mount Camera (H5A PTZ) $10,500.00 $10,500 52 EA 3
Furnish and Install CCTV Pendant Camera (H5A Dual
Head) $5,250.00 $15,750
53 LS 1 Furnish and Install CCTV Installation/Labor $8,000.00 $8,000 54 EA 1 Furnish and Install CCTV Camera Enclosure $6,100.00 $6,100 55 EA 1 Furnish and Install Pull Box #8 $1,450.00 $1,450 56 EA 9 Furnish and Install Pull Box #6 $1,400.00 $12,600 57 LF 960 Furnish and Install 1" Conduit (Type 1*) $64.50 $61,920 58 LF 720 Furnish and Install 3" Conduit (Type 1*) $111.00 $79,920

Num Unit Quantity Description Unit Price Line Total
Griffith Company
13400 Sabre Spring Parkway, Suite
200
San Diego
59 LF 360 Furnish and Install 3" Conduit (Type 3**) $79.50 $28,620 60 EA 1 Furnish and Install Conduit into Existing Pull Box $409.00 $409 61 EA 1 Adjust Pull Box to Grade $409.00 $409
62 LF 1000 Furnish and Install 12 SMFO $6.45 $6,450
63 LF 800 Furnish and Install Cable: #4 $4.65 $3,720
64 LF 550 Furnish and Install Cable: #6 $3.50 $1,925
65 LF 1200 Furnish and Install Cable: #8 $2.95 $3,540
66 LF 1000 Furnish and Install Cable: CAT6 $4.80 $4,800 67 LF 1200 Furnish and Install Cable: Ground $2.95 $3,540 68 LS 1 Fiber Splicing per Splice Diagram $4,800.00 $4,800 69 LS 1 Fiber Testing and Documentation $3,700.00 $3,700 70 EA 1 Furnish and Install Ethernet Switch $6,450.00 $6,450 $4,338,035.50
Total $13,076,599.50
Subtotal

CORPORATE CERTIFICATE
I, ___________________________________ certify that I am the Secretary of the Corporation named as Contractor in the foregoing Contract; that _____________________________________, who signed said contract on behalf of the Contractor, was then ______________________________________________ of said Corporation; that said contract was duly signed for and in behalf of said Corporation by authority of its governing body and is within the scope of its corporate powers.

I, ___________________________________ certify that I am the Secretary of the Corporation named as Contractor in the foregoing Contract; that _____________________________________, who signed said contract on behalf of the Contractor, was then _______________________________________________ of said Corporation; that said contract was duly signed for and in behalf of said Corporation by authority of its governing body and is within the scope of its corporate powers.

Corporate Seal:

PARTNERSHIP CERTIFICATE
STATE OF ______________________________)
) ss
COUNTY OF _____________________________)
On this __________ day of ___________, 20____, before me, the undersigned, a Notary Public in and for said County and State, personally appeared:
_____________________________________________________________ ____________________________ (Notary Seal)
known to me to be _________________________________of the partners of the partnership that executed the within instrument, and acknowledged to me that such partnership executed the same.

Signature: _______________________________________________________________ Name (Type or Print): _____________________________________________________ (Notary Public in and for said County and State)
My Commission expires: __________________________________________________

PERFORMANCE BOND
WHEREAS, the City Council of the City of National City, by Resolution No. 2025- __________, on the 16th day of September, 2025, has awarded to Griffith Company, hereinafter designated as the "Principal", the Bayshore Bikeway Segment 5 and Connections, CIP NO 19-24.

WHEREAS, said Principal is required under the terms of said contract to furnish a bond for the faithful performance of said contract.

NOW, THEREFORE, we, the Principal and
___________________________________________ as surety, are held and firmly bound unto the City of National City, hereinafter called the "City", in the penal sum of Thirteen Million Seventy-Six Thousand Five Hundred Ninety-Nine and Five Tenth ($13,076,599.50) dollars lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT if the above bounden Principal, his/her or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the said contract any alteration thereof made as therein provides, on his or their part, to be kept and performed at the time and in the amount therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City of National City, its officers, agents, employees, and volunteers as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and virtue.

And the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed herein or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such

change, extension of time, alteration or additions to the terms of the contract or to the work or to the specifications.

In the event suit is brought upon this bond by the City and judgment is recovered, the surety shall pay all costs incurred by the City in such suit, including a reasonable attorney's fee to be fixed by the Court.

IN WITNESS WHEREOF three identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and Surety above named, on the ________ day of ____________, 20____. ____________________________(SEAL) ____________________________(SEAL) ____________________________(SEAL) ____________________________(SEAL) ____________________________(SEAL) ____________________________(SEAL) Surety Principal

PERFORMANCE BOND

ATTORNEY-IN-FACT ACKNOWLEDGEMENT OF SURETY
STATE OF ______________________________ )
) ss
COUNTY OF _____________________________)
On this______ day of ______________, 20____, before me, the undersigned, a Notary Public in and for said County and State, personally appeared ____________________________________________ known to me to be the person whose name is subscribed to the within instrument as the attorney-in-fact of the ____________________________________________, the corporation named as Surety in said instrument, and acknowledged to me that he subscribed the name of said corporation thereto as Surety, and his own name as attorney-in-fact.

NOTE: Signature of those executing for
Surety must be properly
acknowledged.

NOTE: The Attorney-in-fact must attach a
certified copy of the Power of
Attorney.

Signature: _______________________________________________________________ Name (Type or Print): _____________________________________________________ Notary Public in and for said County and State
My Commission expires: __________________________________________________

PAYMENT BOND
WHEREAS, the City Council of the City of National City, by Resolution No. 2025 - _________, on the 16th day of September, 2025 has awarded Griffith Company, hereinafter designated as the "Principal”, the Bayshore Bikeway Segment 5 and Connections, CIP NO. 19-24.

WHEREAS, said Principal is required by Chapter 5 (commencing at Section 3225) and Chapter 7 (commencing at Section 3247), Title 15, Part 4, Division 3 of the California Civil Code to furnish a bond in connection with said contract; NOW, THEREFORE, we, the Principal and __________________________________ as surety, are held and firmly bound unto the City of National City, hereinafter called the "City", in the penal sum of Thirteen Million Seventy-Six Thousand Five Hundred NinetyNine and Five Tenth ($13,076,599.50) dollars lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his/her or its subcontractors, heirs, executors, administrators, successors, or assigns, shall fail to pay any of the persons named in Section 3181 of the California Civil Code, or amounts due under the Unemployment Insurance Code with respect to work or labor performed by any such claimant, or for any amounts required to be deducted, withheld, and paid over to the Franchise Tax Board from the wages of employees of the Contractor and his subcontractors pursuant to Section 18806 of the Revenue and Taxation Code, with respect to such work and labor the Surety will pay for the same in an amount not exceeding the sum hereinafter specified, and also, in case suit is brought upon this bond, a reasonable attorney's fee, to be fixed by the Court.

This Bond shall inure to the benefit of any of the persons named in Section 3181 of the California Civil Code, so as to give a right of action to such persons or their assigns in any suit brought upon this bond.

It is further stipulated and agreed that the Surety on this bond shall not be exonerated or released from the obligation of this bond by any change, extension of time for performance, addition, alteration or modification in, to, or of any contract, plans, specifications, or agreement pertaining or relating to any scheme or work of improvement hereinabove described or pertaining or relating to the furnishing of labor, materials, or equipment therefore, not by any change or modification of any terms of payment or extension of the time for any payment pertaining or relating to any scheme or work of improvement hereinabove described, nor by any rescission or attempted rescission of the contract, agreement or bond, nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement or under the bond, nor by any fraud practiced by any person other than the claimant seeking to recover on the bond and that this bond be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is given, and under no circumstances shall Surety be released from liability to those for whose benefit such bond has been given, by reason of any breach of contract between the owner of Public Entity and original contractor or on the part of any obliges named in such bond, but the sole conditions of recovery shall be that claimant is a person described in Section 3110 or 3112 of the California Civil Code, and has not been paid the full amount of his claim and that Surety does hereby waive notice of any such change, extension of time, addition, alteration or modification herein mentioned.

IN WITNESS WHEREOF three identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and Surety above named, on the ________ day of _____________________, 20____. ____________________________(SEAL) ____________________________(SEAL) ____________________________(SEAL) ____________________________(SEAL) ____________________________(SEAL) ____________________________(SEAL) Surety Principal

ATTORNEY-IN-FACT ACKNOWLEDGEMENT OF SURETY
STATE OF ______________________________ )
) ss
COUNTY OF _____________________________)
On this day _______ of __________________, 20____, before me, the undersigned, a Notary Public in and for said County and State, personally appeared ____________________________________________ known to me to be the person whose name is subscribed to the within instrument as the attorney-in-fact of the ____________________________________________, the corporation named as Surety in said instrument, and acknowledged to me that he subscribed the name of said corporation thereto as Surety, and his own name as attorney-in-fact.

NOTE: Signature of those executing for
Surety must be properly
acknowledged.

NOTE: The Attorney-in-fact must attach a
certified copy of the Power of
Attorney.

Signature:

Name (Type or Print):
(Notary Public in and for said County and State)
My Commission expires:

ATTACH ALL BONDS

RESOLUTION NO. 2025 -
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NATIONAL CITY, CALIFORNIA, 1)

AWARDING A CONTRACT TO GRIFFITH COMPANY IN THE NOT-TO-EXCEED AMOUNT OF $13,076,599.50 FOR THE BAYSHORE BIKEWAY SEGMENT 5 AND CONNECTIONS PROJECT, CIP NO. 19-24; 2) AUTHORIZING A 10% CONTINGENCY IN THE AMOUNT OF $1,307,660 FOR ANY UNFORESEEN CHANGES; AND 3) AUTHORIZING THE MAYOR TO EXECUTE THE CONTRACT.

WHEREAS, the Bayshore Bikeway Segment 5 and Connections Project, CIP No. 19-24 (the “Project”) will provide nearly 1.5 miles of protected bicycle facilities along Harbor Drive, McKinley Avenue, W. 23rd Street, and Marina Way in the City of National City (“City”), as well as constructing a dedicated pedestrian and bicycle pathway on 19th Street under the I-5 overpass to provide safe connections for vulnerable roadway users between the Westside Neighborhood and the Bayshore Bikeway; and
WHEREAS, on June 26, 2025, the bid solicitation for the Project was posted on PlanetBids, a free public electronic bidding system for contractors; and WHEREAS, on July 2nd and July 9th, 2025, the bid solicitation was advertised in the local newspaper; and
WHEREAS, on July 22, 2025, five (5) bids were received by the 5:00 p.m. deadline; and WHEREAS, upon review of all documents submitted, Griffith Company’s bid in the total bid amount of $13,076,599.50 was deemed responsive and they are the lowest responsible bidder qualified to perform the work as described in the Project specifications; and WHEREAS, City staff recommends 1) awarding a contract to Griffith Company in the notto-exceed amount of $13,076,599.50 for the Bayshore Bikeway Segment 5 and Connections Project, CIP No. 19-24; 2) authorizing a 10% contingency in the amount of $1,307,660 for any unforeseen changes; and 3) authorizing the Mayor to execute the contract.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF NATIONAL CITY, CALIFORNIA, DOES RESOLVE, DECLARE, DETERMINE, AND ORDER AS FOLLOWS:

Section 1: That the City Council hereby authorizes the Mayor to execute the contract with Griffith Company in the not-to-exceed amount of $13,076,599.50 for the Bayshore Bikeway Segment 5 and Connections Project, CIP No. 19-24.

Section 2: That the City Council hereby authorizes a 10% contingency in the amount of $1,307,660 for any unforeseen changes.

Section 3: That the City Clerk shall certify to the passage and adoption of this Resolution and enter it into the book of original Resolutions.

PASSED and ADOPTED this 16th day of September, 2025.

Ron Morrison, Mayor
ATTEST:

Shelley Chapel, MMC, City Clerk
APPROVED AS TO FORM:

Barry J. Schultz, City Attorney

AGENDA REPORT
Department: Engineering & Public Works
Prepared by: Luca Zappiello, Principal Civil Engineer
Meeting Date: Tuesday, September 16, 2025
Approved by: Scott W. Huth, Interim City Manager
SUBJECT:

Installation of Red Curb “No Parking” at the Intersection of Harbison Avenue and E. 7th Street to Improve Visibility for Vehicles Exiting E. 7th Street onto Harbison Avenue.

RECOMMENDATION:

Adopt a Resolution entitled, “Resolution of the City Council of the City of National City, California, Authorizing the Installation of Red Curb “No Parking” at the Intersection of Harbison Avenue and E. 7th Street to Improve Visibility.”
BOARD/COMMISSION/COMMITTEE PRIOR ACTION:

At their meeting on August 13, 2025, the Traffic Safety Committee unanimously approved the installation of Red Curb “No Parking” at the intersection of Harbison Avenue and E. 7th Street to enhance visibility for vehicles exiting E. 7th Street onto Harbison Avenue.

EXPLANATION:

Mr. James Nethers, a local resident, has requested the installation of red curb "No Parking" at the intersection of Harbison Avenue and E. 7th Street to improve visibility for vehicles exiting E. 7th Street onto Harbison Avenue. Mr. Nethers stated that parked vehicles on the west side of Harbison Avenue, near the intersection with E. 7th Street, create visibility issues, making it difficult for vehicles exiting E. 7th Street to safely enter Harbison Avenue. He also provided a petition signed by 62 residents acknowledging the visibility constraints for vehicles exiting E. 7th Street to enter Harbison Avenue. A copy of the petition is included in the Traffic Safety Committee report.

Staff performed a site evaluation. E. 7th Street and Harbison Avenue are currently 2-lane roadways with parking available on both sides of the streets. The intersection is currently Stop controlled for eastbound traffic on E. 7th Street. The posted speed limit on Harbison Avenue is 30 mph. Staff confirmed that there is no red curb on Harbison Avenue at the intersection. Staff evaluated line of site for vehicles attempting to exit E. 7th Street onto Harbison Avenue and confirmed that it can be difficult for drivers to see oncoming traffic when vehicles are parked too close to the intersection. Additionally, there can be visibility issues for eastbound traffic exiting E. 7th Street onto Harbison Avenue due to the electrical power poles located on the northwest and southwest corner of the intersection.

Staff also reviewed the traffic collision history for this location, which confirmed there were no “reported” traffic collisions within the past four years.

To improve visibility at the intersection, staff recommends the following improvements:
 Install 40 feet of red curb “No Parking” on the west side of Harbison Avenue, north of E. 7th Street.

 Install 60 feet of red curb “No Parking” on the west side of Harbison Avenue, south of E. 7th Street. This will extend the existing red curb, which currently reaches the intersection of Harbison Avenue and 8th Street.

This item was presented to the Traffic Safety Committee (TSC) on August 13, 2025. Staff sent a notice to the applicant and nearby residents, inviting them to the TSC Meeting and encouraging them to contact staff with any questions. Mr. James Nethers and other area residents attended the meeting to support this item.

Staff presented the results of the site evaluation to the Traffic Safety Committee and after discussion, the Traffic Safety Committee voted to approve staff’s recommendations.

If approved by City Council, all work will be performed by City Public Works.

FINANCIAL STATEMENT:

The estimated cost to install the red curb “No Parking” is approximately $300. Funding is available within the Engineering & Public Works’ Streets Division maintenance and operations budget.

RELATED CITY COUNCIL 2020-2025 STRATEGIC PLAN GOAL:

Public Safety
ENVIRONMENTAL REVIEW:

This is not a project under CEQA, and is therefore, not subject to environmental review.

CCR15378; PRC 21065.

PUBLIC NOTIFICATION:

The Agenda Report was posted at least 72 hours before the Regular Meeting date and time, and 24 hours before a Special Meeting in accordance with the Ralph M. Brown Act ORDINANCE:

Not Applicable
EXHIBITS:

Exhibit A – Location Map with Recommended Enhancements
Exhibit B – Staff Report to TSC
Exhibit C – Resolution

Location Map with Recommended Enhancements E. 7th Street Harbison Avenue
3035 E. 7th Street
3040 E. 7th Street
40 feet of proposed red
curb “No Parking”
E. 8th Street
60 feet of proposed red
curb “No Parking”
Existing red curb “No
Parking”

NATIONAL CITY TRAFFIC SAFETY COMMITTEE
AGENDA REPORT FOR AUGUST 13, 2025
ITEM TITLE: REQUEST FOR THE INSTALLATION OF RED CURB “NO PARKING” AT THE INTERSECTION OF HARBISON AVENUE
AND 7TH STREET TO ENHANCE VISIBILITY FOR VEHICLES
EXITING 7TH STREET ONTO HARBISON AVENUE
PREPARED BY: Luca Zappiello, Associate Engineer - Civil Engineering & Public Works Department
DISCUSSION:

James Nethers, a local resident, has requested the installation of red curb "No Parking" signs at the intersection of Harbison Avenue and E. 7th Street to improve visibility for vehicles exiting E. 7th Street onto Harbison Avenue. Mr. Nethers stated that parked vehicles on the west side of Harbison Avenue, near the intersection with E. 7th Street, create visibility issues, making it difficult for vehicles exiting E. 7th Street to safely enter Harbison Avenue. He also provided a petition signed by 62 people acknowledging the visibility constraints for vehicles exiting E. 7th Street to enter Harbison Avenue. A copy of the petition is included with the report.

Staff performed a site evaluation. E. 7th Street and Harbison Avenue are currently 2-lane roadways with parking available on both sides of the streets. The intersection is currently stop controlled for eastbound traffic on E. 7th Street. The posted speed limit on Harbison Avenue is 30 mph. Staff confirmed that there is no red curb on Harbison Avenue at the intersection. Staff evaluated line of site for vehicles attempting to exit E. 7th Street onto Harbison Avenue and confirmed that it is difficult for drivers to see oncoming traffic when vehicles are parked to close to the intersection. Additionally, there are visibility issues for eastbound traffic exiting E. 7th Street onto Harbison Avenue due to the electrical power poles located on the northwest and southwest corner of the intersection.

To improve visibility at the intersection, and with over 62 individuals signing the petition acknowledging the visibility issues, staff recommends the following improvements:
• installing 40 feet of red curb “No Parking” on the west side of Harbison Avenue, north of E. 7th Street.
• installing 60 feet of red curb “No Parking” on the west side of Harbison Avenue, south of E. 7th Street. This will extend the existing red curb, which currently reaches the intersection of Harbison Avenue and 8th Street.

Staff also reviewed the traffic collision history for this location, which confirmed there were no “reported” traffic collisions within the past four years.

ITEM NO. 2025-14
4

STAFF RECOMMENDATION:

Based on evaluation of existing conditions, staff recommends the following safety enhancements:
• installing 40 feet of red curb “No Parking” on the west side of Harbison Avenue, north of E. 7th Street. This will result in the loss of one (2) on-street parking space; • installing 60 feet of red curb “No Parking” on the west side of Harbison Avenue, south of E. 7th Street. This will extend the existing red curb, which currently reaches the intersection of Harbison Avenue and 8th Street. This will result in the loss of three (3) on-street parking space;
ATTACHMENTS:

1. Public Request

2. Public Notice

3. Location Map

4. Photos
2025-14

RESOLUTION NO. 2025 -

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NATIONAL CITY, CALIFORNIA, AUTHORIZING THE INSTALLATION OF RED CURB “NO PARKING” AT THE INTERSECTION OF HARBISON AVENUE AND E. 7TH STREET TO IMPROVE VISIBILITY.

WHEREAS, a resident expressed concerns with visibility at the intersection of Harbison Avenue and E. 7th Street and requested the installation of red curb to improve visibility and enhance safety for vehicles exiting E. 7th Street onto Harbison Avenue; and WHEREAS, staff completed a site evaluation and confirmed the following: E. 7th Street is a two-lane roadway with parking on both sides and a speed limit of 25 mph; Harbison Avenue is a two-lane roadway with parking on both sides and a posted speed limit of 30 mph; the intersection is Stop-controlled for eastbound traffic on E. 7th Street; there is no red curb on Harbison Avenue at the intersection; when vehicles park too close to the intersection, the visibility for vehicles exiting E. 7th Street onto Harbison Avenue is partially obstructed and it can be difficult for drivers to see oncoming traffic; and that there are visibility issues for eastbound traffic exiting E. 7th Street onto Harbison Avenue due to the electrical power poles located on the northwest and southwest corner of the intersection; and
WHEREAS, this item was presented to the Traffic Safety Committee on August 13, 2025; and
WHEREAS, staff sent notices to the adjacent properties inviting them to attend the Traffic Safety Committee Meeting and/or to contact staff with any questions; and WHEREAS, staff presented this item to the Traffic Safety Committee and, after discussion, the Traffic Safety Committee voted to approve staff’s recommendation to, 1) install 40 feet of red curb “No Parking” on the west side of Harbison Avenue, north of E. 7th Street, and 2) install 60 feet of red curb “No Parking” on the west side of Harbison Avenue, south of E. 7th Street; and WHEREAS, National City Municipal Code section 11.32.140 prohibits stopping or parking at any posted location where parking is restricted or prohibited by resolution of the City Council; and
WHEREAS, if approved by City Council, all work will be performed by City Public Works.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF NATIONAL CITY, CALIFORNIA, DOES RESOLVE, DECLARE, DETERMINE, AND ORDER AS FOLLOWS:

Section 1: That the City Council hereby authorizes the installation of 1) 40 feet of red curb “No Parking” on the west side of Harbison Avenue, north of E. 7th Street, and 2) 60 feet of red curb “No Parking” on the west side of Harbison Avenue, south of E. 7th Street, to improve visibility at the intersection.

Section 2: That the City Clerk shall certify to the passage and adoption of this Resolution and enter it into the book of original Resolutions.

PASSED and ADOPTED this 16th day of September, 2025.

Ron Morrison, Mayor
ATTEST:

Shelley Chapel, MMC, City Clerk
APPROVED AS TO FORM:

Barry J. Schultz, City Attorney

AGENDA REPORT
Department: Engineering and Public Works
Prepared by: Ricardo Rodriguez, Assistant Engineer-Civil Meeting Date: Tuesday, September 16, 2025
Approved by: Scott W. Huth, Interim City Manager
SUBJECT:

Installation of Red Curb “No Parking” at the Intersection of Palm Avenue and E. 11th Street to Improve Visibility at the Intersection.

RECOMMENDATION:

Adopt a Resolution entitled, “Resolution of the City Council of the City of National City, California, Authorizing the Installation of Red Curb “No Parking” at the Intersection of Palm Avenue and E. 11th Street to Improve Visibility.”
BOARD/COMMISSION/COMMITTEE PRIOR ACTION:

At their meeting on August 13, 2025, the Traffic Safety Committee unanimously approved staff’s recommendation for the installation of red curb “No Parking” at the intersection of Palm Avenue and E 11th Street.

EXPLANATION:

Mrs. Stella Rodriguez, resident of 1640 E 11th Street, has requested a red curb “No Parking” at the northeast corner of the intersection of Palm Avenue and E 11th Street. Mrs. Rodriguez stated that visibility is impacted when vehicles are parked along the east side of Palm Avenue, making the intersection dangerous.

Staff visited the site and observed that Palm Avenue is a two-way collector road with parking on both sides and a posted speed limit of 30 mph, and E 11th Street is a residential street with parking on both sides and a speed limit of 25 mph. During the site evaluation, staff confirmed the presence of red curb “No Parking” on the southeast corner of the intersection along Palm Avenue.

Staff was also able to confirm the visibility issue for vehicles turning left from E 11th Street on to Palm Ave.

This item was presented to the Traffic Safety Committee on August 13, 2025. Staff sent notices to the residents inviting them to the Traffic Safety Committee Meeting and/or to contact staff with any questions. No individuals were in attendance to speak on this item.

Staff presented the results of the site evaluation to the Traffic Safety Committee and after discussion, the Traffic Safety Committee voted to approve staff’s recommendation to install 14 feet of red curb “No Parking” at the northeast corner of the intersection of Palm Avenue and E 11th Street, along the east side of Palm Avenue. This will allow for one on-street parking space to remain between the end of proposed red curb and residential driveway to the north.

If approved by the City Council, all work will be performed by Engineering & Public Works staff.

FINANCIAL STATEMENT:

The estimated cost to install the red curb is approximately $300. Funding is available within the Engineering & Public Works’ Street & Wastewater Division maintenance and operations budget.

RELATED CITY COUNCIL 2020-2025 STRATEGIC PLAN GOAL:

Public Safety
ENVIRONMENTAL REVIEW:

This is not a project under CEQA, and is therefore, not subject to environmental review.

CCR15378; PRC 21065.

PUBLIC NOTIFICATION:

The Agenda Report was posted at least 72 hours before the Regular Meeting date and time, and 24 hours before a Special Meeting in accordance with the Ralph M. Brown Act.

ORDINANCE:

Not Applicable
EXHIBITS:

Exhibit A – Location Map
Exhibit B – Staff Report to TSC
Exhibit C – Resolution

Location Map with Recommended Enhancements (TSC Item: 2025-13) 41 ft of existing
red curb
1109 Palm Ave
1027 Palm Ave
1104 Palm Ave
14 ft of proposed red
curb “No Parking”
Existing driveway
for 1027 Palm Ave
24 ft of existing
red curb
20 ft to remain unpainted
for on-street parking

NATIONAL CITY TRAFFIC SAFETY COMMITTEE
AGENDA REPORT FOR AUGUST 13, 2025
ITEM TITLE: REQUEST FOR INSTALLATION OF RED CURB “NO PARKING” AT THE INTERSECTION OF PALM AVENUE AND E. 11TH STREET TO

ENHANCE VISIBILITY AT THE INTERSECTION
PREPARED BY: Ricardo Rodriguez, Assistant Engineer – Civil Engineering & Public Works Department
DISCUSSION:

Mrs. Stella Rodriguez, resident of 1640 E 11th Street, has requested a red curb “No Parking” at the north east corner of the intersection of Palm Avenue and E 11th Street. Mrs. Rodriguez stated that visibility is impacted when vehicles are parked along the east side of Palm Avenue, making the intersection dangerous.

Staff visited the site and observed that Palm Avenue is a two-way collector road with parking on both sides and a posted speed limit of 30 mph, and E 11th Street is a residential street with parking on both sides and a speed limit of 25 mph. During the site evaluation, staff confirmed the presence of red curb “No Parking” on the southeast corner of the intersection along Palm Avenue.

Staff was also able to confirm the visibility issue for vehicles turning left from E 11th Street on to Palm Ave.

STAFF RECOMMENDATION:

Based on the evaluation of existing conditions, staff recommends the installation of 14 feet of red curb “No Parking” at the north east corner of the intersection of Palm Avenue and E 11th Street, along the west side of Palm Avenue. This will allow for the on-street parking space to remain.

EXHIBITS:

1. Public Request Form

2. Public Notice

3. Location Map

4. Photos
2025-13
ITEM NO. 2025-13
3

.

PUBLIC REQUEST FORM
Contact Information
Name: __________________________________________________________________________________ Address: ________________________________________________________________________________ Phone: ______________________________ Email: _____________________________________________ Request Information
Location: ________________________________________________________________________________ Request: ________________________________________________________________________________ ________________________________________________________________________________________ ________________________________________________________________________________________ ________________________________________________________________________________________

________________________________________________________________________________________ ________________________________________________________________________________________ Attachments: Yes No Description: __________________________________________________ Internal Use Only:

Request Received By: ____________________________________________ Date: _____________________ Received via: Counter/In-Person Telephone Email Fax Referral: ________________________ Assigned To: ______________________________________________________________________________________ Notes: ____________________________________________________________________________________________ Stella Rodriguez
1640 E 11th Street
Palm Ave & E 11th St
Red curb on the Palm Ave side of the northeast corner of the intersection between Palm Ave and E 11th St. Dangerous for vehicles making left turn on to Palm Ave from E 11th St.

Visibility is impacted when vehicles are parked on Palm Ave.

Engineering 04/17/2025
✔
✔

Engineering & Public Works Department
1243 National City Boulevard, National City, CA 91950
619/336-4380 www.nationalcityca.gov
August 6, 2025

RESIDENT/PROPERTY OWNER
Subject: TRAFFIC SAFETY COMMITTEE (TSC) ITEM NO. 2025-13 REQUEST FOR INSTALLATION OF RED CURB “NO PARKING” AT THE INTERSECTION OF PALM AVENUE AND E. 11TH STREET TO ENHANCE

VISIBILITY AT THE INTERSECTION
Dear Sir/Madame:

The City of National City would like to invite you to our next public Traffic Safety Committee Meeting scheduled for Wednesday, August 13, 2025, at 2:00 P.M. in the 2nd Floor Large Conference Room of the Civic Center Building, 1243 National City Boulevard, to discuss the above-referenced item.

You can also join the meeting via Zoom. Please use the following information to call-in to the meeting during the scheduled time:

Join Zoom Meeting from computer
https://us06web.zoom.us/j/81861676787?pwd=juFSpBbz2jgdxbNZTKtP5rATHc7t1J.1 Join Zoom Meeting by phone
+16694449171
Meeting ID: 818 6167 6787
Passcode: 860089
The City Hall is ADA compliant. Please note that there are two disabled persons parking spaces in front of City Hall on the east side of National City that provide direct access on the 2nd Floor of City Hall via a pedestrian bridge.

If you have any questions, comments, and/or concerns, please contact the Engineering Department at 619-336-4380 and reference Traffic Safety Committee Item Number 2025-

13. Sincerely,
Stephen Manganiello
Director of Public Works/City Engineer

SM:rr

Enclosure: Location Map
2025-13

Location Map with Recommended Enhancements (TSC Item: 2025-13) 41 ft of existing
red curb
1109 Palm Ave
1027 Palm Ave
1104 Palm Ave
14 ft of proposed red
curb “No Parking”
Existing driveway
for 1027 Palm Ave
24 ft of existing
red curb
20 ft to remain unpainted
for on-street parking

Site Photos Palm Avenue & E 11th Street
TSC 2025-13
Location of proposed red curb “No Parking” in front of 1027 Palm Avenue (Looking East) Location of proposed red curb “No Parking” on the east side of Palm Avenue, north of E. 11th Street (Looking North) 1027 Palm Avenue
14 ft of proposed red
curb “No Parking”
1027 Palm Avenue
14 ft of proposed red
curb “No Parking”

RESOLUTION NO. 2025 -

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NATIONAL CITY, CALIFORNIA, AUTHORIZING THE INSTALLATION OF RED CURB “NO PARKING” AT THE INTERSECTION OF PALM AVENUE AND E. 11TH STREET TO IMPROVE VISIBILITY.

WHEREAS, a resident expressed concerns with visibility at the intersection of Palm Avenue and E. 11th Street and requested installation of red curb at the northeast corner of the intersection of Palm Avenue and E 11th Street to improve visibility and enhance safety; and WHEREAS, staff completed a site evaluation and confirmed the following: Palm Avenue is a two-way collector road with parking on both sides and a posted speed limit of 30 mph; E. 11th Street is a residential street with parking on both sides and a speed limit of 25 mph; there is existing red curb “No Parking” on the southeast corner of the intersection along Palm Avenue; and that when vehicles park along the east side of Palm Avenue, there are visibility issues for vehicles turning left from E. 11th Street onto Palm Avenue; and WHEREAS, this item was presented to the Traffic Safety Committee on August 13, 2025; and
WHEREAS, staff sent notices to the adjacent properties inviting them to attend the Traffic Safety Committee Meeting and/or to contact staff with any questions; and WHEREAS, staff presented this item to the Traffic Safety Committee and, after discussion, the Traffic Safety Committee voted to approve staff’s recommendation to install 14 feet of red curb “No Parking” at the northeast corner of the intersection of Palm Avenue and E 11th Street, along the east side of Palm Avenue; and
WHEREAS, National City Municipal Code section 11.32.140 prohibits stopping or parking at any posted location where parking is restricted or prohibited by resolution of the City Council; and
WHEREAS, if approved by City Council, all work will be performed by City Public Works.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF NATIONAL CITY, CALIFORNIA, DOES RESOLVE, DECLARE, DETERMINE, AND ORDER AS FOLLOWS:

Section 1: That the City Council hereby authorizes the installation of 14 feet of red curb “No Parking” at the northeast corner of the intersection of Palm Avenue and E. 11th Street, along the east side of Palm Avenue, to improve visibility at the intersection.

Section 2: That the City Clerk shall certify to the passage and adoption of this Resolution and enter it into the book of original Resolutions.

PASSED and ADOPTED this 16th day of September, 2025.

Ron Morrison, Mayor
ATTEST:

Shelley Chapel, MMC, City Clerk
APPROVED AS TO FORM:

Barry J. Schultz, City Attorney

AGENDA REPORT
Department: Finance
Prepared by: Kecia Carrasco, Accountant
Meeting Date: Tuesday, September 16, 2025
Approved by: Scott W. Huth, Interim City Manager
SUBJECT:

Investment Transactions for the Month Ended April 30, 2025.

RECOMMENDATION:

Accept and File the Investment Transaction Ledger for the Month Ended April 30, 2025.

BOARD/COMMISSION/COMMITTEE PRIOR ACTION:

Not Applicable.

EXPLANATION:

In accordance with California Government Code Section 53646 and Section XIIA of the City of National City’s investment policy, a monthly report shall be submitted to the legislative body accounting for transactions made during the reporting period.

The attached listing reflects investment transactions of the City of National City’s investment portfolio for the month ending April 30, 2025.

FINANCIAL STATEMENT:

In this period, there were acquisitions of $624,049.44 and dispositions of $516,308.37.

RELATED CITY COUNCIL 2020-2025 STRATEGIC PLAN GOAL:

Balanced Budget and Economic Development
ENVIRONMENTAL REVIEW:

This is not a project under CEQA and is therefore not subject to environmental review. CCR15378; PRC 21065.

PUBLIC NOTIFICATION:

The Agenda Report was posted at least 72 hours before the Regular Meeting date and time, and 24 hours before a Special Meeting in accordance with the Ralph M. Brown Act.

ORDINANCE:

Not Applicable
EXHIBIT:

Exhibit A – Investment Transaction Ledger 2025-0430

MONTHLY ACCOUNT STATEMENT
City of National City | Account | As of April 30, 2025
CHANDLER ASSET MANAGEMENT | chandlerasset.com
Information contained herein is confidential. We urge you to compare this statement to the one you receive from your qualified custodian. Please see Important Disclosures at the end of the statement.

Chandler Team:

For questions about your account, please call (800) 317-4747, or contact [email protected]
Custodian:

Bank of New York Mellon

CONFIDENTIAL | 2
City of National City | Account | As of April 30, 2025
Execution Time: 05/01/2025 09:42:39 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

PORTFOLIO SUMMARY
Portfolio Characteristics
Sector Allocation
Performance Review
Account Summary
Maturity Distribution
Top Issuers
Credit Quality (S&P)
Total Rate of Return** 1M 3M YTD 1YR 2YRS 3YRS 5YRS 10YRS Since Inception (03/01/12)
City of National City 0.97% 2.51% 3.06% 7.44% 4.67% 3.52% 1.36% 1.67% 1.43% Benchmark Return 0.98% 2.50% 3.00% 7.34% 4.25% 3.11% 0.98% 1.41% 1.23% Average Modified Duration 2.56
Average Coupon 3.58%
Average Purchase YTM 3.74%
Average Market YTM 3.89%
Average Credit Quality* AA+
Average Final Maturity 2.93
Average Life 2.61
End Values as of
03/31/2025
End Values as of
04/30/2025
Market Value 38,952,516.27 39,293,537.90
Accrued Interest 253,247.75 286,086.35
Total Market Value 39,205,764.02 39,579,624.26
Income Earned 115,972.90 115,610.34
Cont/WD (2,734.69) (5,528.58)
Par 39,218,541.15 39,280,070.53
Book Value 39,000,801.28 39,044,002.52
Cost Value 39,000,801.28 39,044,002.52
Government of The United States 49.41%
Federal Home Loan Banks 6.15%
Farm Credit System 4.44%
FHLMC 3.82%
International Bank for Recon and Dev 2.16%
Apple Inc. 1.73%
Morgan Stanley 1.31%
AbbVie Inc. 1.30%
**Periods over 1 year are annualized.

Benchmark: ICE BofA 1-5 Year Unsubordinated US Treasury & Agency Index Secondary Benchmark:
*The average credit quality is a weighted average calculation of the highest of S&P, Moody’s and Fitch.

CONFIDENTIAL | 3
City of National City | Account | As of April 30, 2025
Execution Time: 05/01/2025 09:42:39 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

STATEMENT OF COMPLIANCE
Rules Name Limit Actual Compliance
Status Notes

AGENCY MORTGAGE SECURITIES (CMOS)
Max % (MV) 20.0 3.8 Compliant
Max % Issuer (MV) 5.0 3.8 Compliant
Max Maturity (Years) 5.0 3.4 Compliant
Min Rating (AA by 1) 0.0 0.0 Compliant

ASSET-BACKED SECURITIES (ABS)
Max % (MV) 20.0 4.3 Compliant
Max % Issuer (MV) 5.0 1.0 Compliant
Max Maturity (Years) 5 4 Compliant
Min Rating (AA- by 1) 0.0 0.0 Compliant

BANKERS' ACCEPTANCES
Max % (MV) 40.0 0.0 Compliant
Max % Issuer (MV) 5.0 0.0 Compliant
Max Maturity (Days) 180 0.0 Compliant
Min Rating (A- by 2, A-1 by 2) 0.0 0.0 Compliant

CERTIFICATE OF DEPOSIT PLACEMENT SERVICE (CDARS)
Max % (MV) 30.0 0.0 Compliant
Max Maturity (Years) 5.0 0.0 Compliant

COMMERCIAL PAPER
Max % (MV) 25.0 0.0 Compliant
Max % Issuer (MV) 5.0 0.0 Compliant
Max Maturity (Days) 270 0.0 Compliant
Min Rating (A by 2, A-1 by 2) 0.0 0.0 Compliant

CORPORATE MEDIUM TERM NOTES
Max % (MV) 30.0 26.0 Compliant
Max % Issuer (MV) 5.0 1.7 Compliant
Max Maturity (Years) 5 4 Compliant
Min Rating (A- by 1) 0.0 0.0 Compliant

FDIC INSURED TIME DEPOSITS (NON-NEGOTIABLE CD/
TD)
Max % (MV) 30.0 0.0 Compliant
Max % Issuer (MV) 5.0 0.0 Compliant
Max Maturity (Years) 5 0.0 Compliant

FEDERAL AGENCIES

CONFIDENTIAL | 4
City of National City | Account | As of April 30, 2025
Execution Time: 05/01/2025 09:42:39 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

STATEMENT OF COMPLIANCE
Rules Name Limit Actual Compliance
Status Notes
Max % (MV) 100.0 11.7 Compliant
Max Maturity (Years) 5 3 Compliant

LOCAL AGENCY INVESTMENT FUND (LAIF)
Max Concentration (MV) 75.0 0.0 Compliant

MONEY MARKET MUTUAL FUNDS
Max % (MV) 20.0 0.5 Compliant
Max % Issuer (MV) 20.0 0.5 Compliant
Min Rating (AAA by 2) 0.0 0.0 Compliant

MORTGAGE-BACKED SECURITIES (NON-AGENCY)
Max % (MV) 20.0 0.0 Compliant
Max % Issuer (MV) 5.0 0.0 Compliant
Max Maturity (Years) 5.0 0.0 Compliant
Min Rating (AA by 1) 0.0 0.0 Compliant

MUNICIPAL SECURITIES (CA, LOCAL AGENCY)
Max % (MV) 30.0 0.0 Compliant
Max % Issuer (MV) 5.0 0.0 Compliant
Max Maturity (Years) 5 0.0 Compliant
Min Rating (A- by 2) 0.0 0.0 Compliant

MUTUAL FUNDS
Max % (MV) 20.0 0.0 Compliant
Max % Issuer (MV) 10.0 0.0 Compliant
Min Rating (AAA by 2) 0.0 0.0 Compliant

NEGOTIABLE CERTIFICATES OF DEPOSIT (NCD)
Max % (MV) 30.0 0.0 Compliant
Max % Issuer (MV) 5.0 0.0 Compliant
Max Maturity (Years) 5 0.0 Compliant
Min Rating (A by 2, A-1 by 2 if > FDIC Limit) 0.0 0.0 Compliant

SUPRANATIONAL OBLIGATIONS
Max % (MV) 30.0 4.2 Compliant
Max % Issuer (MV) 10.0 2.2 Compliant
Max Maturity (Years) 5 4 Compliant
Min Rating (AA- by 1) 0.0 0.0 Compliant
U.S. TREASURIES
Max % (MV) 100.0 49.4 Compliant

CONFIDENTIAL | 5
City of National City | Account | As of April 30, 2025
Execution Time: 05/01/2025 09:42:39 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

STATEMENT OF COMPLIANCE
Rules Name Limit Actual Compliance
Status Notes
Max Maturity (Years) 5 4 Compliant

CONFIDENTIAL | 6
City of National City | Account | As of April 30, 2025
Execution Time: 05/01/2025 09:42:39 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

RECONCILIATION SUMMARY
Accrual Activity Summary
Fair Market Activity Summary
Month to Date Fiscal Year to Date
(07/01/2024)
Beginning Book Value 39,000,801.28 38,302,695.14
Maturities/Calls 0.00 (2,305,000.00)
Principal Paydowns (27,271.56) (322,380.16)
Purchases 620,054.65 13,869,640.39
Sales (515,539.93) (10,216,140.99)
Change in Cash, Payables, Receivables (862.37) (35,379.86) Amortization/Accretion 0.00 0.00
Realized Gain (Loss) (33,179.55) (249,432.00)
Ending Book Value 39,044,002.52 39,044,002.52
Month to Date Fiscal Year to Date
(07/01/2024)
Beginning Market Value 38,952,516.27 37,169,370.25
Maturities/Calls 0.00 (2,305,000.00)
Principal Paydowns (27,271.56) (322,380.16)
Purchases 620,054.65 13,869,640.39
Sales (515,539.93) (10,216,140.99)
Change in Cash, Payables, Receivables (862.37) (35,379.86) Amortization/Accretion 0.00 0.00
Change in Net Unrealized Gain (Loss) 297,820.40 1,382,860.27 Realized Gain (Loss) (33,179.55) (249,432.00)
Ending Market Value 39,293,537.90 39,293,537.90
Maturities / Calls
Month to Date 0.00
Fiscal Year to Date (2,305,000.00)
Principal Paydowns
Month to Date (27,271.56)
Fiscal Year to Date (322,380.16)
Purchases
Month to Date 620,054.65
Fiscal Year to Date 13,869,640.39
Sales
Month to Date (515,539.93)
Fiscal Year to Date (10,216,140.99)
Interest Received
Month to Date 85,998.09
Fiscal Year to Date 1,072,226.71
Purchased / Sold Interest
Month to Date (3,226.35)
Fiscal Year to Date (18,869.24)

CONFIDENTIAL | 14
City of National City | Account | As of April 30, 2025
Execution Time: 05/01/2025 09:42:39 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

TRANSACTION LEDGER
Transaction Type Settlement
Date CUSIP Quantity Security Description Price
Acq/
Disp
Yield
Amount Interest Pur/
Sold Total Amount Gain/Loss

ACQUISITIONS
Purchase 04/02/2025 60934N807 1,335.31 FEDERATED HRMS GV O SVC 1.000 4.00% (1,335.31) 0.00 (1,335.31) 0.00
Purchase 04/14/2025 60934N807 3,382.50 FEDERATED HRMS GV O SVC 1.000 3.99% (3,382.50) 0.00 (3,382.50) 0.00
Purchase 04/15/2025 60934N807 16,271.80 FEDERATED HRMS GV O SVC 1.000 3.99% (16,271.80) 0.00 (16,271.80) 0.00
Purchase 04/15/2025 60934N807 23,220.70 FEDERATED HRMS GV O SVC 1.000 3.99% (23,220.70) 0.00 (23,220.70) 0.00
Purchase 04/16/2025 60934N807 7,752.00 FEDERATED HRMS GV O SVC 1.000 4.00% (7,752.00) 0.00 (7,752.00) 0.00
Purchase 04/21/2025 60934N807 899.46 FEDERATED HRMS GV O SVC 1.000 0.00% (899.46) 0.00 (899.46) 0.00
Purchase 04/21/2025 60934N807 4,050.86 FEDERATED HRMS GV O SVC 1.000 0.00% (4,050.86) 0.00 (4,050.86) 0.00
Purchase 04/25/2025 60934N807 5,075.77 FEDERATED HRMS GV O SVC 1.000 3.96% (5,075.77) 0.00 (5,075.77) 0.00
Purchase 04/25/2025 00287YDZ9 500,000.00 ABBVIE INC 4.875 03/15/2030 101.357 4.56% (506,785.00) (3,994.79) (510,779.79) 0.00 Purchase 04/30/2025 60934N807 51,281.25 FEDERATED HRMS GV O SVC 1.000 4.00% (51,281.25) 0.00 (51,281.25) 0.00
Total Purchase 613,269.65 (620,054.65) (3,994.79) (624,049.44) 0.00 TOTAL
ACQUISITIONS 613,269.65 (620,054.65) (3,994.79) (624,049.44) 0.00

DISPOSITIONS
Sale 04/01/2025 60934N807 (2,754.51) FEDERATED HRMS GV O SVC 1.000 4.01% 2,754.51 0.00 2,754.51 0.00
Sale 04/23/2025 60934N807 (2,774.07) FEDERATED HRMS GV O SVC 1.000 3.97% 2,774.07 0.00 2,774.07 0.00
Sale 04/25/2025 9128286L9 (500,000.00) UNITED STATES TREASURY

2.25 03/31/2026 98.387 1.09% 491,933.59 (768.44) 492,702.03 (33,183.60)

CONFIDENTIAL | 15
City of National City | Account | As of April 30, 2025
Execution Time: 05/01/2025 09:42:39 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

TRANSACTION LEDGER
Transaction Type Settlement
Date CUSIP Quantity Security Description Price
Acq/
Disp
Yield
Amount Interest Pur/
Sold Total Amount Gain/Loss
Sale 04/25/2025 60934N807 (18,077.76) FEDERATED HRMS GV O SVC 1.000 3.96% 18,077.76 0.00 18,077.76 0.00
Total Sale (523,606.34) 515,539.93 (768.44) 516,308.37 (33,183.60) TOTAL
DISPOSITIONS (523,606.34) 515,539.93 (768.44) 516,308.37 (33,183.60) OTHER

TRANSACTIONS
Call Redemption 04/15/2025 47789QAC4 (135,000.00) JDOT 2021-B A3 0.52 03/16/2026 0.000 0.52% 0.00 0.00 0.00 0.00
Total Call
Redemption (135,000.00) 0.00 0.00 0.00 0.00
Cash Transfer 04/01/2025 CCYUSD (2,754.51) Cash 0.00% (2,754.51) 0.00 (2,754.51) 0.00 Cash Transfer 04/23/2025 CCYUSD (2,774.07) Cash 0.00% (2,774.07) 0.00 (2,774.07) 0.00 Total Cash
Transfer (5,528.58) (5,528.58) 0.00 (5,528.58) 0.00
Coupon 04/01/2025 3137FG6X8 0.00 FHMS K-077 A2 3.85
05/25/2028 4.65% 2,310.00 0.00 2,310.00 0.00
Coupon 04/01/2025 3137FGZT5 0.00 FHMS K-079 A2 3.926
06/25/2028 4.66% 981.50 0.00 981.50 0.00
Coupon 04/01/2025 3137FETN0 0.00 FHMS K-073 A2 3.35
01/25/2028 4.75% 530.42 0.00 530.42 0.00
Coupon 04/01/2025 3137H4BY5 0.00 FHMS K-746 A2 2.031
09/25/2028 5.35% 541.60 0.00 541.60 0.00
Coupon 04/13/2025 023135CF1 0.00 AMAZON.COM INC 3.3
04/13/2027 3.35% 3,382.50 0.00 3,382.50 0.00
Coupon 04/15/2025 47789QAC4 0.00 JDOT 2021-B A3 0.52
03/16/2026 0.52% 1.27 0.00 1.27 0.00
Coupon 04/15/2025 43815BAC4 0.00 HAROT 2022-1 A3 1.88
05/15/2026 1.88% 56.11 0.00 56.11 0.00
Coupon 04/15/2025 47787JAC2 0.00 JDOT 2022 A3 2.32
09/15/2026 2.33% 55.74 0.00 55.74 0.00

CONFIDENTIAL | 16
City of National City | Account | As of April 30, 2025
Execution Time: 05/01/2025 09:42:39 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

TRANSACTION LEDGER
Transaction Type Settlement
Date CUSIP Quantity Security Description Price
Acq/
Disp
Yield
Amount Interest Pur/
Sold Total Amount Gain/Loss
Coupon 04/15/2025 47800AAC4 0.00 JDOT 2022-B A3 3.74
02/16/2027 3.74% 216.92 0.00 216.92 0.00
Coupon 04/15/2025 91282CKJ9 0.00 UNITED STATES TREASURY

4.5 04/15/2027 4.09% 11,250.00 0.00 11,250.00 0.00
Coupon 04/15/2025 47800DAD6 0.00 JDOT 2025 A3 4.23
09/17/2029 4.23% 739.08 0.00 739.08 0.00
Coupon 04/15/2025 44935CAD3 0.00 HART 2025-A A3 4.32
10/15/2029 4.32% 930.60 0.00 930.60 0.00
Coupon 04/15/2025 89239TAD4 0.00 TAOT 2024-D A3 4.4
06/15/2029 4.40% 440.00 0.00 440.00 0.00
Coupon 04/15/2025 34535VAD6 0.00 FORDO 2024-D A3 4.61
08/15/2029 4.61% 883.58 0.00 883.58 0.00
Coupon 04/15/2025 161571HT4 0.00 CHAIT 2023-1 A 5.16
09/15/2028 5.23% 1,698.50 0.00 1,698.50 0.00
Coupon 04/16/2025 459058LN1 0.00

INTERNATIONAL BANK

FOR RECONSTRUCTION
AND DEVELOPM 3.875
10/16/2029

4.14% 7,752.00 0.00 7,752.00 0.00
Coupon 04/21/2025 43815GAC3 0.00 HAROT 2021-4 A3 0.88
01/21/2026 0.89% 4.50 0.00 4.50 0.00
Coupon 04/21/2025 43813YAC6 0.00 HAROT 2024-3 A3 4.57
03/21/2029 4.57% 894.96 0.00 894.96 0.00
Coupon 04/25/2025 096919AD7 0.00 BMWOT 2024-A A3 5.18
02/26/2029 5.18% 712.25 0.00 712.25 0.00
Coupon 04/30/2025 91282CDG3 0.00 UNITED STATES TREASURY

1.125 10/31/2026 1.22% 5,625.00 0.00 5,625.00 0.00
Coupon 04/30/2025 91282CHA2 0.00 UNITED STATES TREASURY

3.5 04/30/2028 4.21% 14,000.00 0.00 14,000.00 0.00
Coupon 04/30/2025 91282CLR0 0.00 UNITED STATES TREASURY

4.125 10/31/2029 4.30% 15,468.75 0.00 15,468.75 0.00
Coupon 04/30/2025 91282CKP5 0.00 UNITED STATES TREASURY

4.625 04/30/2029 4.58% 16,187.50 0.00 16,187.50 0.00
Total Coupon 0.00 84,662.78 0.00 84,662.78 0.00

CONFIDENTIAL | 17
City of National City | Account | As of April 30, 2025
Execution Time: 05/01/2025 09:42:39 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

TRANSACTION LEDGER
Transaction Type Settlement
Date CUSIP Quantity Security Description Price
Acq/
Disp
Yield
Amount Interest Pur/
Sold Total Amount Gain/Loss
Principal Paydown 04/15/2025 47789QAC4 2,924.24 JDOT 2021-B A3 0.52 03/16/2026 0.52% 2,924.24 -- 2,924.24 0.26
Principal Paydown 04/15/2025 43815BAC4 8,451.38 HAROT 2022-1 A3 1.88 05/15/2026 1.88% 8,451.38 -- 8,451.38 1.27
Principal Paydown 04/15/2025 47787JAC2 4,232.74 JDOT 2022 A3 2.32 09/15/2026 2.33% 4,232.74 -- 4,232.74 0.94
Principal Paydown 04/15/2025 47800AAC4 7,612.34 JDOT 2022-B A3 3.74 02/16/2027 3.74% 7,612.34 -- 7,612.34 0.72
Principal Paydown 04/21/2025 43815GAC3 4,050.86 HAROT 2021-4 A3 0.88 01/21/2026 0.89% 4,050.86 -- 4,050.86 0.85
Total Principal
Paydown 27,271.56 27,271.56 -- 27,271.56 4.05

TOTAL OTHER
TRANSACTIONS (113,257.02) 106,405.76 0.00 106,405.76 4.05

CONFIDENTIAL | 40
City of National City | Account | As of April 30, 2025
Execution Time: 05/01/2025 09:42:39 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

IMPORTANT DISCLOSURES
Chandler Asset Management, Inc. (“Chandler”) is an SEC registered investment adviser. For additional information about our firm, please see our current disclosures (Form ADV).

To obtain a copy of our current disclosures, you may contact your client service representative by calling the number on the front of this statement or you may visit our website at www.chandlerasset.com.

Information contained in this monthly statement is confidential and is provided for informational purposes only and should not be construed as specific investment or legal advice. The information contained herein was obtained from sources believed to be reliable as of the date of this statement, but may become outdated or superseded at any time without notice.

Custody: Your qualified custodian bank maintains control of all assets reflected in this statement and we urge you to compare this statement to the one you receive from your qualified custodian. Chandler does not have any authority to withdraw or deposit funds from/to the custodian account.

Valuation: Prices are provided by IDC, an independent pricing source. In the event IDC does not provide a price or if the price provided is not reflective of fair market value, Chandler will obtain pricing from an alternative approved third party pricing source in accordance with our written valuation policy and procedures. Our valuation procedures are also disclosed in Item 5 of our Form ADV Part 2A.

Performance: Performance results are presented gross-of-advisory fees and represent the client’s Total Return. The deduction of advisory fees lowers performance results. These results include the reinvestment of dividends and other earnings. Past performance may not be indicative of future results. Therefore, clients should not assume that future performance of any specific investment or investment strategy will be profitable or equal to past performance levels. All investment strategies have the potential for profit or loss. Economic factors, market conditions or changes in investment strategies, contributions or withdrawals may materially alter the performance and results of your portfolio.

Source ICE Data Indices, LLC (“ICE”), used with permission. ICE PERMITS USE OF THE ICE INDICES AND RELATED DATA ON AN “AS IS” BASIS; ICE, ITS AFFILIATES AND

THEIR RESPECTIVE THIRD PARTY SUPPLIERS DISCLAIM ANY AND ALL WARRANTIES AND REPRESENTATIONS, EXPRESS AND/OR IMPLIED, INCLUDING ANY WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OR USE, INCLUDING THE INDICES, INDEX DATA AND ANY DATA INCLUDED IN, RELATED TO, OR DERIVED THEREFROM.

NEITHER ICE DATA, ITS AFFILIATES OR THEIR RESPECTIVE THIRD PARTY PROVIDERS GUARANTEE THE QUALITY, ADEQUACY, ACCURACY, TIMELINESS OR COMPLETENESS OF THE INDICES OR THE INDEX DATA OR ANY COMPONENT THEREOF, AND THE INDICES AND INDEX DATA AND ALL COMPONENTS THEREOF ARE PROVIDED ON AN “AS IS” BASIS AND LICENSEE’S USE IS AT LICENSEE’S OWN RISK. ICE DATA, ITS AFFILIATES AND THEIR RESPECTIVE THIRD PARTY DO NOT SPONSOR, ENDORSE, OR RECOMMEND CHANDLER, OR ANY OF ITS PRODUCTS OR SERVICES.

Index returns assume reinvestment of all distributions. Historical performance results for investment indexes generally do not reflect the deduction of transaction and/or custodial charges or the deduction of an investment management fee, the incurrence of which would have the effect of decreasing historical performance results. It is not possible to invest directly in an index.

Ratings: Ratings information have been provided by Moody’s, S&P and Fitch through data feeds we believe to be reliable as of the date of this statement, however we cannot guarantee its accuracy.

Security level ratings for U.S. Agency issued mortgage-backed securities (“MBS”) reflect the issuer rating because the securities themselves are not rated. The issuing U.S. Agency guarantees the full and timely payment of both principal and interest and carries a high rating by S&P, Moody’s and Fitch respectively.

CONFIDENTIAL | 41
City of National City | Account | As of April 30, 2025
Execution Time: 05/01/2025 09:42:39 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

BENCHMARK INDEX & DISCLOSURES
Benchmark Disclosure
ICE BofA 1-5 Yr US Treasury & Agency
Index
The ICE BofA 1-5 Year US Treasury & Agency Index tracks the performance of US dollar denominated US Treasury and nonsubordinated US agency debt issued in the US domestic market. Qualifying securities must have an investment grade rating (based on an average of Moody’s, S&P and Fitch). Qualifying securities must have at least one year remaining term to final maturity and less than five years remaining term to final maturity, at least 18 months to maturity at time of issuance, a fixed coupon schedule, and a minimum amount outstanding of $1 billion for sovereigns and $250 million for agencies.

AGENDA REPORT
Department: Finance
Prepared by: Kecia Carrasco, Accountant
Meeting Date: Tuesday, September 16, 2025
Approved by: Scott W. Huth, Interim City Manager
SUBJECT:

Investment Transactions for the Month Ended May 31, 2025.

RECOMMENDATION:

Accept and File the Investment Transaction Ledger for the Month Ended May 31, 2025.

BOARD/COMMISSION/COMMITTEE PRIOR ACTION:

Not Applicable.

EXPLANATION:

In accordance with California Government Code Section 53646 and Section XIIA of the City of National City’s investment policy, a monthly report shall be submitted to the legislative body accounting for transactions made during the reporting period.

The attached listing reflects investment transactions of the City of National City’s investment portfolio for the month ending May 31, 2025.

FINANCIAL STATEMENT:

In this period, there were acquisitions of $770,026.03 and dispositions of $704,923.15.

RELATED CITY COUNCIL 2020-2025 STRATEGIC PLAN GOAL:

Balanced Budget and Economic Development
ENVIRONMENTAL REVIEW:

This is not a project under CEQA and is therefore not subject to environmental review. CCR15378; PRC 21065.

PUBLIC NOTIFICATION:

The Agenda Report was posted at least 72 hours before the Regular Meeting date and time, and 24 hours before a Special Meeting in accordance with the Ralph M. Brown Act.

ORDINANCE:

Not Applicable
EXHIBIT:

Exhibit A – Investment Transaction Ledger 2025-0531

MONTHLY ACCOUNT STATEMENT
City of National City | Account | As of May 31, 2025
CHANDLER ASSET MANAGEMENT | chandlerasset.com
Information contained herein is confidential. We urge you to compare this statement to the one you receive from your qualified custodian. Please see Important Disclosures at the end of the statement.

Chandler Team:

For questions about your account, please call (800) 317-4747, or contact [email protected]
Custodian:

Bank of New York Mellon

CONFIDENTIAL | 2
City of National City | Account | As of May 31, 2025
Execution Time: 06/03/2025 09:29:56 AM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

PORTFOLIO SUMMARY
Portfolio Characteristics
Sector Allocation
Performance Review
Account Summary
Maturity Distribution
Top Issuers
Credit Quality (S&P)
Total Rate of Return** 1M 3M YTD 1YR 2YRS 3YRS 5YRS 10YRS Since Inception (03/01/12)
City of National City (0.24%) 1.22% 2.81% 6.21% 4.73% 3.25% 1.25% 1.64% 1.40% Benchmark Return (0.36%) 1.14% 2.63% 6.02% 4.34% 2.78% 0.89% 1.37% 1.19% Average Modified Duration 2.53
Average Coupon 3.60%
Average Purchase YTM 3.76%
Average Market YTM 4.10%
Average Credit Quality* AA
Average Final Maturity 2.90
Average Life 2.59
End Values as of
04/30/2025
End Values as of
05/31/2025
Market Value 39,293,537.90 39,177,889.58
Accrued Interest 286,086.35 303,183.06
Total Market Value 39,579,624.26 39,481,072.64
Income Earned 115,610.34 57,991.25
Cont/WD (5,528.58) (2,792.85)
Par 39,280,070.53 39,368,246.86
Book Value 39,044,002.52 39,118,456.20
Cost Value 39,044,002.52 39,118,456.20
Government of The United States 49.25%
Federal Home Loan Banks 6.12%
Farm Credit System 4.42%
FHLMC 3.81%
International Bank for Recon and Dev 2.15%
Apple Inc. 1.74%
AbbVie Inc. 1.30%
National Rural Utilities Cooperative 1.28%
**Periods over 1 year are annualized.

Benchmark: ICE BofA 1-5 Year Unsubordinated US Treasury & Agency Index Secondary Benchmark:
*The average credit quality is a weighted average calculation of the highest of S&P, Moody’s and Fitch.

CONFIDENTIAL | 3
City of National City | Account | As of May 31, 2025
Execution Time: 06/03/2025 09:29:56 AM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

STATEMENT OF COMPLIANCE
Rules Name Limit Actual Compliance
Status Notes

AGENCY MORTGAGE SECURITIES (CMOS)
Max % (MV) 20.0 3.8 Compliant
Max % Issuer (MV) 5.0 3.8 Compliant
Max Maturity (Years) 5.0 3.3 Compliant
Min Rating (AA by 1) 0.0 0.0 Compliant

ASSET-BACKED SECURITIES (ABS)
Max % (MV) 20.0 4.2 Compliant
Max % Issuer (MV) 5.0 1.0 Compliant
Max Maturity (Years) 5 4 Compliant
Min Rating (AA- by 1) 0.0 0.0 Compliant

BANKERS' ACCEPTANCES
Max % (MV) 40.0 0.0 Compliant
Max % Issuer (MV) 5.0 0.0 Compliant
Max Maturity (Days) 180 0.0 Compliant
Min Rating (A- by 2, A-1 by 2) 0.0 0.0 Compliant

CERTIFICATE OF DEPOSIT PLACEMENT SERVICE (CDARS)
Max % (MV) 30.0 0.0 Compliant
Max Maturity (Years) 5.0 0.0 Compliant

COMMERCIAL PAPER
Max % (MV) 25.0 0.0 Compliant
Max % Issuer (MV) 5.0 0.0 Compliant
Max Maturity (Days) 270 0.0 Compliant
Min Rating (A by 2, A-1 by 2) 0.0 0.0 Compliant

CORPORATE MEDIUM TERM NOTES
Max % (MV) 30.0 26.0 Compliant
Max % Issuer (MV) 5.0 1.7 Compliant
Max Maturity (Years) 5 4 Compliant
Min Rating (A- by 1) 0.0 0.0 Compliant

FDIC INSURED TIME DEPOSITS (NON-NEGOTIABLE CD/
TD)
Max % (MV) 30.0 0.0 Compliant
Max % Issuer (MV) 5.0 0.0 Compliant
Max Maturity (Years) 5 0.0 Compliant

FEDERAL AGENCIES

CONFIDENTIAL | 4
City of National City | Account | As of May 31, 2025
Execution Time: 06/03/2025 09:29:56 AM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

STATEMENT OF COMPLIANCE
Rules Name Limit Actual Compliance
Status Notes
Max % (MV) 100.0 11.7 Compliant
Max Maturity (Years) 5 3 Compliant

LOCAL AGENCY INVESTMENT FUND (LAIF)
Max Concentration (MV) 75.0 0.0 Compliant

MONEY MARKET MUTUAL FUNDS
Max % (MV) 20.0 0.7 Compliant
Max % Issuer (MV) 20.0 0.7 Compliant
Min Rating (AAA by 2) 0.0 0.0 Compliant

MORTGAGE-BACKED SECURITIES (NON-AGENCY)
Max % (MV) 20.0 0.0 Compliant
Max % Issuer (MV) 5.0 0.0 Compliant
Max Maturity (Years) 5.0 0.0 Compliant
Min Rating (AA by 1) 0.0 0.0 Compliant

MUNICIPAL SECURITIES (CA, LOCAL AGENCY)
Max % (MV) 30.0 0.0 Compliant
Max % Issuer (MV) 5.0 0.0 Compliant
Max Maturity (Years) 5 0.0 Compliant
Min Rating (A- by 2) 0.0 0.0 Compliant

MUTUAL FUNDS
Max % (MV) 20.0 0.0 Compliant
Max % Issuer (MV) 10.0 0.0 Compliant
Min Rating (AAA by 2) 0.0 0.0 Compliant

NEGOTIABLE CERTIFICATES OF DEPOSIT (NCD)
Max % (MV) 30.0 0.0 Compliant
Max % Issuer (MV) 5.0 0.0 Compliant
Max Maturity (Years) 5 0.0 Compliant
Min Rating (A by 2, A-1 by 2 if > FDIC Limit) 0.0 0.0 Compliant

SUPRANATIONAL OBLIGATIONS
Max % (MV) 30.0 4.2 Compliant
Max % Issuer (MV) 10.0 2.1 Compliant
Max Maturity (Years) 5 4 Compliant
Min Rating (AA- by 1) 0.0 0.0 Compliant
U.S. TREASURIES
Max % (MV) 100.0 49.3 Compliant

CONFIDENTIAL | 5
City of National City | Account | As of May 31, 2025
Execution Time: 06/03/2025 09:29:56 AM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

STATEMENT OF COMPLIANCE
Rules Name Limit Actual Compliance
Status Notes
Max Maturity (Years) 5 4 Compliant

CONFIDENTIAL | 6
City of National City | Account | As of May 31, 2025
Execution Time: 06/03/2025 09:29:56 AM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

RECONCILIATION SUMMARY
Accrual Activity Summary
Fair Market Activity Summary
Month to Date Fiscal Year to Date
(07/01/2024)
Beginning Book Value 39,044,002.52 38,302,695.14
Maturities/Calls 0.00 (2,305,000.00)
Principal Paydowns (26,220.51) (348,600.67)
Purchases 765,419.20 14,635,059.59
Sales (701,097.00) (10,917,237.99)
Change in Cash, Payables, Receivables 59,667.11 24,287.25 Amortization/Accretion 0.00 0.00
Realized Gain (Loss) (23,315.12) (272,747.12)
Ending Book Value 39,118,456.20 39,118,456.20
Month to Date Fiscal Year to Date
(07/01/2024)
Beginning Market Value 39,293,537.90 37,169,370.25
Maturities/Calls 0.00 (2,305,000.00)
Principal Paydowns (26,220.51) (348,600.67)
Purchases 765,419.20 14,635,059.59
Sales (701,097.00) (10,917,237.99)
Change in Cash, Payables, Receivables 59,667.11 24,287.25 Amortization/Accretion 0.00 0.00
Change in Net Unrealized Gain (Loss) (190,102.00) 1,192,758.27 Realized Gain (Loss) (23,315.12) (272,747.12)
Ending Market Value 39,177,889.58 39,177,889.58
Maturities / Calls
Month to Date 0.00
Fiscal Year to Date (2,305,000.00)
Principal Paydowns
Month to Date (26,220.51)
Fiscal Year to Date (348,600.67)
Purchases
Month to Date 765,419.20
Fiscal Year to Date 14,635,059.59
Sales
Month to Date (701,097.00)
Fiscal Year to Date (10,917,237.99)
Interest Received
Month to Date 41,675.22
Fiscal Year to Date 1,113,901.93
Purchased / Sold Interest
Month to Date (780.68)
Fiscal Year to Date (19,649.92)

CONFIDENTIAL | 13
City of National City | Account | As of May 31, 2025
Execution Time: 06/03/2025 09:29:56 AM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

TRANSACTION LEDGER
Transaction Type Settlement
Date CUSIP Quantity Security Description Price
Acq/
Disp
Yield
Amount Interest Pur/
Sold Total Amount Gain/Loss

ACQUISITIONS
Purchase 05/02/2025 60934N807 472.89 FEDERATED HRMS GV O SVC 1.000 4.00% (472.89) 0.00 (472.89) 0.00
Purchase 05/12/2025 60934N807 10,000.00 FEDERATED HRMS GV O SVC 1.000 3.95% (10,000.00) 0.00 (10,000.00) 0.00
Purchase 05/13/2025 60934N807 10,175.00 FEDERATED HRMS GV O SVC 1.000 3.95% (10,175.00) 0.00 (10,175.00) 0.00
Purchase 05/15/2025 60934N807 12,928.82 FEDERATED HRMS GV O SVC 1.000 3.96% (12,928.82) 0.00 (12,928.82) 0.00
Purchase 05/15/2025 60934N807 24,130.32 FEDERATED HRMS GV O SVC 1.000 3.96% (24,130.32) 0.00 (24,130.32) 0.00
Purchase 05/19/2025 60934N807 2,126.25 FEDERATED HRMS GV O SVC 1.000 3.96% (2,126.25) 0.00 (2,126.25) 0.00
Purchase 05/21/2025 60934N807 896.49 FEDERATED HRMS GV O SVC 1.000 3.95% (896.49) 0.00 (896.49) 0.00
Purchase 05/21/2025 60934N807 2,090.19 FEDERATED HRMS GV O SVC 1.000 3.95% (2,090.19) 0.00 (2,090.19) 0.00
Purchase 05/27/2025 60934N807 5,075.77 FEDERATED HRMS GV O SVC 1.000 3.94% (5,075.77) 0.00 (5,075.77) 0.00
Purchase 05/29/2025 63743HFX5 200,000.00

NATIONAL RURAL

UTILITIES COOPERATIVE
FINANCE CORP 4.95
02/07/2030
100.959 4.71% (201,918.00) (3,080.00) (204,998.00) 0.00 Purchase 05/29/2025 91282CMZ1 500,000.00 UNITED STATES TREASURY

3.875 04/30/2030 99.121 4.07% (495,605.47) (1,526.83) (497,132.30) 0.00 Total Purchase 767,895.73 (765,419.20) (4,606.83) (770,026.03) 0.00 TOTAL
ACQUISITIONS 767,895.73 (765,419.20) (4,606.83) (770,026.03) 0.00

DISPOSITIONS
Sale 05/29/2025 61747YET8 (205,000.00) MORGAN STANLEY 4.679 07/17/2026 99.953 5.25% 204,903.65 (3,517.05) 208,420.70 (96.35)

CONFIDENTIAL | 14
City of National City | Account | As of May 31, 2025
Execution Time: 06/03/2025 09:29:56 AM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

TRANSACTION LEDGER
Transaction Type Settlement
Date CUSIP Quantity Security Description Price
Acq/
Disp
Yield
Amount Interest Pur/
Sold Total Amount Gain/Loss
Sale 05/29/2025 60934N807 (5,373.16) FEDERATED HRMS GV O SVC 1.000 3.98% 5,373.16 0.00 5,373.16 0.00
Sale 05/29/2025 912828R36 (500,000.00) UNITED STATES TREASURY

1.625 05/15/2026 97.605 1.12% 488,027.34 (309.10) 488,336.44 (23,222.66) Sale 05/30/2025 60934N807 (2,792.85) FEDERATED HRMS GV O SVC 1.000 3.97% 2,792.85 0.00 2,792.85 0.00
Total Sale (713,166.01) 701,097.00 (3,826.15) 704,923.15 (23,319.01) TOTAL
DISPOSITIONS (713,166.01) 701,097.00 (3,826.15) 704,923.15 (23,319.01) OTHER

TRANSACTIONS
Cash Transfer 05/30/2025 CCYUSD (2,792.85) Cash 0.00% (2,792.85) 0.00 (2,792.85) 0.00 Total Cash
Transfer (2,792.85) (2,792.85) 0.00 (2,792.85) 0.00
Coupon 05/01/2025 3137H4BY5 0.00 FHMS K-746 A2 2.031
09/25/2028 5.35% 541.60 0.00 541.60 0.00
Coupon 05/01/2025 3137FETN0 0.00 FHMS K-073 A2 3.35
01/25/2028 4.75% 530.42 0.00 530.42 0.00
Coupon 05/01/2025 3137FGZT5 0.00 FHMS K-079 A2 3.926
06/25/2028 4.66% 981.50 0.00 981.50 0.00
Coupon 05/01/2025 3137FG6X8 0.00 FHMS K-077 A2 3.85
05/25/2028 4.65% 2,310.00 0.00 2,310.00 0.00
Coupon 05/10/2025 665859AW4 0.00 NORTHERN TRUST CORP

4.0 05/10/2027 4.70% 10,000.00 0.00 10,000.00 0.00
Coupon 05/13/2025 3133EPC45 0.00

FEDERAL FARM CREDIT

BANKS FUNDING CORP

4.625 11/13/2028

4.46% 10,175.00 0.00 10,175.00 0.00
Coupon 05/15/2025 161571HT4 0.00 CHAIT 2023-1 A 5.16
09/15/2028 5.23% 1,698.50 0.00 1,698.50 0.00
Coupon 05/15/2025 34535VAD6 0.00 FORDO 2024-D A3 4.61
08/15/2029 4.61% 883.58 0.00 883.58 0.00

CONFIDENTIAL | 15
City of National City | Account | As of May 31, 2025
Execution Time: 06/03/2025 09:29:56 AM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

TRANSACTION LEDGER
Transaction Type Settlement
Date CUSIP Quantity Security Description Price
Acq/
Disp
Yield
Amount Interest Pur/
Sold Total Amount Gain/Loss
Coupon 05/15/2025 89239TAD4 0.00 TAOT 2024-D A3 4.4
06/15/2029 4.40% 440.00 0.00 440.00 0.00
Coupon 05/15/2025 44935CAD3 0.00 HART 2025-A A3 4.32
10/15/2029 4.32% 846.00 0.00 846.00 0.00
Coupon 05/15/2025 47800DAD6 0.00 JDOT 2025 A3 4.23
09/17/2029 4.23% 652.13 0.00 652.13 0.00
Coupon 05/15/2025 47800AAC4 0.00 JDOT 2022-B A3 3.74
02/16/2027 3.74% 193.19 0.00 193.19 0.00
Coupon 05/15/2025 47787JAC2 0.00 JDOT 2022 A3 2.32
09/15/2026 2.33% 47.55 0.00 47.55 0.00
Coupon 05/15/2025 43815BAC4 0.00 HAROT 2022-1 A3 1.88
05/15/2026 1.88% 42.87 0.00 42.87 0.00
Coupon 05/15/2025 912828R36 0.00 UNITED STATES TREASURY

1.625 05/15/2026 1.12% 8,125.00 0.00 8,125.00 0.00
Coupon 05/17/2025 58933YBH7 0.00 MERCK & CO INC 4.05
05/17/2028 4.07% 2,126.25 0.00 2,126.25 0.00
Coupon 05/21/2025 43813YAC6 0.00 HAROT 2024-3 A3 4.57
03/21/2029 4.57% 894.96 0.00 894.96 0.00
Coupon 05/21/2025 43815GAC3 0.00 HAROT 2021-4 A3 0.88
01/21/2026 0.89% 1.53 0.00 1.53 0.00
Coupon 05/25/2025 096919AD7 0.00 BMWOT 2024-A A3 5.18
02/26/2029 5.18% 712.25 0.00 712.25 0.00
Coupon 05/31/2025 91282CKT7 0.00 UNITED STATES TREASURY

4.5 05/31/2029 4.29% 16,875.00 0.00 16,875.00 0.00
Coupon 05/31/2025 91282CMA6 0.00 UNITED STATES TREASURY

4.125 11/30/2029 4.07% 10,312.50 0.00 10,312.50 0.00
Coupon 05/31/2025 91282CFZ9 0.00 UNITED STATES TREASURY

3.875 11/30/2027 3.96% 14,725.00 0.00 14,725.00 0.00
Coupon 05/31/2025 91282CET4 0.00 UNITED STATES TREASURY

2.625 05/31/2027 3.38% 11,156.25 0.00 11,156.25 0.00
Coupon 05/31/2025 91282CDK4 0.00 UNITED STATES TREASURY

1.25 11/30/2026 1.22% 6,250.00 0.00 6,250.00 0.00
Total Coupon 0.00 100,521.08 0.00 100,521.08 0.00

CONFIDENTIAL | 16
City of National City | Account | As of May 31, 2025
Execution Time: 06/03/2025 09:29:56 AM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

TRANSACTION LEDGER
Transaction Type Settlement
Date CUSIP Quantity Security Description Price
Acq/
Disp
Yield
Amount Interest Pur/
Sold Total Amount Gain/Loss
Principal Paydown 05/15/2025 47800AAC4 10,669.28 JDOT 2022-B A3 3.74 02/16/2027 3.74% 10,669.28 -- 10,669.28 1.02
Principal Paydown 05/15/2025 47787JAC2 5,583.50 JDOT 2022 A3 2.32 09/15/2026 2.33% 5,583.50 -- 5,583.50 1.24
Principal Paydown 05/15/2025 43815BAC4 7,877.54 HAROT 2022-1 A3 1.88 05/15/2026 1.88% 7,877.54 -- 7,877.54 1.19
Principal Paydown 05/21/2025 43815GAC3 2,090.19 HAROT 2021-4 A3 0.88 01/21/2026 0.89% 2,090.19 -- 2,090.19 0.44
Total Principal
Paydown 26,220.51 26,220.51 -- 26,220.51 3.89

TOTAL OTHER
TRANSACTIONS 23,427.66 123,948.74 0.00 123,948.74 3.89

CONFIDENTIAL | 39
City of National City | Account | As of May 31, 2025
Execution Time: 06/03/2025 09:29:56 AM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

IMPORTANT DISCLOSURES
Chandler Asset Management, Inc. (“Chandler”) is an SEC registered investment adviser. For additional information about our firm, please see our current disclosures (Form ADV).

To obtain a copy of our current disclosures, you may contact your client service representative by calling the number on the front of this statement or you may visit our website at www.chandlerasset.com.

Information contained in this monthly statement is confidential and is provided for informational purposes only and should not be construed as specific investment or legal advice. The information contained herein was obtained from sources believed to be reliable as of the date of this statement, but may become outdated or superseded at any time without notice.

Custody: Your qualified custodian bank maintains control of all assets reflected in this statement and we urge you to compare this statement to the one you receive from your qualified custodian. Chandler does not have any authority to withdraw or deposit funds from/to the custodian account.

Valuation: Prices are provided by IDC, an independent pricing source. In the event IDC does not provide a price or if the price provided is not reflective of fair market value, Chandler will obtain pricing from an alternative approved third party pricing source in accordance with our written valuation policy and procedures. Our valuation procedures are also disclosed in Item 5 of our Form ADV Part 2A.

Performance: Performance results are presented gross-of-advisory fees and represent the client’s Total Return. The deduction of advisory fees lowers performance results. These results include the reinvestment of dividends and other earnings. Past performance may not be indicative of future results. Therefore, clients should not assume that future performance of any specific investment or investment strategy will be profitable or equal to past performance levels. All investment strategies have the potential for profit or loss. Economic factors, market conditions or changes in investment strategies, contributions or withdrawals may materially alter the performance and results of your portfolio.

Source ICE Data Indices, LLC (“ICE”), used with permission. ICE PERMITS USE OF THE ICE INDICES AND RELATED DATA ON AN “AS IS” BASIS; ICE, ITS AFFILIATES AND

THEIR RESPECTIVE THIRD PARTY SUPPLIERS DISCLAIM ANY AND ALL WARRANTIES AND REPRESENTATIONS, EXPRESS AND/OR IMPLIED, INCLUDING ANY WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OR USE, INCLUDING THE INDICES, INDEX DATA AND ANY DATA INCLUDED IN, RELATED TO, OR DERIVED THEREFROM.

NEITHER ICE DATA, ITS AFFILIATES OR THEIR RESPECTIVE THIRD PARTY PROVIDERS GUARANTEE THE QUALITY, ADEQUACY, ACCURACY, TIMELINESS OR COMPLETENESS OF THE INDICES OR THE INDEX DATA OR ANY COMPONENT THEREOF, AND THE INDICES AND INDEX DATA AND ALL COMPONENTS THEREOF ARE PROVIDED ON AN “AS IS” BASIS AND LICENSEE’S USE IS AT LICENSEE’S OWN RISK. ICE DATA, ITS AFFILIATES AND THEIR RESPECTIVE THIRD PARTY DO NOT SPONSOR, ENDORSE, OR RECOMMEND CHANDLER, OR ANY OF ITS PRODUCTS OR SERVICES.

Index returns assume reinvestment of all distributions. Historical performance results for investment indexes generally do not reflect the deduction of transaction and/or custodial charges or the deduction of an investment management fee, the incurrence of which would have the effect of decreasing historical performance results. It is not possible to invest directly in an index.

Ratings: Ratings information have been provided by Moody’s, S&P and Fitch through data feeds we believe to be reliable as of the date of this statement, however we cannot guarantee its accuracy.

Security level ratings for U.S. Agency issued mortgage-backed securities (“MBS”) reflect the issuer rating because the securities themselves are not rated. The issuing U.S. Agency guarantees the full and timely payment of both principal and interest and carries a high rating by S&P, Moody’s and Fitch respectively.

CONFIDENTIAL | 40
City of National City | Account | As of May 31, 2025
Execution Time: 06/03/2025 09:29:56 AM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

BENCHMARK INDEX & DISCLOSURES
Benchmark Disclosure
ICE BofA 1-5 Yr US Treasury & Agency
Index
The ICE BofA 1-5 Year US Treasury & Agency Index tracks the performance of US dollar denominated US Treasury and nonsubordinated US agency debt issued in the US domestic market. Qualifying securities must have an investment grade rating (based on an average of Moody’s, S&P and Fitch). Qualifying securities must have at least one year remaining term to final maturity and less than five years remaining term to final maturity, at least 18 months to maturity at time of issuance, a fixed coupon schedule, and a minimum amount outstanding of $1 billion for sovereigns and $250 million for agencies.

AGENDA REPORT
Department: City Manager's Office
Prepared by: Pedro Garcia, Economic Development Manager Meeting Date: Tuesday, September 16, 2025
Approved by: Scott W. Huth, Interim City Manager
SUBJECT:

First Amendment to the Agreement with Terra Realty Advisors to Include Phase II Scope of Services for Digital Billboard Consulting and Increasing the Not-to-Exceed Amount by $27,000.

RECOMMENDATION:

Adopt the Resolution entitled, “Resolution of the City Council of the City of National City, California, Authorizing the Mayor to Execute a First Amendment to the Agreement with Terra Realty Advisors, Inc. to Modify the Scope of Services and Increase the Not-to-Exceed Amount by $27,000.”
BOARD/COMMISSION/COMMITTEE PRIOR ACTION:

Not Applicable.

EXPLANATION:

On January 21, 2025, the City Council approved an Agreement with Terra Realty Advisors to evaluate potential sites for digital billboards (Phase I). The assessment reviewed freeway corridors and surface streets, concluding that I-805 and SR-54 were not viable due to terrain and visibility constraints. The review identified five potential sites along I-5, most on City-owned property, and confirmed that the City’s ordinance allows up to five digital billboards. With three already operating, two additional billboards are legally permissible.

Phase I ranked the following sites as the City’s best opportunities for expansion:
 Site #4 (24th St. Off-Ramp Wayfinding Signs - City Parcel) – Located at the northeast corner of the site with excellent visibility from both northbound and southbound I-5.

Identified as the top priority site for development.
 Site #2 (Public Works Material Storage Area – Civic Center Dr.) – Located below the elevated section of I-5 with strong visibility potential if elevated signage is constructed.

Ranked as the second priority site for development.

Together, these two sites represent the City’s best chance to maximize freeway visibility, create branding opportunities, and significantly increase billboard-related revenues.

Phase II services will:
 Advance Sites #4 and #2 through entitlement and permitting processes.  Update the City’s Sign Ordinance as necessary to accommodate digital billboards.  Develop and issue a Request for Proposals (RFP) to attract qualified digital billboard companies.
 Negotiate Development or Lease Agreements that maximize long-term City revenues.

 Explore conversion of Clear Channel static poster signs on surface streets to digital displays, each with potential to generate approximately $10,000 annually per face.

This work will position the City to enter into development agreements with outdoor advertising companies and increase advertising-based revenues beyond the approximately $500,000 currently generated annually by the City’s existing billboards.

FINANCIAL STATEMENT:

The cost of Phase II services is $24,500 plus $2,500 in reimbursable expenses, for a total not-toexceed amount of $27,000. Funding will be drawn from account 100-10-13-13100-7213, Professional Services – CMO.

RELATED CITY COUNCIL 2020-2025 STRATEGIC PLAN GOAL:

Not Applicable
ENVIRONMENTAL REVIEW:

This is not a project under CEQA, and is therefore, not subject to environmental review.

CCR15378; PRC 21065.

PUBLIC NOTIFICATION:

The Agenda Report was posted at least 72 hours before the Regular Meeting date and time, and 24 hours before a Special Meeting in accordance with the Ralph M. Brown Act.

ORDINANCE:

Not Applicable
EXHIBITS:

Exhibit A – First Amendment Agreement
Exhibit B – Scope of Services – Phase II
Exhibit C - Resolution

Terra Realty Advisors,
Inc.

FIRST AMENDMENT TO THE AGREEMENT

BY AND BETWEEN

THE CITY OF NATIONAL CITY
AND
TERRA REALTY ADVISORS, INC.

THIS FIRST AMENDMENT TO THE AGREEMENT is entered into this 16th day of September, 2025, by and between the CITY OF NATIONAL CITY, a municipal corporation (“CITY”), and TERRA REALTY ADVISORS, INC., a California corporation (CONSULTANT”).

R E C I T A L S
WHEREAS, on January 21, 2025, CITY and CONSULTANT entered into an agreement for professional consulting services related to real estate needs, including on outdoor advertising billboards (the “Agreement”); and
WHEREAS, CONSULTANT has completed the Phase I scope of services under the Agreement, and the parties to desire to proceed to Phase II services to advance two identified priority sites through entitlement, permitting, and preparation of a Request for Proposals to select a digital billboard company for development; and
WHEREAS, the parties desire to amend the Agreement to modify the scope of services to authorize Phase II related to digital billboards and by increasing the not-to-exceed amount by $27,000, for a total not-to-exceed amount of $36,500.

AGREEMENT
NOW, THEREFORE, the parties hereto agree that:

1. The January 21, 2025 Agreement is hereby amended to modify the Scope of Services to include the Phase II services, as set forth in attached Exhibit A.

2. The January 21, 2025 Agreement is hereby amended to increase the not-to-exceed amount by $27,000 ($24,500 budget plus $2,500 in reimbursable expenses), for a total not-toexceed amount of $36,500.

3. The parties further agree that, with the foregoing exceptions, each and every other term and provision of the January 21, 2025 Agreement shall remain in full force and effect.

Terra Realty Advisors,
Inc.

IN WITNESS WHEREOF, the parties hereto have executed this First Amendment to the Agreement on the date and year first above written.

CITY OF NATIONAL CITY
By: ____________________________
Ron Morrison, Mayor
Date: ___________
APPROVED AS TO FORM:

By: ____________________________
Barry J. Schultz
City Attorney
Date: ___________
TERRA REALTY ADVISORS, INC.
(Corporation – signatures of two corporate officers required) (Partnership or Sole proprietorship – one signature)
By: ______________________________
(Name)
(Title)
Date: ___________

450 Chadbourne Road Suite G, Fairfield, CA 94534 • 707-639-1000/p • 707-312-5200/f • www.terraadvisors.net

PHASE II SCOPE OF SERVICES
Terra Realty Advisors, Inc, (TRA) who specializes in collaborating with public agencies, shall represent and provide advice to the City of National City (“Client”), as directed, in connection with their various real estate needs including Outdoor Advertising Billboard sign(s), and shall perform these services and carry out such other responsibilities as are set forth herein, and any additional duties and responsibilities as are reasonably within the general scope of such services and responsibilities as designated from time to time by the Client.

This Agreement sets for the Phase ll Services and is a continuation of the original agreement dated January 21, 2025 and shall be performed in the name, and on behalf of Client, and shall consist of the duties set forth herein; provided, however, the performance of any duty by TRA is not beyond the reasonable control of TRA:

Phase ll:
1) Work with City staff and legal counsel to update the existing Sign Ordinance to permit digital LED signs at identified locations, as required. Continue with Due Diligence on each identified site including title review, spacing, flagging to confirm visuals from I-5, strategies to meet City needs for branding and economic returns.
2) Work with City staff and legal counsel to negotiate new digital sign Lease(s) and/or Development Agreement as necessary for the three identified sites on I-5. 3) Work with National City Mile of Cars dealer association on potential signage on National City Blvd. and wayfinding from I-5. Consider creating a sign district. 4) Prepare and distribute a Request for Qualification and Proposal to qualified outdoor advertising sign companies for identified sites. Coordinate with City staff and legal counsel. 5) Contact Clear Channel Outdoor to convert surface street static poster sign to digital signs.

Negotiate a Development Agreement to implement.
6) Coordinate with the selected sign company(s) on behalf of the Client on all matters including obtaining all local entitlements and State permits.
7) Work with City staff on design and other entitlement matters as required for each potential sign. 8) Attend one (1) Planning Commission meeting and one (1) City Council meeting.

Exhibit "A"

City of National City Scope of Work

450 Chadbourne Road Suite G, Fairfield, CA 94534 • 707.639.100/p • 707.312.5200 • www.terraadvisors.net Compensation of the Consultant
In its capacity under this Agreement, TRA shall receive fees, as set forth in the Rate Schedule as referenced herein, which rates may be adjusted annually on July 1.

RATE SCHEDULE
2025/2026
The following are the hourly rates for each position:

President $320.00/hr
Executive Vice President $275.00/hr
Senior Vice President $240.00/hr
Vice President $220.00/hr
Director of Due Diligence/Research $150.00/hr
Administrative/Clerical $ 95.00/hr
Invoices will be issued monthly and will be due and payable upon receipt. All other costs, such as phone, fax, or travel outside the Bay Area or Sacramento, overnight delivery charges, blueprints, etc., and additional costs, shall be reimbursed at cost. All payments will be delinquent after 30 days and shall bear interest at 1 1/2% per month.

The following Phase lI Scope is an estimate of fees likely to be incurred for our services based on the attached Scope of Services. It is industry standard for the sign companies wishing to develop signs and receive a Development Agreement to pay an additional fee to the Agency to defray the costs of various consultants and legal counsel services, which will reduce the Clients initial cost. Per the attached Scope of Work we estimate the following fees:

Phase ll budget not to exceed amount of TWENTY FOUR THOUSAND FIVE HUNDRED ($24,500.00).

An estimate is not a fixed fee and does not constitute a commitment to perform services for that amount, or an obligation for the Client to pay that amount. Client consent will be obtained before TRA charges for fees that exceed the stated budget. In addition, a budget amount of TWO THOUSAND FIVE HUNDRED DOLLARS ($2,500.00) shall be included for reimburseable expenses including obtaining title reports on identified site, and other required information from third parties necessary to implement this phase of work, along with travel expenses. All expenses to be invoiced at cost, with no markup.

Preparing to serve or serving as a consultant or witness in any litigation, arbitration or other legal proceedings are additional costs, and will be charged at 1.5 times the hourly rates as shown above.

RESOLUTION NO. 2025 -

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NATIONAL CITY, CALIFORNIA,

AUTHORIZING THE MAYOR TO EXECUTE A FIRST AMENDMENT TO THE AGREEMENT WITH TERRA REALTY ADVISORS, INC. TO MODIFY THE SCOPE OF SERVICES AND INCREASE THE NOT-TO-EXCEED AMOUNT BY $27,000.

WHEREAS, on January 21, 2025, the City of National City (“City”) entered into an agreement with Terra Realty Advisors, Inc. to provide professional consulting services related to real estate needs, including on outdoor advertising billboards (the “Agreement”); and WHEREAS, Phase I of the scope of services under the Agreement has been completed and identified two priority sites for further action; and WHEREAS, the parties desire to proceed to Phase II services, including advancing the two identified priority sites through entitlement, permitting, and issuance of a Request for Proposals to select a digital billboard company for development; and WHEREAS, in order to continue to receive professional services under the Agreement, City staff recommends amending the Agreement to modify the scope of services to authorize Phase II services and to increase the not-to-exceed amount by $27,000 ($24,500 budget plus $2,500 in reimbursable expenses), for a total not-to-exceed amount of $36,500.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF NATIONAL CITY, CALIFORNIA, DOES RESOLVE, DECLARE, DETERMINE, AND ORDER AS FOLLOWS:

Section 1: That the City Council hereby authorizes the Mayor to execute a First Amendment to the agreement with Terra Realty Advisors, Inc. to modify the scope of services to include Phase II services and to increase the not-to-exceed amount by $27,000, for a new total not-to-exceed amount of $36,500. The First Amendment is attached to the Agenda Report as Exhibit A.

Section 2: That the City Clerk shall certify to the passage and adoption of this Resolution and enter it into the book of original Resolutions.

PASSED and ADOPTED this 16th day of September, 2025.

Ron Morrison, Mayor
ATTEST:

Shelley Chapel, MMC, City Clerk
APPROVED AS TO FORM:

Barry J. Schultz, City Attorney

AGENDA REPORT
Department: Community Development
Prepared by: David McEachern, Community Development Specialist II Meeting Date: Tuesday, September 16, 2025
Approved by: Scott W. Huth, Interim City Manager
SUBJECT:

Subordination of the HOME Investment Partnerships Program Loan for 138 Norton Avenue to Refinance the Property.

RECOMMENDATION:

Adopt the Resolution Entitled “Resolution of the City Council of the City of National City, California, Authorizing the City Manager or their Designee to Execute a Subordination Agreement with T & T Community Properties LLC, a California Limited Liability Company, and Neighborhood National Bank, Subordinating the Deed of Trust that Secures the City’s HOME Investment Partnerships Loan for $717,500 on Eight Restricted Rental Units Located at 138 Norton Avenue in National City.”
BOARD/COMMISSION/COMMITTEE PRIOR ACTION:

Resolution 2011-159 (Approval of HOME Loan)
Resolution 2015-147 (Prior Subordination)
EXPLANATION:

T & T Community Properties, LLC, a California limited liability company (“Borrower”) is the owner of an 8-unit multifamily rental housing project (“Property”) located at 138 Norton Avenue in National City. In 2011, the City of National City made a loan for $717,500 from the HOME Investment Partnerships (“HOME”) Program, restricting the eight units to between 30-60% of the Area Median Income (AMI). The funds were used to assist in the substantial rehabilitation of the Property. Payments have been made through residual receipts. A Deed of Trust (“City Deed of Trust”) secures the City’s HOME loan on the Property. The City Deed of Trust is currently subordinated to the Property’s existing first mortgage with California Bank and Trust. The California Bank and Trust loan of approximately $403,700 is set to mature in October 2025.

Borrower desires to refinance the existing loan and enter into a new loan with Neighborhood National Bank (“Lender”) for a not-to-exceed principal amount of $417,000. With the funds, the Borrower will pay off the maturing California Bank and Trust loan and cover closing costs. In order to provide the new loan, the Lender requires the subordination of the City Deed of Trust to the Lender’s Deed of Trust. The terms of the City’s HOME loan will not be altered.

FINANCIAL STATEMENT:

The Housing Authority will collect a $500 Subordination Fee per the City’s adopted Fee Schedule plus cost recovery for consulting attorney fees.

RELATED CITY COUNCIL 2020-2025 STRATEGIC PLAN GOAL:

Housing and Community Development

ENVIRONMENTAL REVIEW:

This is not a project under CEQA, and is therefore, not subject to environmental review.

CCR15378; PRC 21065.

PUBLIC NOTIFICATION:

The Agenda Report was posted at least 72 hours before the Regular Meeting date and time, and 24 hours before a Special Meeting in accordance with the Ralph M. Brown Act.

ORDINANCE:

Not Applicable
EXHIBITS:

Exhibit A- Subordination Agreement
Exhibit B- Resolution

1 No Fees per Government Code 6103
Recording Requested By:

When Recorded Mail To:

City of National City
Attention: City Manager
1243 National City Boulevard
National City, CA 91950

SUBORDINATION AGREEMENT
(138 Norton, National City)
THIS SUBORDINATION AGREEMENT (“Subordination Agreement”) is dated as of the __ day of ________________, 2025, among City of National City (“City”), T & T Community Properties, LLC, a California limited liability company (“Borrower”) and Neighborhood National Bank, a national banking association (“Lender”).

RECITALS
A. Borrower is the owner of that certain real property in the City of National City, County of San Diego, California (“Property”), as described in (collectively, the “City Encumbrances”): (i) that certain Declaration of Covenants, Conditions and Restrictions (Tenant Restrictions) executed by Borrower and the City, dated as of August 15, 2011, and recorded in the Office of the County Recorder for the County of San Diego on August 23, 2011, as Instrument No. 2011-0432185 in the Official Records; (ii) that certain Deed of Trust dated as of August 15, 2011, and recorded in the Office of the County Recorder for the County of San Diego on August 23, 2011, as Instrument No. 2011-0432186; and (iii) that certain UCC-1 Financing Statement given by Borrower, as debtor, in favor of City, as secured party, and recorded in the Office of the County Recorder for the County of San Diego on August 23, 2011 as Instrument No. 2011-9432187.

B. Concurrently with recordation of this Subordination Agreement, Borrower is causing a Deed of Trust (“Lender Deed of Trust”) made by Borrower in favor of Lender to be recorded against the Property in the Office of the County Recorder for the County of San Diego.

C. City, Lender and Borrower all agree and desire to execute this Subordination Agreement to memorialize their understanding and agreement with regard to the respective priorities of each of the above-referenced documents. It is the intention of the parties that the Lender Deed of Trust shall unconditionally be and remain at all times a lien, claim and charge on the Property prior and superior to the City Encumbrances.

2 NOW, THEREFORE, in consideration of the foregoing and other good and valuable consideration, the City, Lender and Borrower hereby agree as follows:

AGREEMENT

1. Subordination of the City Encumbrances. The City Encumbrances are hereby irrevocably and unconditionally made subordinate and subject to the Lender Deed of Trust, and to all rights and privileges of the City and Borrower thereunder.

2. Notices. City, Lender and Borrower agree to give to each other copies of all notices of events of default under their respective documents. All notices given under this Subordination Agreement shall be in writing and sent to the party at its address appearing below (a) by certified or registered U.S. mail, return receipt requested, (b) overnight by a nationally recognized overnight courier such as UPS Overnight or FedEx, or (c) by personal delivery. All notices shall be effective upon receipt (or refusal to accept delivery). These addresses may be changed by any party by written notice to all other parties.

If to the City: City of National City
Attention: City Manager
1243 National City Boulevard
National City, CA 91950
If to Borrower: T & T Community Properties, LLC
760 Arroyo Court
Chula Vista, CA 91910
If to Lender: Neighborhood National Bank
Loan Department
2987 Jamacha Road
El Cajon, CA 92019

3. Whole Agreement; Binding Effect. This Subordination Agreement is the whole and only agreement with regard to the priority of the liens, claims and charges of the City Encumbrances and the Lender Deed of Trust. This Subordination Agreement is binding on and inures to the benefit of the legal representatives, heirs, successors and assigns of the parties.

4. Attorney’s Fees. If any party to this Subordination Agreement brings an action to interpret or enforce its rights under this Subordination Agreement, the prevailing party will be entitled to recover its costs and reasonable attorney’s fees as awarded in the action.

5. Counterparts. This Subordination Agreement may be executed in counterparts, and all counterparts constitute but one and the same document.

6. Signatures. All individuals signing this Subordination Agreement for a party which is a corporation, limited liability company, partnership or other legal entity, or signing under a power of attorney, or as a trustee, guardian, conservator, or in any other legal capacity, covenant to one

RESOLUTION NO. 2025-

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NATIONAL CITY, CALIFORNIA,

AUTHORIZING THE CITY MANAGER OR THEIR DESIGNEE TO EXECUTE A

SUBORDINATION AGREEMENT WITH T & T COMMUNITY PROPERTIES LLC, A

CALIFORNIA LIMITED LIABILITY COMPANY, AND NEIGHBORHOOD NATIONAL BANK, SUBORDINATING THE DEED OF TRUST THAT SECURES THE CITY’S HOME INVESTMENT PARTNERSHIPS LOAN FOR $717,500 ON EIGHT RESTRICTED RENTAL UNITS LOCATED AT 138 NORTON AVENUE IN NATIONAL CITY.

WHEREAS, T & T Community Properties, LLC, a California limited liability company, (“Borrower”) is the owner of an 8-unit multifamily rental housing project (“Property”) located at 138 Norton Avenue in National City; and
WHEREAS, in 2011, the City of National City made a loan for $717,500 from the HOME Investment Partnerships (“HOME”) Program restricting the eight units to between 30-60% of the Area Median Income (“AMI”) to assist in the substantial rehabilitation of the Property which was secured with a Deed of Trust (“City Deed of Trust”); and WHEREAS, Borrower desires to refinance existing debt of approximately $403,700 on the Property through a new mortgage and cover the closing costs with the not-to-exceed principal amount of $417,000 from Neighborhood National Bank (“Lender”); and WHEREAS, in order to provide the new loan, the Lender requires the subordination of the City Deed of Trust to the Lender’s Deed of Trust.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF NATIONAL CITY, CALIFORNIA, DOES RESOLVE, DECLARE, DETERMINE, AND ORDER AS FOLLOWS:

Section 1: That the City Council hereby authorizes the City Manager or his designee to execute a Subordination Agreement with T & T Community Properties, LLC and Neighborhood National Bank, and any other Escrow related documents as necessary.

Section 2: That the City Clerk shall certify to the passage and adoption of this Resolution and enter it into the book of original Resolutions.

PASSED and ADOPTED this 16th day of September 2025.

Ron Morrison, Mayor
ATTEST:

Shelley Chapel, MMC, City Clerk
APPROVED AS TO FORM:

Barry J. Schultz, City Attorney

AGENDA REPORT
Department: City Manager's Office
Prepared by: Pedro Garcia, Economic Development Manager Meeting Date: Tuesday, September 16, 2025
Approved by: Scott Huth, Interim City Manager
SUBJECT:

Support for the State’s proposed Utility Affordability & Accountability Legislative Package RECOMMENDATION:

Adopt the Resolution entitled, “A Resolution of the City Council of the City of National City, California, Supporting the State’s Utility Affordability and Accountability Legislative Package for the 2025-2026 California Legislature Regular Session.”
BOARD/COMMISSION/COMMITTEE PRIOR ACTION:

Not Applicable.

EXPLANATION:

This item was introduced as a City Council Policy 105 request by Vice-Mayor Bush at the August 19, 2025 City Council Meeting. At that time, the Council reached a consensus to bring the item back at a future meeting for formal presentation of the Resolution for Approval.

Across California, rising utility rates continue to increase the cost of living for millions of residents.

Since 2013, bundled residential average rates have increased faster than the rate of inflation— up to 12% for PG&E, and 7% for SCE and SDG&E.

As of November 2024, San Diego had the highest electricity prices in the country, averaging 42 cents per kilowatt-hour. According to a 2023 California State Audit, SDG&E had the highest electricity rates of all large investor-owned utilities in California, and more than 25% of SDG&E customers were more than 30 days behind on their utility bills.

National City residents’ electricity is purchased through San Diego Community Power (SDCP), the regional community choice energy joint powers authority. SDG&E, however, continues to own and operate the transmission and distribution grid, and its delivery charges and infrastructure costs—regulated by the California Public Utilities Commission—remain a significant component of local utility bills. As a result, statewide affordability and accountability reforms would benefit SDCP customers and all ratepayers in SDG&E’s service territory.

The 2025 Utility Affordability and Accountability Legislative Package (Package) consists of Senate and Assembly bills designed to lower utility costs, ensure fair electricity pricing, and advance equitable, affordable energy for residents. Collectively, these bills propose reforms such as:
 Capping rate increases to the Consumer Price Index (CPI).  Prohibiting misuse of ratepayer dollars for lobbying, advertising, or political influence.  Increasing transparency for energy data and reporting of taxpayer funding.

 Providing hardship deferments and relief programs for residents impacted by natural disasters, job loss, or family hardship.
 Shifting wildfire mitigation costs away from ratepayers.  Authorizing more affordable financing for transmission infrastructure.

The Package includes the following bills:
 Assembly Bills: AB 825 (Petrie-Norris), AB 1020 (Schiavo), AB 1167 (Berman & Addis), AB 1017 (Boerner).
 Senate Bills: SB 24 (McNerney), SB 254 (Becker), SB 330 (Padilla), SB 332 (Wahab), SB 500 (Stern), SB 636 (Menjivar).

By adopting the attached Resolution, National City will join the County of San Diego and the City of San Diego in urging the State Legislature to pass these reforms to provide relief for residents and hold utilities accountable.

FINANCIAL STATEMENT:

There is no fiscal impact associated with this action.

RELATED CITY COUNCIL 2020-2025 STRATEGIC PLAN GOAL:

Not Applicable
ENVIRONMENTAL REVIEW:

This is not a project under CEQA, and is therefore, not subject to environmental review.

CCR15378; PRC 21065.

PUBLIC NOTIFICATION:

The Agenda Report was posted at least 72 hours before the Regular Meeting date and time, and 24 hours before a Special Meeting in accordance with the Ralph M. Brown Act ORDINANCE:

Not Applicable
EXHIBIT:

Exhibit A - Resolution

RESOLUTION NO. 2025 -

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NATIONAL CITY, CALIFORNIA, SUPPORTING THE STATE’S UTILITY AFFORDABILITY AND ACCOUNTABILITY LEGISLATIVE PACKAGE FOR THE 2025–2026 CALIFORNIA LEGISLATURE REGULAR SESSION.

WHEREAS, utility rates in California have risen significantly in the past decade, and San Diego County continues to face some of the highest electricity costs in the nation; and WHEREAS, residents of the City of National City (“City”) now receive energy supply through San Diego Community Power (“SDCP”), but remain subject to San Diego Gas & Electric’s (“SDG&E”) transmission and distribution rates, which are regulated by the California Public Utilities Commission and contribute to high monthly bills; and WHEREAS, the 2025 Utility Affordability and Accountability Legislative Package (the “Package”) includes critical Senate and Assembly bills that collectively aim to lower utility costs, increase transparency, shift wildfire mitigation costs away from ratepayers, and ensure fair pricing; and
WHEREAS, the Package includes the following bills: Senate Bills 24, 254, 330, 332, 500, and 636, and Assembly Bills 825, 1017, 1020, and 1167; and WHEREAS, supporting this legislation is consistent with the City’s commitment to equity, sustainability, and protecting residents from rising costs of living.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF NATIONAL CITY, CALIFORNIA, DOES RESOLVE, DECLARE, DETERMINE, AND ORDER AS FOLLOWS:

Section 1: That the City Council hereby declares its support for the 2025 Utility Affordability and Accountability Legislative Package, consisting of Senate Bills 24, 254, 330, 332, 500, and 636, and Assembly Bills 825, 1017, 1020, and 1167.

Section 2: That the City Council directs City staff to transmit this Resolution to the City’s state representatives, lobbyists, and other appropriate parties to ensure it is part of the official record of support.

Section 3: That the City Clerk shall certify to the passage and adoption of this Resolution and enter it into the book of original Resolutions.

PASSED and ADOPTED this 16th day of September, 2025.

Ron Morrison, Mayor
ATTEST:

Shelley Chapel, City Clerk
APPROVED AS TO FORM:

Barry J. Schultz, City Attorney

AGENDA REPORT
Department: Finance
Prepared by: Karla Apalategui, Sr. Accounting Assistant Meeting Date: Tuesday, September 16, 2025
Approved by: Scott W. Huth, Interim City Manager
SUBJECT:

Warrant Register No. 1 for the Period of 6/27/25 through 7/03/25 in the Amount of $3,570,896.28 RECOMMENDATION:

Ratify Warrants Totaling $3,570,896.28.

BOARD/COMMISSION/COMMITTEE PRIOR ACTION:

Not Applicable.

EXPLANATION:

Per Government Section Code 37208, below are the payments issued for the period of 6/27/25 – 7/03/25. Consistent with the Department of Finance’s practice, listed below are all payments above $50,000.

Vendor Check/Wire Amount Explanation
Chen Ryan Assoc 1000539 70,821.84 CIP 23-13 24th St Transit Center Chen Ryan Assoc 1000539 57,347.59 CIP 23-13 24th St Transit Center Public Emp Retirement 251830212 371,367.35 Service Period 6/10/25 – 6/23/25 FINANCIAL STATEMENT:

Warrant Register Total $3,570,896.28
RELATED CITY COUNCIL 2020-2025 STRATEGIC PLAN GOAL:

Not Applicable
ENVIRONMENTAL REVIEW:

This is not a project under CEQA, and is therefore, not subject to environmental review.

CCR15378; PRC 21065.

PUBLIC NOTIFICATION:

The Agenda Report was posted at least 72 hours before the Regular Meeting date and time, and 24 hours before a Special Meeting in accordance with the Ralph M. Brown Act.

ORDINANCE:

Not Applicable
EXHIBIT:

Exhibit A – FY26 Warrant Register No. 1

CHK NO AMOUNT
1000542 475.00
1000542 13,400.00
13,875.00
1000539 70,821.84
1000539 57,347.59
1000540 899.18
1000540 1,448.17
1000540 11,334.98
1000543 2,992.00
1000544 2,040.00
1000544 2,555.80
1000544 5,418.30
154,857.86
1000538 96.98
1000538 178.87
1000538 261.76
1000538 491.31
1000538 167.01
1000538 158.33
1000538 193.95
1000538 171.32
1,719.53
1000545 894.16
1000545 7,463.05
8,357.21
1000538 (86.18)
1000538 19.34
1000538 646.49
1000538 77.36
1000538 1,173.69
1000546 696.01
2,526.71
1000541 589.00
DEAN GAZZO ROISTACHE LEGAL SERVICES /DARWISH 6/27/2025 1000541 1,993.80 Risk
DEAN GAZZO ROISTACHE LEGAL SERVICES /MARQUEZ 6/27/2025
T'S & SIGNS INC T SHIRTS & SIGNS & PLAQUES 6/27/2025
Total for Police
ACE UNIFORMS & ACCES UNIFORM AND ACCESSORIES FOR FY25 6/27/2025 ACE UNIFORMS & ACCES UNIFORM AND ACCESSORIES FOR FY25 6/27/2025 ACE UNIFORMS & ACCES UNIFORM AND ACCESSORIES FOR FY2025 6/27/2025 ACE UNIFORMS & ACCES UNIFORM AND ACCESSORIES FOR FY25 6/27/2025 Police
ACE UNIFORMS & ACCES CREDIT MEMO / CHECK #371012 SD1082424 6/27/2025 SYSCO SAN DIEGO INC FOOD/CONSUMABLES FOR NUTRITION CTR 6/27/2025 Total for Nutrition
Nutrition
SYSCO SAN DIEGO INC FOOD/CONSUMABLES FOR NUTRITION CTR 6/27/2025 ACE UNIFORMS & ACCES UNIFORM ITEMS FOR CODE ENF/ACE UNIFORMS 6/27/2025 Total for Neigh Svcs
ACE UNIFORMS & ACCES UNIFORM ITEMS/ACE UNIFORM 6/27/2025 ACE UNIFORMS & ACCES UNIFORM ITEMS R. SOTO/ACE UNIFORMS 6/27/2025 ACE UNIFORMS & ACCES UNIFORM ITEMS HUESO/ACE UNFORMS 6/27/2025 ACE UNIFORMS & ACCES BOOTS FOR STAFF /ACE UNIFORM 6/27/2025 ACE UNIFORMS & ACCES UNIFORM ITEMS CODE/ACE UNIFORMS 6/27/2025 ACE UNIFORMS & ACCES UNIFORM ITEMS R. SOTO/ACE UNIFORMS 6/27/2025 Total for Eng/PW
Neigh Svcs
ACE UNIFORMS & ACCES UNIFORM ITEM / ACE UNIFORMS 6/27/2025 NERI LANDSCAPE ARCHI LAS PARK LANDSCAPE IMPROVEMENTS 6/27/2025 NERI LANDSCAPE ARCHI CIP 22-26 EL TOYON PARK LANDSCAPE IMPROVE 6/27/2025 INNOVATIVE CONSTRUCT BAYSHORE BIKEWAY PAVEMENT ASSESSMENT 6/27/2025 NERI LANDSCAPE ARCHI CIP 22-26 EL TOYON PARK LANDSCAPE ARCHITEC 6/27/2025 D-MAX ENGINEERING IN FY24 - FY25 WASTWATER SERVICES INCLUDING 6/27/2025 D-MAX ENGINEERING IN FY24 -FY25 STORM WATER SERVICES 6/27/2025 CHEN RYAN ASSOCIATES CIP 23-13 24TH ST TRANSIT CENTER 6/27/2025 D-MAX ENGINEERING IN CIP 22-09 NC E OF I-805 COMMUNITY GREENBELT 6/27/2025 Eng/PW
CHEN RYAN ASSOCIATES CIP 23-13 24TH ST TRANSIT CENTER 6/27/2025 DEVANEY PATE MORRIS LEGAL SERVICES FOR POLANCO MATTER 6/27/2025 Total for City Atty

EFT PAYMENTS
City Atty
DEVANEY PATE MORRIS LEGAL SERVICES FOR CALI MOTA MATTER 6/27/2025 Warrant Register #1
6/27/2025 to 7/3/2025

PAYEE DESCRIPTION DATE
1

CHK NO AMOUNT
Warrant Register #1
6/27/2025 to 7/3/2025

PAYEE DESCRIPTION DATE
1000541 2,150.00
1000541 3,329.90
1000541 3,792.60
11,855.30
193,191.61
1,524,382.58
1,524,382.58
SEC 8 PAYMENTS
HAP PAYMENTS FOR JULY 1,481,954.74
1,481,954.74
251830212 371,367.35
371,367.35
371,367.35
GRAND TOTAL 3,570,896.28
7/1/2025
HAPS PAYMENTS Total
Total for Finance
WIRED PAYMENTS Total

WIRED PAYMENTS
Finance
PUBLIC EMP RETIREMEN SERVICE PERIOD 06/10/2025 - 06/23/2025 7/3/2025 PY91640 7/2/2025
Payroll Total
Total for Risk
EFT PAYMENTS Total

PAYROLL
DEAN GAZZO ROISTACHE LEGAL SERVICES D/GOGUEIII 6/27/2025 DEAN GAZZO ROISTACHE LEGAL SERVICES ED/UMANA 6/27/2025
DEAN GAZZO ROISTACHE LEGAL SERVICES /ALEGRE 6/27/2025
2

AGENDA REPORT
Department: Finance
Prepared by: Karla Apalategui, Sr. Accounting Assistant Meeting Date: Tuesday, September 16, 2025
Approved by: Scott W. Huth, Interim City Manager
SUBJECT:

Warrant Register No. 2 for the Period of 7/4/25 through 7/10/25 in the Amount of $3,916,320.12 RECOMMENDATION:

Ratify Warrants Totaling $3,916,320.12.

BOARD/COMMISSION/COMMITTEE PRIOR ACTION:

Not Applicable.

EXPLANATION:

Per Government Section Code 37208, below are the payments issued for the period of 7/04/25 – 7/10/25. Consistent with the Department of Finance’s practice, listed below are all payments above $50,000.

Vendor Check/Wire Amount Explanation
Dick Miller Inc 375135 202,338.14 CIP 22-26 El Toyon Park Prop68 Improvement Rove Eng 375161 149,063.15 CIP 24-21 Valley Road Storm Drain Improvement SDG&E 375164 84,537.52 Gas & Electric Facilities / June 2025 White Cap, LP375188 64,790.00 Traffic Sign Printer and Laminator Mile of Cars 375144 88,934.50 Lightning Maintenance District Spec Assessment Health Net Inc 375220 65,895.66 Grp# R1192A – July 2025 Health Net Ins Kaiser FHP 375228 226,895.94 July 2025 Group #104220 Ins Active PRISM 375191 1,924,149.00 General Liability Program I Premium PRISM 375192 365,235.00 Property Program Premium
Adminsure 3099 157,356.28 WC Acct Replenishment for 6/25 FINANCIAL STATEMENT:

Warrant Register Total $3,916,320.12
RELATED CITY COUNCIL 2020-2025 STRATEGIC PLAN GOAL:

Not Applicable
ENVIRONMENTAL REVIEW:

This is not a project under CEQA, and is therefore, not subject to environmental review.

CCR15378; PRC 21065.

PUBLIC NOTIFICATION:

The Agenda Report was posted at least 72 hours before the Regular Meeting date and time, and 24 hours before a Special Meeting in accordance with the Ralph M. Brown Act ORDINANCE:

Not Applicable
EXHIBIT:

Exhibit A – FY26 Warrant Register No. 2

CHK NO AMOUNT
375131 533.00
375138 16.67
375138 4,290.00
375200 750.00
375215 150.00
375215 240.00
375215 1,260.00
375215 1,320.00
375215 1,360.00
375215 23,012.17
32,931.84
375231 3,200.00
375245 812.50
375245 487.50
375246 1,015.00
5,515.00
375177 595.00
375177 735.00
375177 735.00
375177 1,155.00
375177 1,715.00
375225 69.19
375225 166.56
375225 343.38
5,514.13
375140 2,000.00
375142 678.50
375142 276.00
375180 973.50
375180 396.00
375183 1,298.00
375183 528.00
375237 406.00
375238 60.00
375251 30.00
6,646.00
TORAL, BELIA RFE-REFUND FOR CAMACHO GENTLE YOGA 5857 BE 7/10/2025 Total for Comm Svcs
PEIRCE, DENISSE MISS NC EDU PAGEANT SCHOLARSHIP 7/10/2025 PEREZ, ALMA REFUND-ALMA PEREZ GFHM TECHINQUE & FALDEO 7/10/2025 VERA, CARMEN MISS NC EDU PAGEANT SCHOLARSHIP 7/8/2025
VERA, CARMEN MISS NC EDU PAGEANT SCHOLARSHIP 7/8/2025
VANESSA ISABEL MEJIA MISS NC EDU PAGEANT SCHOLARSHIP 7/8/2025 VANESSA ISABEL MEJIA MISS NC EDU PAGEANT SCHOLARSHIP 7/8/2025 LOPEZ ORTEGA, MELANI MISS NC EDU PAGEANT SCHOLARSHIP 7/8/2025 LOPEZ ORTEGA, MELANI MISS NC EDU PAGEANT SCHOLARSHIP 7/8/2025 Comm Svcs
IGNACIO AND BEATRIZ GOLF COURSE LEASE 7/8/2025
INTEGRITY NEWSPAPERS PUBLIC NOTICING - STAR NEWS 7/10/2025 Total for Clerk
INTEGRITY NEWSPAPERS PUBLIC NOTICING - STAR NEWS 7/10/2025 INTEGRITY NEWSPAPERS PUBLIC NOTICING - STAR NEWS 7/10/2025 TRANS-LANG TRANSLATION SERVICES 7/8/2025
TRANS-LANG TRANSLATION SERVICES 7/8/2025
TRANS-LANG TRANSLATION SERVICES 7/8/2025
TRANS-LANG TRANSLATION SERVICES 7/8/2025
Clerk
TRANS-LANG TRANSLATION SERVICES 7/8/2025
SHAUN D. SUMNER CONSULTING SERVICES 7/10/2025
Total for City Mgr
SCI CONSULTING GROUP CANNABIS CONSULTING SERVICES 7/10/2025 SCI CONSULTING GROUP CANNABIS CONSULTING SERVICE 7/10/2025 City Mgr
NATIONAL CITY CHAMBER PROVIDE ECONOMIC DEVELOPMENT SERVICES 7/10/2025 HAMRICK & EVANS, LLP LEGAL SERVICES FOR DELGADO MATTER 7/10/2025 Total for City Atty
HAMRICK & EVANS, LLP LEGAL SERVICES FOR RODRIGUEZ MATTER 7/10/2025 HAMRICK & EVANS, LLP LEGAL SERVICES FOR CHICANO FEDERATION MATT 7/10/2025 HAMRICK & EVANS, LLP LEGAL SERVICES FOR AGUIRRE MATTER 7/10/2025 HAMRICK & EVANS, LLP LEGAL SERVICES FOR CORTEZ MATTER 7/10/2025 CITY ATTORNEYS ASSOC MEMBERSHIP DUES FOR CAO 7/10/2025
HAMRICK & EVANS, LLP LEGAL SERVICES FOR MARTIN MATTER 7/10/2025 FOZI DWORK & MODAFFE LEGAL SERVICES / SD UNIFIED SC 7/8/2025 FOZI DWORK & MODAFFE LEGAL SERVICES FOR SDUSD MATTER 7/8/2025

A/P PAYMENTS
City Atty
CEB CEB LEGAL LIBRARIES 7/8/2025
Warrant Register #2
7/4/2025 to 7/10/2025

PAYEE DESCRIPTION DATE

Warrant Register #2
7/4/2025 to 7/10/2025
375123 543.74
375128 215.06
375130 159.86
375135 202,338.14
375137 51.28
375139 123.93
375139 129.41
375139 185.38
375139 301.92
375139 315.79
375139 316.26
375143 459.83
375145 335.28
375147 778.45
375147 1,122.70
375147 3,568.97
375147 144.20
375147 700.40
375147 1,320.98
375147 1,906.80
375147 5,752.55
375148 18.04
375148 160.50
375148 71.00
375148 50.54
375151 33.82
375151 20.59
375151 66.34
375151 145.31
375151 173.70
375151 29.98
375151 124.43
375151 192.88
375152 45.71
375154 1,862.70
375155 343.62
375155 106.12
375155 319.73
375156 26.28
375156 57.52
375156 269.70
PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/PARKS 7/8/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/FAC 7/8/2025 POWERSTRIDE BATTERY MOP 67839 AUTO BATTERIES FY25-EQM 7/8/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/FAC 7/8/2025 POWERSTRIDE BATTERY MOP 67839 AUTO BATTERIES FY25-PW/EQM 7/8/2025 POWERSTRIDE BATTERY MOP 67839 AUTO BATTERIES FY25-PW/EQM 7/8/2025 PARTS AUTHORITY METR MOP 75943 AUTO SUPPLIES FY25-PW/EQM 7/8/2025 PERRY FORD-NATIONAL INJECTOR REPLACEMENT #086 FY25-PW/EQM 7/8/2025 PARTS AUTHORITY METR MOP 75943 AUTO SUPPLIES FY25-PW/EQM 7/8/2025 PARTS AUTHORITY METR MOP 75943 AUTO SUPPLIES FY25-PW/EQM 7/8/2025 PARTS AUTHORITY METR MOP 75943 AUTO SUPPLIES FY25-PW/EQM 7/8/2025 PARTS AUTHORITY METR MOP 75943 AUTO SUPPLIES FY25-PW/EQM 7/8/2025 PARTS AUTHORITY METR MOP 75943 AUTO SUPPLIES FY25-PW/EQM 7/8/2025 PARTS AUTHORITY METR MOP 75943 AUTO SUPPLIES FY25-PW/EQM 7/8/2025 PARTS AUTHORITY METR MOP 75943 AUTO SUPPLIES FY25-PW/EQM 7/8/2025 PARTS AUTHORITY METR MOP 75943 AUTO SUPPLIES FY25-PW/EQM 7/8/2025 O'REILLY AUTO PARTS MOP 75877 AUTO SUPPLIES FY25-PW/EQM 7/8/2025 O'REILLY AUTO PARTS MOP 75877 AUTO SUPPLIES FY25-PW/EQM 7/8/2025 O'REILLY AUTO PARTS MOP 75877 AUTO SUPPLIES FY25-PW/EQM 7/8/2025 O'REILLY AUTO PARTS MOP 75877 AUTO SUPPLIES FY25-PW/EQM 7/8/2025 NV5 INC T&A 90697- 1830 SWEETWATER RD. 7/8/2025
NV5 INC T&A 90705: 2224 E 12TH ST. GRADING PLAN REVIEW 7/8/2025 NV5 INC T&A 90634 – IN-N-OUT BURGER –1900 E PLAZA BLVD 7/8/2025 NV5 INC T&A 90696- 21 W 7TH ST. 7/8/2025
NV5 INC T&A 90697- 1830 SWEETWATER RD. 7/8/2025
NV5 INC T&A 90536- 2525 SWEETWATER RD. 7/8/2025
NV5 INC T&A 90605: 2240 E PLAZA BLVD. 7/8/2025
NV5 INC T&A 90666- 2837 K AVE. 7/8/2025
MASTER PERFORMANCE MOP 86883 AUTO SUPPLIES FY25-PW/EQM 7/8/2025 MUNICIPAL MAINTENANC PARTS FOR STR SWEEPER FY25-PW/EQM 7/8/2025 HOME DEPOT CREDIT SE BPO: BUILDING MATERIAL SUPPLIES FOR FY25-PW/F 7/8/2025 HOME DEPOT CREDIT SE BPO: BUILDING MATERIAL SUPPLIES FOR FY25-PW/F 7/8/2025 HOME DEPOT CREDIT SE SMALL TOOLS FOR WW FY25-PW/WW 7/8/2025 HOME DEPOT CREDIT SE BPO: BUILDING MATERIAL SUPPLIES FOR FY25-PW/F 7/8/2025 HOME DEPOT CREDIT SE BPO: BUILDING MATERIAL SUPPLIES FOR FY25-PW/F 7/8/2025 HOME DEPOT CREDIT SE SMALL TOOLS FOR WW-PW/WW 7/8/2025
DICK MILLER INC CIP 22-26 EL TOYON PARK PROP 68 IMPROVEMENTS 7/8/2025 FLEET SERVICES INC MOP 67804 AUTO SUPPLIES FY25-PW/EQM 7/8/2025 BALL AUTOMOTIVE GROU IGNITION KEY FY25-PW/EQM 7/8/2025
CALIFORNIA ELECTRIC MOP 45698 ELECTRIC SUPPLIES FY25-PW/FAC 7/8/2025 Eng/PW
AMAZON CAPITAL SERVI EDGE TRIMMERS FOR PARKS FY25-PW/PARKS 7/8/2025

Warrant Register #2
7/4/2025 to 7/10/2025
375156 274.19
375156 433.91
375156 54.91
375156 296.53
375156 65.55
375156 185.13
375156 11.70
375156 35.83
375156 43.04
375156 54.24
375156 84.02
375156 401.29
375156 481.07
375156 139.52
375156 417.84
375156 100.76
375156 314.97
375156 267.48
375156 428.64
375156 15.62
375156 41.28
375157 4,800.00
375157 1,172.50
375158 28.75
375158 45.11
375158 80.16
375158 28.75
375158 80.16
375158 82.40
375158 82.40
375160 1,787.50
375161 149,063.15
375162 200.00
375163 365.36
375163 25.70
375163 2,460.23
375163 40.55
375163 108.49
375163 51.49
375163 52.96
375163 130.16
375163 11.45
SAN DIEGO GAS & ELEC GAS AND ELECTRIC FOR FACILITIES JUNE FY25-PW/ 7/8/2025 SAN DIEGO GAS & ELEC GAS AND ELECTRIC FOR STREETS JUNE FY25-PW/S 7/8/2025 SAN DIEGO GAS & ELEC GAS AND ELECTRIC FOR STREETS JUNE FY25-PW/S 7/8/2025 SAN DIEGO GAS & ELEC GAS AND ELECTRIC FOR STREETS JUN FY25-PW/ST 7/8/2025 SAN DIEGO GAS & ELEC GAS AND ELECTRIC FOR STREETS JUNE FY25-PW/S 7/8/2025 SAN DIEGO GAS & ELEC GAS AND ELECTRIC FOR STREETS JUNE FY25-PW/S 7/8/2025 SAN DIEGO GAS & ELEC GAS AND ELECTRIC FOR STREETS JUNE FY25-PW/S 7/8/2025 SAN DIEGO GAS & ELEC GAS AND ELECTRIC FOR FACILITIES JUNE FY25-PW/ 7/8/2025 SAM'S ALIGNMENT WHEEL ALIGNMENT SERVICES FY25-PW/EQM 7/8/2025 SAN DIEGO GAS & ELEC GAS AND ELECTRIC FOR FACILITIES JUNE FY25-PW/ 7/8/2025 RANDALL LAMB ASSOCIA NTP- STORMWATER PUMP AT SE CORNER MILE OF 7/8/2025 ROVE ENGINEERING INC CIP 24-21 VALLEY ROAD STORM DRAIN REPLACEME 7/8/2025 PRUDENTIAL OVERALL S MOP 45742 LAUNDRY SERVICES FY25-PW/EQM 7/8/2025 PRUDENTIAL OVERALL S MOP 45742 LAUNDRY SERVICES FY25-PW/EQM 7/8/2025 PRUDENTIAL OVERALL S MOP 45742 LAUNDRY SERVICES FY25-PW/FAC 7/8/2025 PRUDENTIAL OVERALL S MOP 45742 LAUNDRY SERVICES FY25-PW/PARKS 7/8/2025 PRUDENTIAL OVERALL S MOP 45742 LAUNDRY SERVICES FY25-PW/FAC 7/8/2025 PRUDENTIAL OVERALL S MOP 45742 LAUNDRY SERVICES FY25-PW/PARKS 7/8/2025 PROJECT PROFESSIONAL STORM - 3131 HOOVER AVE STORM DRAIN REPAIR 7/8/2025 PRUDENTIAL OVERALL S MOP 45742 LAUNDRY SERVICES FY25-PW/FAC 7/8/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/WW 7/8/2025 PROJECT PROFESSIONAL STORM- PROF SERVICES FOR 3131 VALLEY RD STO 7/8/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/STS 7/8/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/STS 7/8/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/STS 7/8/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/STS 7/8/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/STS 7/8/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/STS 7/8/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/WW 7/8/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/STS 7/8/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/STS 7/8/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/FAC 7/8/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/STS 7/8/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/STS 7/8/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/FAC 7/8/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/FAC 7/8/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/STS 7/8/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/FAC 7/8/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/FAC 7/8/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/FAC 7/8/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/FAC 7/8/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/FAC 7/8/2025

Warrant Register #2
7/4/2025 to 7/10/2025
375163 100.73
375164 84,537.52
375165 258.72
375166 6,542.51
375166 28,297.00
375167 282.92
375167 164.34
375167 1,210.98
375168 358.03
375170 36.99
375171 42.38
375171 573.57
375171 1,120.80
375172 177.91
375173 2,211.97
375173 138.62
375173 138.62
375173 388.92
375173 1,368.95
375173 3,559.42
375174 242.44
375174 387.90
375176 46.00
375176 48.00
375176 48.00
375176 48.00
375176 52.00
375176 52.00
375176 52.00
375176 52.00
375176 53.00
375176 72.00
375176 79.00
375176 92.00
375176 105.00
375176 105.00
375176 114.00
375176 115.00
375176 132.00
375179 444.97
375182 353.43
375185 972.50
VELOCITY TRUCK CENTE ENGINE/TRANSMISSION PARTS FOR FY25-PW/EQM 7/8/2025 VORTEX INDUSTRIES IN CITY WIDE ON SITE REPAIRS FY25-PW/FAC 7/8/2025 THE LLOYD PEST CONTR CITY WIDE PEST CONTROL FY25-PW/FAC 7/8/2025 VALLEY INDUSTRIAL SP MOP 46453 INDUSTRIAL SUPPLIES FY25-PW/FAC 7/8/2025 THE LLOYD PEST CONTR CITY WIDE PEST CONTROL FY25-PW/FAC 7/8/2025 THE LLOYD PEST CONTR CITY WIDE PEST CONTROL FY25-PW/FAC 7/8/2025 THE LLOYD PEST CONTR CITY WIDE PEST CONTROL FY25-PW/FAC 7/8/2025 THE LLOYD PEST CONTR CITY WIDE PEST CONTROL FY25-PW/FAC 7/8/2025 THE LLOYD PEST CONTR CITY WIDE PEST CONTROL FY25-PW/FAC 7/8/2025 THE LLOYD PEST CONTR CITY WIDE PEST CONTROL FY25-PW/FAC 7/8/2025 THE LLOYD PEST CONTR CITY WIDE PEST CONTROL FY25-PW/FAC 7/8/2025 THE LLOYD PEST CONTR CITY WIDE PEST CONTROL FY25-PW/FAC 7/8/2025 THE LLOYD PEST CONTR CITY WIDE PEST CONTROL FY25-PW/FAC 7/8/2025 THE LLOYD PEST CONTR CITY WIDE PEST CONTROL FY25-PW/FAC 7/8/2025 THE LLOYD PEST CONTR CITY WIDE PEST CONTROL FY25-PW/FAC 7/8/2025 THE LLOYD PEST CONTR CITY WIDE PEST CONTROL FY25-PW/FAC 7/8/2025 THE LLOYD PEST CONTR CITY WIDE PEST CONTROL FY25-PW/FAC 7/8/2025 THE LLOYD PEST CONTR CITY WIDE PEST CONTROL FY25-PW/FAC 7/8/2025 THE LLOYD PEST CONTR CITY WIDE PEST CONTROL FY25 7/8/2025 THE LLOYD PEST CONTR CITY WIDE PEST CONTROL FY25-PW/FAC 7/8/2025 TERRA BELLA NURSERY FILLER DIRT & RED BARK FY25-PW/PARKS 7/8/2025 TERRA BELLA NURSERY FILLER DIRT & RED BARK FY25-PW/PARKS 7/8/2025 SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES APR-JUN FY25-PW 7/8/2025 SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES APR-JUN FY25-PW 7/8/2025 SWEETWATER AUTHORITY WATER BILL FOR WASTEWATER APR-MAY FY25-PW 7/8/2025 SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES APR-JUN FY25-PW 7/8/2025 SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES FEB-APR FY25-PW 7/8/2025 SWEETWATER AUTHORITY WATER BILL FOR WASTEWATER APR-MAY FY25-PW 7/8/2025 STAPLES BUSINESS ADV MOP 45704 OFFICE SUPPLIES FY25-PW/ENG 7/8/2025 SUNBELT RENTALS, INC SOD CUTTER RENTAL FY25-PW/PARKS 7/8/2025 STAPLES BUSINESS ADV MOP 45704 OFFICE SUPPLIES FY25-PW/ENG 7/8/2025 STAPLES BUSINESS ADV MOP 45704 OFFICE SUPPLIES FY25-PW/ENG 7/8/2025 SITEONE LANDSCAPE SU MOP 69277 LANDSCAPE SUPPLIES FY25-PW/PARKS 7/8/2025 SO CAL TRUCK STOP MOP 45758 PROPANE FY25-PW/EQM 7/8/2025 SEDANO FORD OF LM, I R&M CITY VEHICLES FY25-PW/EQM 7/8/2025 SEDANO FORD OF LM, I R&M CITY VEHICLES FY25-PW/EQM 7/8/2025 SAN DIEGO MECHANICAL PREVENTATIVE HVAC MAINTENANCE FY25-PW/FAC 7/8/2025 SEDANO FORD OF LM, I R&M CITY VEHICLES FY25-PW/EQM 7/8/2025 SAN DIEGO HYDRAULICS MOP 85005 AUTO PARTS FY25-PW/EQM 7/8/2025 SAN DIEGO MECHANICAL PREVENTATIVE HVAC MAINTENANCE FY25-PW/FAC 7/8/2025 SAN DIEGO GAS & ELEC GAS AND ELECTRIC FOR STREETS JUNE FY25-PW/S 7/8/2025 SAN DIEGO GAS & ELEC GAS AND ELECTRIC FOR FACILITIES JUNE FY25-PW/ 7/8/2025

Warrant Register #2
7/4/2025 to 7/10/2025
375186 345.67
375186 1,471.39
375186 511.81
375187 2,475.19
375188 64,790.00
375190 103.37
375193 1,662.50
375193 11,337.50
375213 1,125.75
375227 363.19
375235 1,197.50
375235 1,353.97
375240 37.39
375240 124.57
375240 49.12
375240 260.74
375240 7.81
375240 28.64
375241 3,343.00
375241 3,440.00
375241 6,495.00
375242 917.37
375242 28.75
375242 45.11
375249 470.00
375249 3,680.00
375249 13,835.00
644,411.71
375116 400.00
375117 460.00
375118 780.00
375119 280.00
375120 460.00
375121 460.00
375122 135.00
375144 88,934.50
375206 2,582.50
375208 1,728.97
375209 18,176.07
375216 38,840.89
375217 32,741.49
HEALTH NET INC GRP #GX011A – JULY 2025 HEALTH NET INS 7/10/2025 HEALTH NET INC GRP #LB439A – JULY 2025 HEALTH NET INS 7/10/2025 DELTA DENTAL INSURAN JULY 2025 GRP #05-7029600000 PMI DENTAL INS 7/10/2025 DELTA DENTAL OF CALI JULY 2025 GRP #05-908600000 DENTAL INS PREMIER 7/10/2025 MILE OF CARS ASSOCIA FY25 MOC/LIGHTNING MAINT. DISTRICT SPEC. ASSE 7/8/2025 DAVID TAUSSIG AND AS DIF STUDY 7/10/2025
PIERSON, DARREN P RETIREE HEALTH BENEFITS - JULY 2025 7/8/2025 ROARK, LANNY RETIREE HEALTH BENEFITS - JULY 2025 7/8/2025 MCCABE, TOM RETIREE HEALTH BENEFITS - JULY 2025 7/8/2025 MEEKS, JEFFREY RETIREE HEALTH BENEFITS - JULY 2025 7/8/2025 DEPASCALE, AARON RETIREE HEALTH BENEFITS - JULY 2025 7/8/2025 IBARRA, JOE RETIREE HEALTH BENEFITS - JULY 2025 7/8/2025 Finance
CORNEJO, JAVIER RETIREE HEALTH BENEFITS - JULY 2025 7/8/2025 STC TRAFFIC INC PLAZA BLVD. TSA AND SYNCHRO 7/10/2025
Total for Eng/PW
STC TRAFFIC INC TRAFFIC SIGNAL SUPPORT SERVICES 7/10/2025 STC TRAFFIC INC STC - HSIP CYCLE 10 GRANTS~ 7/10/2025
PRUDENTIAL OVERALL S MOP 45742 LAUNDRY SERVICES FY25-PW/FAC 7/10/2025 PRUDENTIAL OVERALL S MOP 45742 LAUNDRY SERVICES FY25-PW/FAC 7/10/2025 PROJECT PROFESSIONAL STORM- PROF SERVICES FOR 3131 VALLEY RD STO 7/10/2025 PRUDENTIAL OVERALL S MOP 45742 LAUNDRY SERVICES FY25-PW/FAC 7/10/2025 PROJECT PROFESSIONAL CIP 22-25 FRANC ADMINISTRATION 7/10/2025 PROJECT PROFESSIONAL CIP 22-25- AMENDMENT # 1 FOR FRANC ADMINISTRA 7/10/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/FAC 7/10/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/FAC 7/10/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/FAC 7/10/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/FAC 7/10/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/FAC 7/10/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY25-PW/FAC 7/10/2025 O&O MOTORRAD INC 36K SERVICE & CLUTCH ON V #292-PW/EQM 7/10/2025 O&O MOTORRAD INC 36K SERVICE & CLUTCH ON V #292-PW/EQM 7/10/2025 GEOSYNTEC CONSULTANT HOMELESS ENCAMPMENT CLEANUP 7/10/2025 JAIME GARCIA, JR, ADA TOILET FY25-PW/FAC 7/10/2025
RANDALL LAMB ASSOCIA CNC ARTS CENTER ASSESSMENT 7/8/2025 RANDALL LAMB ASSOCIA CNC ARTS CENTER ASSESSMENT 7/8/2025 WHITE CAP, LP TRAFFIC SIGN PRINTER AND LAMINATOR 7/8/2025 WINSUPPLY SOUTH BAY PLUMBING SUPPLIES FY25-PW/FAC 7/8/2025 VULCAN MATERIALS COM ROADWAY MATERIALS FY25-PW/STS 7/8/2025 WAXIE SANITARY SUPPL BPO: JANITORIAL SUPPLIES FY25-PW/FAC 7/8/2025 VULCAN MATERIALS COM ROADWAY MATERIALS FY25-PW/STS 7/8/2025 VULCAN MATERIALS COM ROADWAY MATERIALS FY25-PW/STS 7/8/2025

Warrant Register #2
7/4/2025 to 7/10/2025
375218 816.26
375219 4,240.20
375220 65,895.66
375221 2,890.41
375222 316.45
375223 9.06
375228 226,895.94
375228 41,662.77
375234 239.25
375243 8,316.51
375250 2,710.16
375250 1,582.36
375250 9,013.11
375250 (3,399.08)
375250 10.09
375250 1,016.60
375250 74.66
548,269.83
375129 77.65
375129 1,360.00
375129 680.00
375134 75.00
375134 80.00
375134 150.00
375136 19.03
375141 380.00
375149 387.00
375150 364.08
375150 54.50
375158 25.00
375169 77.14
375169 174.83
375189 10.90
375198 735.44
375207 261.43
375211 2,521.80
375229 450.00
375229 544.80
375230 1,500.00
375240 40.12
9,968.72
PRO BUILD COMPANY MOP#45707, FALT PHIL MS ZC 8-32X3/4 7/10/2025 Total for Fire
MCGUIRE, DANIEL P EDUC REIMBURSEMENT, CO OFFCR 2B-GEN ADMIN 7/10/2025 MONTANO, HECTOR SPANISH CERT ACADEMY CLASSES 6/3-14/25 7/10/2025 ESGIL LLC PLAN CHECKS FOR FIRE, FY24-25 7/10/2025
MCGUIRE, DANIEL P EDUC REIMBRSMT, CO OFFICER 2E-WILDLAND CO O 7/10/2025 BOGLE, JEFFREY W EDUC REIMBRSMT, INSTRUCTOR 1:INSTRUCTIONAL 7/10/2025 DAY WIRELESS SYSTEMS ANTENNA, WHIP 700-80 MHZ FOR APX6000XE 7/10/2025 SMART & FINAL MOP #45756, FIRST STREET WATER 7/8/2025
WILLY'S ELECTRONIC S MOP#45763, MINI UHF MALE CONNECTOR 7/8/2025 PRUDENTIAL OVERALL S MOP #45742, 18X18 PURPLE SHOP TOWEL 7/8/2025 SMART & FINAL MOP #45756, FIRE STATION SUPPLIES 7/8/2025 PARR PUBLIC SAFETY UNDER DASH CONSOLE - APPARATUS #493 7/8/2025 PARR PUBLIC SAFETY MOUNTING BRACKET FITS MOTORAL APX 6000/7000 7/8/2025 INTERNATIONAL EMERGE INSTALLATION SERVICES - RADIO ANTENNAS 7/8/2025 OSUNA, ADOLFO REIMBRSMNT, EMT-P PARAMEDIC RECERT, LIC &LIV 7/8/2025 DEVINE, SEAN EDUCATIONAL REIMBRSMT, INSTRUCTOR ETHICS, 6 7/8/2025 FEDEX FEDEX SHIPPING HEADSETS TO SIGTRONIC CORP 7/8/2025 DEVINE, SEAN EDUCATIONAL REIMBRSMT, ETHICS 6-3-25 7/8/2025 DEVINE, SEAN EDUCATIONAL REIMBRSMT, CEET, 6-4-25 7/8/2025 BIT PROS INC ANNUAL SERVICE - PUMP TEST 7/8/2025
BIT PROS INC ANNUAL SERVICE - PUMP TEST 7/8/2025
Fire
BIT PROS INC ANNUAL SERVICE - PUMP TEST 7/8/2025
THE LINCOLN NATIONAL JULY 2025 - GRP #415491 LIFE & AD&D, STD, LTD INS 7/10/2025 Total for Finance
THE LINCOLN NATIONAL JULY 2025 - GRP #415491 LIFE & AD&D, STD, LTD INS 7/10/2025 THE LINCOLN NATIONAL JULY 2025 - GRP #415491 LIFE & AD&D, STD, LTD INS 7/10/2025 THE LINCOLN NATIONAL JULY 2025 - GRP #415491 LIFE & AD&D, STD, LTD INS 7/10/2025 THE LINCOLN NATIONAL JULY 2025 - GRP #415491 LIFE & AD&D, STD, LTD INS 7/10/2025 THE LINCOLN NATIONAL JULY 2025 - GRP #415491 LIFE & AD&D, STD, LTD INS 7/10/2025 THE LINCOLN NATIONAL JULY 2025 - GRP #415491 LIFE & AD&D, STD, LTD INS 7/10/2025 NOWDOCS INTERNATIONA #284 CHECK STOCK BLUE BOTTOM FOR PAYROLL 7/10/2025 RELIANCE STANDARD JULY 2025 - GRP VAI826233, VCI801146, & VG180848 7/10/2025 KAISER FOUNDATION HE JULY 2025 - GROUP #104220 KAISER INS ACTIVE 7/10/2025 KAISER FOUNDATION HE JULY 2025 - GROUP #104220 KAISER INS ACTIVE 7/10/2025 HEALTH NET INC GRP #ZI454A – JULY 2025 HEALTH NET INS 7/10/2025 HEALTH NET INC GRP #ZI454F – JULY 2025 HEALTH NET INS 7/10/2025 HEALTH NET INC GRP #R1192A – JULY 2025 HEALTH NET INS 7/10/2025 HEALTH NET INC GRP #R1192R – JULY 2025 HEALTH NET - D. JONES 7/10/2025 HEALTH NET INC GRP #LB439F – JULY 2025 HEALTH NET INS 7/10/2025 HEALTH NET INC GRP #N8240A – JULY 2025 HEALTH NET INS 7/10/2025