San Marcos City Council
January 27, 2026

City of San Marcos 1 Civic Center Drive
San Marcos, CA 92069
Tuesday, January 27, 2026
Regular City Council Meeting
Special San Marcos Successor Agency to the San Marcos Redevelopment Agency Meeting Special San Marcos Successor Housing Agency to the San Marcos Redevelopment Agency Meeting Regular Fire Protection District Meeting
Special San Marcos Public Financing Authority Meeting
Regular San Marcos Public Facilities Authority Meeting
City Council Chambers
6 PM
City Council Regular Agenda
Cell Phones: As a courtesy to others, please silence your cell phone or pager during the meeting and engage in conversations outside the Council Chambers.

Americans with Disabilities Act: If you need special assistance to participate in this meeting, please contact the City Clerk at (760) 744 1050, ext. 3145. Notification 48 hours in advance will enable the City to make reasonable arrangements to ensure accessibility to this meeting. Assisted listening devices are available for the hearing impaired. Please see the City Clerk if you wish to use this device.

Public Comment: If you wish to address the City Council, please complete a “Request to Speak” form. Forms are located at the rear of the Council Chambers. Be sure to indicate which item number you wish to address .

Comments are limited to THREE minutes, unless you meet the requirements of a formal or informal organization and have registered your organization with the City Clerk in advance. Speakers are asked to fill out a “Request to Speak” form and hand it to staff, although provision of a name, address, or other identifying information is optional.

The Oral Communication segment of the agenda is for the purpose of allowing the public to address the City Council on any matter NOT listed on the agenda. Speakers are limited to one opportunity to address the Council under Oral Communications. The Oral Communication segment is split on the agenda and begins with a 15 minute timed segment during which the Council will hear as many speakers as possible. Upon the conclusion of the 15 minute timed segment, any remaining speakers will automatically be called during the continuation of the Oral Communication segment at the end of the agenda. Subject to very limited exceptions, the City Council is prohibited by state law from discussing or taking action on items NOT listed on the Agenda. However, they may refer the matter to staff for a future report and recommendation. If you wish to speak under “Oral Communications,” please complete a “Request to Speak” form as noted above in advance of the start of that portion of the meeting.

Meeting Schedule and Broadcast Information: Regular City Council meetings are held on the second and fourth Tuesday of each month at 6:00 pm in the Council Chambers. City meetings are broadcast LIVE on San Marcos Community Television (SMTV) on Cox Channel 19, Time Warner Channel 24 and AT&T Channel 99. Meetings are also streamed live and archived online at www.san marcos.net.

Agenda related writings or documents provided to a majority of the City Council after distribution of the agenda packet will be available for public inspection at the time of distribution in the City Clerk Department located on the second floor of City Hall, 1 Civic Center Drive, San Marcos, CA during normal business hours. The same materials are also posted online at www.san marcos.net as time permits.

1 January 27, 2026City Council Regular Agenda

CALL TO ORDER

PLEDGE OF ALLEGIANCE

INVOCATION

ROLL CALL

PROCLAMATIONS AND PRESENTATIONS
A. RANCHO SANTA FE FIRE PROTECTION DISTRICT RECOGNITION B. PROCLAIM HUMAN TRAFFICKING AWARENESS MONTH

CONSENT CALENDAR
Consent Calendar items are considered routine and will be approved by one motion, with no separate discussion prior to voting unless the public, staff, or Council Member(s) request that specific item(s) be removed from the Consent Calendar for separate discussion or action. Speaker slips for this category must be presented to the City Clerk at the start of the meeting. Speakers are limited to three minutes.

WAIVER OF TEXT. This item is to waive the reading of the text of all ordinances and resolutions introduced and adopted at this meeting.

Ordinances and resolutions shall be introduced or adopted by title. 26-27861.

Recommendation: WAIVE
APPROVAL OF MINUTES26-27872.

Recommendation: APPROVE the minutes of the City Council regular meeting on January 13, 2026. 01-13-26RAttachments:

APPROVAL OF WARRANTS26-27883.

Recommendation: APPROVE City Council, Successor Agency, and Fire Protection District warrants dated January 2026.

Warrants 1-27-26Attachments:

RESOLUTION NO. 2026-9533 - APPROVING AMENDMENTS TO THE

SAN MARCOS PENALTY FEE SCHEDULE FOR PARKING

VIOLATIONS
TMP-23804.

Recommendation: APPROVE resolution to modify the Penalty Fee Schedule for Parking Violations Resolution Penalty Fee Update 2026
2026 Penalty Fee Schedule Parking Violations
Attachments:

2 January 27, 2026City Council Regular Agenda
RESOLUTION NO. 2026-9534 - APPROVING THE 2026 LEGISLATIVE

PLATFORM
26-27895.

Recommendation: ADOPT a resolution approving the 2026 San Marcos Legislative Platform to guide the City's legislative program and advocacy activities.
2026 Legislative Platform Clean
CalCities Adopted-2025-Advocacy-Priorities
CalCities 2025-26-advocacy-priorities_final
Legislative Platform Reso
Attachments:

RESOLUTION NO. 2026-9535 - AUTHORIZATION TO NEGOTIATE AN

AGREEMENT WITH THE SAN ELIJO HILLS COMMUNITY

ASSOCIATION FOR THE CONSTRUCTION OF PRIVATELY FUNDED

IMPROVEMENTS AT SAN ELIJO HILLS PARK, AND DELEGATE

AUTHORITY TO THE CITY MANAGER TO NEGOTIATE, FINALIZE,

EXECUTE, AND IMPLEMENT THE AGREEMENT AND ASSOCIATED

DOCUMENTS AND ACTIONS
TMP-23856.

Recommendation: ADOPT a resolution authorizing the City Manager to negotiate an agreement with the San Elijo Hills Community Association (HOA) for the privately funded construction of public improvements at San Elijo Hills Park, known as Assessor's Parcel Numbers 223-041-06, 09, and 10, located at the northwesterly quadrant of the intersection of San Elijo Road and Elfin Forest Road and delegating authority to the City Manager to negotiate, finalize, and execute the agreement and any related documents.

Reso to Authorize Negotiaton of Agreement
San Elijo Hill Park - Dog Park - City Formal Submittal #1 _ 12-9-25 SEHF_PumpSkate
2026-01-27 Errata
Attachments:

ORAL COMMUNICATIONS
Persons wishing to speak on items not on the agenda may do so during this time period, provided remarks are confined to matters within the subject matter jurisdiction of the City Council. Speakers are limited to three minutes.

Please complete a “Request to Speak” form and place in basket provided at the rear of the Chamber in advance of the start of that portion of the meeting. The first Oral Communication segment consists of a 15 minute timed segment during which the Council will hear as many speakers as possible. Any speakers not heard during the first Oral Communications segment will automatically be called during the continuation of the Oral Communication segment at the end of the agenda. Please note that, subject to very limited exceptions, the City Council is precluded by State law from discussing or taking action on any topic that is not included on the posted agenda.

REPORTS (INCLUDING AB 1234 REPORTING REQUIREMENTS - GC 53232.3(D))

SAN DIEGO ASSOCIATION OF GOVERNMENTS REPORT (MAYOR
JONES)
26-27807.

Recommendation: Note and File

3 January 27, 2026City Council Regular Agenda

LEAGUE OF CALIFORNIA CITIES REPORT (COUNCILMEMBER

MUSGROVE)
26-27818.

Recommendation: Note and File

NORTH COUNTY TRANSIT DISTRICT REPORT (DEPUTY MAYOR

SANNELLA)
26-27829.

Recommendation: Note and File.

NORTH COUNTY DISPATCH JOINT POWERS AUTHORITY REPORT
(COUNCILMEMBER LEBLANG)
26-278310.

Recommendation: Note and File
CLEAN ENERGY ALLIANCE REPORT (COUNCILMEMBER NUÑEZ)26-278411.

Recommendation: Note and File
CITY COUNCIL BUSINESS VISITS26-278512.

Recommendation: Note and File

COUNCIL COMMENTARY

ADJOURNMENT

STATE OF CALIFORNIA )
COUNTY OF SAN DIEGO ) SS.

CITY OF SAN MARCOS )

I, PHILLIP SCOLLICK, CITY CLERK OF THE CITY OF SAN MARCOS, HEREBY CERTIFY

THAT I CAUSED THE POSTING OF THIS AGENDA IN THE GLASS DISPLAY CASE AT THE NORTH ENTRANCE OF CITY HALL AND ON THE CITY'S WEBSITE ON JANUARY 23, 2026, 5:30 P.M.

DATE: JANUARY 23, 2026

PHILLIP SCOLLICK, CITY CLERK

4 City of San Marcos
Staff Report
1 Civic Center Drive
San Marcos, CA 92069
File #:26-2786
MEETING DATE:

January 2026
SUBJECT:

WAIVER OF TEXT. This item is to waive the reading of the text of all ordinances and resolutions introduced and adopted at this meeting. Ordinances and resolutions shall be introduced or adopted by title.

WAIVE
Prepared by: City Clerk’s Office
Approved by: Michelle Bender, City Manager
City of San Marcos Printed on 1/23/2026Page 1 of 1
powered by Legistar™
5 City of San Marcos
Staff Report
1 Civic Center Drive
San Marcos, CA 92069
File #:26-2787
MEETING DATE:

January 27, 2026
SUBJECT:

APPROVAL OF MINUTES
Recommendation
APPROVE the minutes of the City Council regular meeting on January 13, 2026.

Prepared by: Micki Olinger Chavez, Deputy City Clerk
Reviewed by: Phil Scollick, City Clerk
Approved by: Michelle Bender, City Manager
City of San Marcos Printed on 1/23/2026Page 1 of 1
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6 MINUTES
Regular Meeting of the San Marcos City Council

TUESDAY, JANUARY 13, 2026
City Council Chambers
1 Civic Center Drive, San Marcos, CA 92069

Regular City Council Meeting
Special City of San Marcos as Successor Agency to the San Marcos Redevelopment Agency Meeting Special City of San Marcos as Successor Housing Agency to the San Marcos Redevelopment Agency Meeting Regular Fire Protection District Meeting
Special San Marcos Public Financing Authority Meeting
Regular San Marcos Public Facilities Authority Meeting

CALL TO ORDER: Mayor Jones called the City Council meeting to order at 6:00 PM.

PLEDGE OF ALLEGIANCE: Led by Mayor Jones

INVOCATION: Led by Mayor Jones.

ROLL CALL:

PRESENT: COUNCILMEMBERS: JONES, MUSGROVE, NUÑEZ, SANNELLA ABSENT: COUNCILMEMBERS: LEBLANG

ALSO PRESENT: City Manager Bender, City Attorney Peak , Deputy City Clerk Olinger Chavez, and City Clerk Scollick.

CONSENT CALENDAR:

MOVED TO APPROVE CONSENT CALENDAR BY DEPUTY MAY OR SANNELLA , SECONDED BY COUNCILMEMBER MUSGROVE.

AYES: COUNCILMEMBERS: JONES, MUSGROVE, NUÑEZ, SANNELLA NOES: COUNCILMEMBERS: NONE
ABSENT: COUNCILMEMBERS: LEBLANG

1. WAIVER OF TEXT. This item is to waive the reading of the text of all ordinances and resolutions introduced and adopted at this meeting. Ordinances and resolutions shall be introduced or adopted by title.
7 Regular City C Regular City Council
Tuesday, January 13, 2026 | Page 2 of 5

2. APPROVAL OF MINUTES. Approved the minutes of a City Council regular and special meetings on December 9, 2025.

3. APPROVAL OF WARRANTS. Approved City Council, Successor Agency, and Fire Protection District warrants dated November and December 2025.

4. ACCEPT SPRINGDALE ESTATES RENT REVIEW PETITION AND SET HEARING BEFORE THE MOBILEHOME RENT REVIEW COMMISSION TO CONSIDER PROPOSED SPACE RENT INCREASE .

Accepted the City Clerk's Certification of the rent review petition filed with respect to Springdale Estates, SCHEDULE a hearing before the Mobilehome Rent Review Commission concerning said proposed space rent increase, recommended to occur on March 10, 2026 at 2: 00 pm, and acknowledge that the City Manager or designee may reschedule said hearing in the event the parties mutually request a revised hearing date and time pursuant to Resolution 2023 -9242 and revised Mobilehome Rent Review Commission Procedures.

5. ORDINANCE NO. 2025 -1575 - SECOND READING OF ORDINANCE AMENDING SAN MARCOS MUNICIPAL CODE TITLE 17 (BUILDINGS, CONSTRUCTION, AND RELATED ACTIVITIES) AND ADOPTING LOCAL AMENDMENTS TO THE CALIFORNIA BUILDING CODE . Adopted (Second Reading) Ordinance No. 2025 -1575 amending the San Marcos Municipal Code Title 17 (Buildings, Construction, and Related Activities), and adopting local amendments to the California Building Code.

6. ORDINANCE NO. 2025-1576 - SECOND READING OF ORDINANCE AMENDING TITLE 14, CHAPTER

14.04 (HIGHWAYS AND TRAFFIC - APPLICATIONS, PERMITS, AND GENERAL PROVISIONS) AND TITLE 17, CHAPTER 17.32 (GRADING AND RELATED ACTIVITIES), OF THE SAN MARCOS MUNICIPAL CODE. Adopted (Second Reading) Ordinance No. 2025-1576 amending Title 14, Chapter

14.04 (Highways and Traffic - Applications, Permits, and General Provisions) and Title 17 Chapter

17.32 (Grading and Related Activities) of the San Marcos Municipal Code.

7. ORDINANCE NOS. 2025 -1572, 1573 & 1574 - SECOND READING OF AMENDMENTS TO THE

UNIVERSITY DISTRICT SPECIFIC PLAN (UDSP), AN AMENDMENT TO THE HEART OF THE CITY SPECIFIC PLAN (HOCSP), AND A MUNICIPAL CODE SECTION 20.400.180 TEXT AMENDMENT . 1.

Adopted (Second Reading) Ordinance No. 2025 -1572 (Specific Plan Amendment SP24 -0003) approving various changes to the University District Specific Plan (UDSP) including but not limited to adding a Self -Storage Overlay Zone with associated development standards, u pdating the Transportation Demand Management (TDM) Plan, making minor adjustments to the public art section, and expanding the Specific Plan boundary . 2. Adopted (Second Reading) Ordinance No. 2025-1573 (Specific Plan Amendment SP25-0001) approving various changes to the Heart of the City Specific Plan (HOCSP) including but not limited to removing two properties from the HOCSP and updating descriptions associated with these two properties . 3. A dopted (Second Reading) Ordinance No. 2025 -1574 (Text Amendment TA24 -0004) to amend Municipal Code Section

20.400.180 to specify that the section does not apply to the University District Specific Plan Self Storage Overlay Zone and find the Text Amendment is exempt from CEQA (EX25-036). 8 Regular City C Regular City Council
Tuesday, January 13, 2026 | Page 3 of 5

8. FISCAL YEAR 2024 -25 ANNUAL COMPREHENSIVE FINANCIAL REPORT (ACFR). Noted and Filed the City's Annual Comprehensive Financial Report (ACFR) for the fiscal year ended June 30, 2025 along with the independent auditors' letter to the City Council regarding audit results.

9. RESOLUTION NO. SA 2026 -037 - APPROVING THE 26-27 RECOGNIZED OBLIGATION PAYMENTS

SCHEDULE (ROPS) AND ADMINISTRATION BUDGET AS REQUIRED BY HEALTH & SAFETY CODE SECTION 34177. Adopted a Successor Agency resolution approving the Recognized Obligation Payment Schedule (ROPS) and Administration Budget for the required filing period of July 1, 2026 through June 30, 2027.

10. RESOLUTION NO. 2026 -9532 - AUTHORIZING A BUDGET AMENDMENT TO FISCAL YEAR 25 -26 OPERATING BUDGET FOR THE AWARDED 2025 SAFE SAN DIEGO GRANT FUNDS. Adopted a resolution authorizing a budget amendment to the fiscal year (FY) 25 -26 Operating Budget for the awarded 2025 SAFE San Diego Grant funds for the San Marcos Community Emergency Response Team (CERT).

ORAL COMMUNICATIONS
Liz Santos, resident, spoke in support of i ndividual property rights and current development issues.

John Mosher, resident, spoke in support of legislation supporting mobile home parks.

Natalie Aguilar, Universidad Popular, spoke on the upcoming events at Universidad Popular.

Marlene Walder , resident, spoke in s upport of assistance for resident s regarding utility billing issues.

NEW BUSINESS

11. APPOINTMENTS TO CITY BOARDS, COMMITTEES, AND COMMISSIONS. Appoint individuals to positions on City Boards, Committees and Commissions.

CLIMATE ACTION PLAN WORKING GROUP: Arturo Rico and Rebecca Rosaler attended and gave a brief statement.

MOVED BY MAYOR JONES, SECONDED BY DEPUTY MAYOR SANNELLA TO APPOINT REBECCA ROSALER TO A REGULAR POSITION.

AYES: COUNCILMEMBERS: JONES, MUSGROVE, NUÑEZ, SANNELLA NOES: COUNCILMEMBERS: NONE
ABSENT: COUNCILMEMBERS: LEBLANG

PARKS AND RECREATION COMMISSION: Angelica Garcia, Arturo Rico, Jay Franklin, Lindsey Smith, and Marie Marcinko attended and gave a brief statement. 9 Regular City C Regular City Council
Tuesday, January 13, 2026 | Page 4 of 5

MOVED BY MAYOR JONES, SECONDED BY COUNCILMEMBER MUSGROVE TO APPOINT JAY

FRANKLIN TO A REGULAR POSITION AND APPOINT ANGELICA GARCIA TO AN ALTERNATE POSITION.

AYES: COUNCILMEMBERS: JONES, MUSGROVE, NUÑEZ, SANNELLA NOES: COUNCILMEMBERS: NONE
ABSENT: COUNCILMEMBERS: LEBLANG

PLANNING COMMISSION: Alison Stanton, Arturo Rico, Fatima Guerrero, John Wider, Kevin Norris, Lindsey Smith, Lionel Saulsberry, Marie Marcinko, and Michael Barnett attended and gave a brief statement.

MOVED BY MAYOR JONES, SECONDED BY DEPUTY MAYOR SANNELLA TO APPOINT FATIMA

GUERRERO, KEVIN NORRIS, LIONEL SAULSBERRY , AND MICHAEL BARNETT TO REGULAR POSITION; AND APPOINT MARIE MARCINKO AND LINDSEY SMITH TO AL TERNATE POSITIONS.

AYES: COUNCILMEMBERS: JONES, MUSGROVE, NUÑEZ, SANNELLA NOES: COUNCILMEMBERS: NONE
ABSENT: COUNCILMEMBERS: LEBLANG

COMMUNITY FOUNDATION: Carol Gendel, Eliza King, and Katie Croskrey attended and gave a brief statement.

MOVED BY MAYOR JONES, SECONDED BY COUNCILEMBER MUSGROVE TO APPOINT CAROL

GENDEL AND STEPHANIE BUSSEN TO REGULAR POSITION S AND APPOINT ELIZA KING TO AN ALTERNATE POSITION.

AYES: COUNCILMEMBERS: JONES, MUSGROVE, NUÑEZ, SANNELLA NOES: COUNCILMEMBERS: NONE
ABSENT: COUNCILMEMBERS: LEBLANG

ORAL COMMUNICATIONS - CONTINUED
No public comments.

REPORTS (Including AB 1234 Reporting Requirements)

12. SAN DIEGO ASSOCIATION OF GOVERNMENTS REPORT – MAYOR JONES . Report given. No action taken.

13. LEAGUE OF CALIFORNIA CITIES REPORT – COUNCILMEMBER MUSGROVE. Report given. No action taken.

14. NORTH COUNTY TRANSIT DISTRICT REPORT – DEPUTY MAYOR SANNELLA. Report given. No action taken.
10 Regular City C Regular City Council
Tuesday, January 13, 2026 | Page 5 of 5

15. NORTH COUNTY DISPATCH JOINT POWERS AUTHORITY REPORT – COUNCILMEMBER LEBLANG. No report given. No action taken.

16. CLEAN ENERGY ALLIANCE REPORT – COUNCILMEMBER NUÑEZ. Report given. No action taken.

17. CITY COUNCIL BUSINESS VISITS – DEPUTY MAYOR SANNELLA and COUNCILMEMBER MUSGROVE visited GL Pools. Report given. No action taken.

COUNCIL COMMENTARY

Mayor Jones announced the city has begun a Blue Zone study.

ADJOURNMENT

MAYOR JONES adjourned the meeting at 7:34 p.m.

________________________________
REBECCA D. JONES, MAYOR

CITY OF SAN MARCOS
ATTEST:

______________________________

PHILLIP SCOLLICK, CITY CLERK

CITY OF SAN MARCOS
11 City of San Marcos
Staff Report
1 Civic Center Drive
San Marcos, CA 92069
File #:26-2788
MEETING DATE:

January 27, 2026
SUBJECT:

APPROVAL OF WARRANTS
Recommendation
APPROVE City Council, Successor Agency, and Fire Protection District warrants dated January 2026.

Attachment
Warrants
Prepared by: Micki Olinger Chavez, Deputy City Clerk
Approved by: Michelle Bender, City Manager
City of San Marcos Printed on 1/23/2026Page 1 of 1
powered by Legistar™
12 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR 1121 AMERIGAS PROPANE, LP
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2276 BEST BEST & KRIEGER
187590 11/17/2025 AP336 179535 3,806.00 3,806.00 01/07/2026 INV PD GENERAL PUBLI INVOICE:1046029 CHECKDATE:01/07/2026
7239 AMORANTO FAMILY LLC
187592 12/14/2025 AP336 179536 1,505.61 1,505.61 01/07/2026 INV PD BIOHAZARDOUS INVOICE:3162 CHECKDATE:01/07/2026
4823 COAST NEWS INC
187612 12/19/2025 AP336 179537 58.13 58.13 01/07/2026 INV PD LEGAL AD SERV INVOICE:00159599 CHECKDATE:01/07/2026
187610 12/19/2025 AP336 179537 50.38 50.38 01/07/2026 INV PD LEGAL AD SERV INVOICE:00159600 CHECKDATE:01/07/2026
187611 12/19/2025 AP336 179537 58.13 58.13 01/07/2026 INV PD LEGAL AD SERV INVOICE:00159601 CHECKDATE:01/07/2026
187613 12/19/2025 AP336 179537 131.75 131.75 01/07/2026 INV PD LEGAL AD SERV INVOICE:00159644 CHECKDATE:01/07/2026

298.39
5459 COLONIAL LIFE & ACCIDENT INSURANCE COMPANY
187614 12/10/2025 AP336 179538 1,447.34 1,447.34 01/07/2026 INV PD PREM SVC: DEC INVOICE:48359301210229 CHECKDATE:01/07/2026
5944 GAFCON PM-CM, LLC
187625 12/09/2025 AP336 179539 117.52 117.52 01/07/2026 INV PD DBE AND LABOR INVOICE:53029 CHECKDATE:01/07/2026
187626 12/09/2025 AP336 179539 323.78 323.78 01/07/2026 INV PD DBE AND LABOR INVOICE:53031 CHECKDATE:01/07/2026
187628 12/09/2025 AP336 179539 251.79 251.79 01/07/2026 INV PD DBE AND LABOR INVOICE:53032 CHECKDATE:01/07/2026
187629 12/09/2025 AP336 179539 258.92 258.92 01/07/2026 INV PD DBE AND LABOR INVOICE:53039 CHECKDATE:01/07/2026
187627 25000575 12/09/2025 AP336 179539 368.11 368.11 01/07/2026 INV PD TO 11 - DBE A INVOICE:53043 CHECKDATE:01/07/2026
187630 26000120 12/09/2025 AP336 179539 272.82 272.82 01/07/2026 INV PD DBE AND LABOR INVOICE:53044 CHECKDATE:01/07/2026

1,592.94
6736 HPS MECHANICAL, INC.
187670 11/26/2025 AP336 179540 542.85 542.85 01/07/2026 INV PD PLUMBING REPA INVOICE:2737-170 CHECKDATE:01/07/2026
187671 12/10/2025 AP336 179540 288.15 288.15 01/07/2026 INV PD PLUMBING REPA INVOICE:2737-171 CHECKDATE:01/07/2026
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DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR 187672 12/10/2025 AP336 179540 581.34 581.34 01/07/2026 INV PD PLUMBING REPA INVOICE:2737-172 CHECKDATE:01/07/2026
187673 12/10/2025 AP336 179540 593.93 593.93 01/07/2026 INV PD PLUMBING REPA INVOICE:2737-173 CHECKDATE:01/07/2026
187674 12/23/2025 AP336 179540 531.38 531.38 01/07/2026 INV PD PLUMBING REPA INVOICE:2737-175 CHECKDATE:01/07/2026

2,537.65
1787 PARKHOUSE TIRE, INC.
187682 12/01/2025 AP336 179541 2,223.70 2,223.70 01/07/2026 INV PD TIRES INVOICE:3020311474 CHECKDATE:01/07/2026
187683 11/26/2025 AP336 179541 2,353.54 2,353.54 01/07/2026 INV PD TIRES INVOICE:3020311476 CHECKDATE:01/07/2026
187684 12/02/2025 AP336 179541 -1,923.01 -1,923.01 12/02/2025 CRM PD CREDIT FOR TI INVOICE:3020311499 CHECKDATE:01/07/2026
187685 12/17/2025 AP336 179541 209.50 209.50 01/07/2026 INV PD DISPOSAL FEES INVOICE:3020312177 CHECKDATE:01/07/2026

2,863.73
4689 PRECISION CONCRETE CUTTING
187689 12/04/2025 AP336 179542 24,000.00 24,000.00 01/07/2026 INV PD CONCRETE SLIC INVOICE:25-0363 CHECKDATE:01/07/2026
1716 PRINTER REPAIR DEPOT
187691 12/15/2025 AP336 179543 301.68 301.68 01/07/2026 INV PD TONER INVOICE:77818 CHECKDATE:01/07/2026
6653 QUENCH USA, INC
187692 01/01/2026 AP336 179544 168.24 168.24 01/07/2026 INV PD WATER COOLER INVOICE:INV10024854 CHECKDATE:01/07/2026
187694 01/01/2026 AP336 179544 119.63 119.63 01/07/2026 INV PD WATER COOLER INVOICE:INV10070497 CHECKDATE:01/07/2026
187693 01/01/2026 AP336 179544 190.32 190.32 01/07/2026 INV PD WATER COOLER INVOICE:INV10071367 CHECKDATE:01/07/2026

478.19
3518 ARIZONA MACHINERY LLC
187731 12/01/2025 AP336 179545 291.67 291.67 01/07/2026 INV PD HEAVY EQUIPME INVOICE:097554 CHECKDATE:01/07/2026
187732 12/10/2025 AP336 179545 598.71 598.71 01/07/2026 INV PD SMALL EQUIPME INVOICE:102375 CHECKDATE:01/07/2026

890.38
6769 LOS ANGELES TRUCK CENTERS, LLC
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187740 12/10/2025 AP336 179546 1,185.74 1,185.74 01/07/2026 INV PD HEAVY FIRE EQ INVOICE:XA290245712:01 CHECKDATE:01/07/2026
187741 12/15/2025 AP336 179546 56.54 56.54 01/07/2026 INV PD HEAVY FIRE EQ 14 &,7<2)6$10$5&26
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DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR INVOICE:XA290246119:01 CHECKDATE:01/07/2026

557.18
5838 ADMINSURE, INC.
187570 12/15/2025 AP336 179547 70,055.25 70,055.25 01/07/2026 INV PD PASIS WC CLAI INVOICE:18501 CHECKDATE:01/07/2026
1072 AETNA
187571 12/22/2025 AP336 179548 165,974.71 165,974.71 01/07/2026 INV PD HEALTH INS HM INVOICE:J2876639 CHECKDATE:01/07/2026
187572 12/22/2025 AP336 179548 1,497.90 1,497.90 01/07/2026 INV PD HEALTH INS HM INVOICE:J2876640 CHECKDATE:01/07/2026

167,472.61
1102 ALLIANT INSURANCE SERVICES, INC.
187574 12/12/2025 AP336 179549 1,709.00 1,709.00 01/07/2026 INV PD INSURANCE POL INVOICE:122225 CHECKDATE:01/07/2026
5460 AMAZON CAPITAL SERVICES, INC.
187767 12/01/2025 AP336 179550 378.29 378.29 01/07/2026 INV PD OFFICE SUPPLI INVOICE:1411-VCDW-163D CHECKDATE:01/07/2026
187768 12/01/2025 AP336 179550 329.58 329.58 01/07/2026 INV PD OFFICE SUPPLI INVOICE:1CL9-3JQV-X39C CHECKDATE:01/07/2026
187770 12/01/2025 AP336 179550 148.69 148.69 01/07/2026 INV PD OFFICE SUPPLI INVOICE:1F3W-PNPX-PJ6F CHECKDATE:01/07/2026
187766 12/01/2025 AP336 179550 382.08 382.08 01/07/2026 INV PD OFFICE SUPPLI INVOICE:1JPP-QJVL-QWTG CHECKDATE:01/07/2026
187771 12/01/2025 AP336 179550 41.63 41.63 01/07/2026 INV PD OFFICE SUPPLI INVOICE:1JPP-QJVL-YLT9 CHECKDATE:01/07/2026
187769 12/01/2025 AP336 179550 292.61 292.61 01/07/2026 INV PD OFFICE SUPPLI INVOICE:1KLM-46D3-W7DF CHECKDATE:01/07/2026
187764 12/01/2025 AP336 179550 3,918.77 3,918.77 01/07/2026 INV PD OFFICE SUPPLI INVOICE:1TCP-T4W3-Q36R CHECKDATE:01/07/2026

5,491.65
1177 AT&T
187576 11/25/2025 AP336 179551 30.87 30.87 01/07/2026 INV PD ACCT 76059101 INVOICE:187576 CHECKDATE:01/07/2026
187577 11/25/2025 AP336 179551 29.05 29.05 01/07/2026 INV PD ACCT 76074497 INVOICE:187577 CHECKDATE:01/07/2026

59.92 1178 AT&T/CALNET 3
187578 12/10/2025 AP336 179552 4,987.84 4,987.84 01/07/2026 INV PD BAN 939105302 INVOICE:000024501651 CHECKDATE:01/07/2026
187579 12/10/2025 AP336 179552 31.88 31.88 01/07/2026 INV PD BAN 939105398 INVOICE:000024501694 CHECKDATE:01/07/2026
187580 12/10/2025 AP336 179552 31.88 31.88 01/07/2026 INV PD BAN 939105399 INVOICE:000024501695 CHECKDATE:01/07/2026
15 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR 187581 12/10/2025 AP336 179552 216.87 216.87 01/07/2026 INV PD BAN 939105596 INVOICE:000024501772 CHECKDATE:01/07/2026
187582 12/10/2025 AP336 179552 266.88 266.88 01/07/2026 INV PD BAN 939105596 INVOICE:000024501773 CHECKDATE:01/07/2026
187583 12/10/2025 AP336 179552 93.47 93.47 01/07/2026 INV PD BAN 939106967 INVOICE:000024502499 CHECKDATE:01/07/2026
187584 12/10/2025 AP336 179552 31.88 31.88 01/07/2026 INV PD BAN 939108205 INVOICE:000024502537 CHECKDATE:01/07/2026

5,660.70
7021 BAY CITY EQUIPMENT INDUSTRIES, INC
187585 12/09/2025 AP336 179553 1,454.15 1,454.15 01/07/2026 INV PD GENERATOR REP INVOICE:W322101 CHECKDATE:01/07/2026
187586 12/12/2025 AP336 179553 1,580.06 1,580.06 01/07/2026 INV PD GENERATOR REP INVOICE:W322247 CHECKDATE:01/07/2026
187587 12/15/2025 AP336 179553 2,772.34 2,772.34 01/07/2026 INV PD GENERATOR REP INVOICE:W322298 CHECKDATE:01/07/2026
187588 12/16/2025 AP336 179553 2,118.91 2,118.91 01/07/2026 INV PD GENERATOR REP INVOICE:W322332 CHECKDATE:01/07/2026
187589 12/16/2025 AP336 179553 1,952.21 1,952.21 01/07/2026 INV PD GENERATOR REP INVOICE:W322335 CHECKDATE:01/07/2026

9,877.67
5532 CHRISTINA BIGGIN
187591 12/23/2025 AP336 179554 8,151.20 8,151.20 01/07/2026 INV PD INSTRUCTOR PA INVOICE:102925-122125 CHECKDATE:01/07/2026
4618 CATHLEEN BOSSALLER
187593 12/23/2025 AP336 179555 419.30 419.30 01/07/2026 INV PD INSTRUCTOR PA INVOICE:120125-123125 CHECKDATE:01/07/2026
2073 BOUND TREE MEDICAL, LLC
187594 12/16/2025 AP336 179556 867.21 867.21 01/07/2026 INV PD MEDICAL BILLA INVOICE:86029677 CHECKDATE:01/07/2026
187595 12/16/2025 AP336 179556 553.37 553.37 01/07/2026 INV PD MEDICAL BILLA INVOICE:86029678 CHECKDATE:01/07/2026
187596 12/16/2025 AP336 179556 28.48 28.48 01/07/2026 INV PD MEDICAL BILLA INVOICE:86029679 CHECKDATE:01/07/2026
187597 12/16/2025 AP336 179556 17.52 17.52 01/07/2026 INV PD MEDICAL BILLA INVOICE:86029680 CHECKDATE:01/07/2026
187598 12/16/2025 AP336 179556 996.51 996.51 01/07/2026 INV PD MEDICAL BILLA INVOICE:86029681 CHECKDATE:01/07/2026
187599 12/16/2025 AP336 179556 39.46 39.46 01/07/2026 INV PD MEDICAL BILLA INVOICE:86029682 CHECKDATE:01/07/2026

2,502.55
7483 CALIFORNIA STATE DISBURSEMENT UNIT
187600 12/19/2025 AP336 179557 876.46 876.46 01/07/2026 INV PD CASE #FLHE220 INVOICE:121925 CHECKDATE:01/07/2026
16 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR 7824 CAPEN PROFESSIONAL SERVICES
187241 10/14/2025 AP336 179558 6,237.25 6,237.25 12/17/2025 INV PD CONFIDENTIAL INVOICE:25-029 CHECKDATE:01/07/2026
1276 CITY OF CARLSBAD
187608 12/17/2025 AP336 179559 12,967.69 12,967.69 01/07/2026 INV PD WQIP COST SHA INVOICE:AR217834 CHECKDATE:01/07/2026
7218 CATHERINE A HUETT
187634 12/23/2025 AP336 179560 1,153.60 1,153.60 01/07/2026 INV PD INSTRUCTOR PA INVOICE:120125-123125 CHECKDATE:01/07/2026
6294 CCS FACILITY SERVICES - SAN DIEGO, INC.
187601 11/10/2025 AP336 179561 322.55 322.55 01/07/2026 INV PD JANITORIAL SU INVOICE:732770 CHECKDATE:01/07/2026
187602 11/18/2025 AP336 179561 682.73 682.73 01/07/2026 INV PD JANITORIAL SU INVOICE:732975 CHECKDATE:01/07/2026
187655 11/30/2025 AP336 179561 1,171.06 1,171.06 01/07/2026 INV PD JANITORIAL SU INVOICE:733776 CHECKDATE:01/07/2026
187656 11/30/2025 AP336 179561 213.08 213.08 01/07/2026 INV PD JANITORIAL SU INVOICE:733777 CHECKDATE:01/07/2026
187657 11/30/2025 AP336 179561 171.26 171.26 01/07/2026 INV PD JANITORIAL SU INVOICE:733778 CHECKDATE:01/07/2026
187653 11/30/2025 AP336 179561 472.27 472.27 01/07/2026 INV PD JANITORIAL SU INVOICE:733779 CHECKDATE:01/07/2026
187654 11/30/2025 AP336 179561 367.17 367.17 01/07/2026 INV PD JANITORIAL SU INVOICE:733780 CHECKDATE:01/07/2026
187658 11/30/2025 AP336 179561 1,270.53 1,270.53 01/07/2026 INV PD JANITORIAL SU INVOICE:733781 CHECKDATE:01/07/2026
187659 11/30/2025 AP336 179561 796.12 796.12 01/07/2026 INV PD JANITORIAL SU INVOICE:733782 CHECKDATE:01/07/2026
187660 11/30/2025 AP336 179561 746.50 746.50 01/07/2026 INV PD JANITORIAL SU INVOICE:733783 CHECKDATE:01/07/2026
187607 11/30/2025 AP336 179561 1,873.98 1,873.98 01/07/2026 INV PD CITYWIDE PARK INVOICE:733785 CHECKDATE:01/07/2026
187661 11/30/2025 AP336 179561 171.26 171.26 01/07/2026 INV PD JANITORIAL SU INVOICE:734309 CHECKDATE:01/07/2026

8,258.51
1280 CDW GOVERNMENT, INC.
187605 26000273 12/17/2025 AP336 179562 14,277.76 14,277.76 01/07/2026 INV PD CITYWIDE MONI INVOICE:AH32F3I CHECKDATE:01/07/2026
187603 26000275 12/18/2025 AP336 179562 7,712.14 7,712.14 01/07/2026 INV PD LAPTOP EQUIPM INVOICE:AH39C3X CHECKDATE:01/07/2026
187604 26000275 12/16/2025 AP336 179562 2,722.84 2,722.84 01/07/2026 INV PD LAPTOP EQUIPM INVOICE:AH3V37Y CHECKDATE:01/07/2026
187606 26000260 12/22/2025 AP336 179562 406.90 406.90 01/07/2026 INV PD LEAFOS LICENS INVOICE:AH4I96W CHECKDATE:01/07/2026
17 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR

25,119.64
6619 CLEAN EARTH ENVIRONMENTAL SOLUTIONS, INC
187609 11/22/2025 AP336 179563 9,261.00 9,261.00 01/07/2026 INV PD HHW MGMT SVC:

INVOICE:72404427098 CHECKDATE:01/07/2026
1488 COX COMMUNICATIONS
187662 12/01/2025 AP336 179564 55.44 55.44 01/07/2026 INV PD ACCT 00134101 INVOICE:187662 CHECKDATE:01/07/2026
187663 12/01/2025 AP336 179564 38.43 38.43 01/07/2026 INV PD ACCT 00134100 INVOICE:187663 CHECKDATE:01/07/2026
187664 12/03/2025 AP336 179564 635.00 635.00 01/07/2026 INV PD ACCT 00134101 INVOICE:187664 CHECKDATE:01/07/2026
187665 12/04/2025 AP336 179564 80.51 80.51 01/07/2026 INV PD ACCT 00134100 INVOICE:187665 CHECKDATE:01/07/2026
187666 12/04/2025 AP336 179564 57.65 57.65 01/07/2026 INV PD ACCT 00134101 INVOICE:187666 CHECKDATE:01/07/2026

867.03
5713 JANA CRACIUNESCU
187615 12/23/2025 AP336 179565 592.90 592.90 01/07/2026 INV PD INSTRUCTOR PA INVOICE:120125-123125 CHECKDATE:01/07/2026
3388 DELTA DENTAL INSURANCE COMPANY
187617 01/01/2026 AP336 179566 4,102.54 4,102.54 01/07/2026 INV PD VOL DENTAL HM INVOICE:BE006866657 CHECKDATE:01/07/2026
3397 DELTA DENTAL OF CALIFORNIA
187616 01/01/2026 AP336 179567 8,449.04 8,449.04 01/07/2026 INV PD VOL DENTAL PP INVOICE:BE006865321 CHECKDATE:01/07/2026
1395 DEPARTMENT OF INDUSTRIAL RELATIONS
187761 12/01/2025 AP336 179568 174,155.30 174,155.30 01/07/2026 INV PD DIR ASSESSMEN INVOICE:OSIP 73705 CHECKDATE:01/07/2026
1519 DIAMOND ENVIRONMENTAL SERVICES LP
187618 12/11/2025 AP336 179569 739.00 739.00 01/07/2026 INV PD 2025 TREE LIG INVOICE:0006649531 CHECKDATE:01/07/2026
3162 DIVISION OF THE STATE ARCHITECT
187773 01/06/2026 AP336 179570 486.40 486.40 01/07/2026 INV PD 10% CASP STAT INVOICE:010626 CHECKDATE:01/07/2026
4567 CHARLENE DONOVAN
187620 12/23/2025 AP336 179571 6,489.60 6,489.60 01/07/2026 INV PD INSTRUCTOR PA INVOICE:102125-121625 CHECKDATE:01/07/2026
18 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR 7602 ERIC DUANE WILLIAMS
187746 12/24/2025 AP336 179572 656.25 656.25 01/07/2026 INV PD INSTRUCTOR PA INVOICE:112625-121725 CHECKDATE:01/07/2026
4388 ESSENCO, INC.
187667 12/15/2025 AP336 179573 3,143.56 3,143.56 01/07/2026 INV PD CATERED MEALS INVOICE:SM-0041 CHECKDATE:01/07/2026
187668 12/15/2025 AP336 179573 2,433.00 2,433.00 01/07/2026 INV PD CATERED MEALS INVOICE:SM-0042(SP) CHECKDATE:01/07/2026
187669 12/19/2025 AP336 179573 2,804.81 2,804.81 01/07/2026 INV PD CATERED MEALS INVOICE:SM-0043 CHECKDATE:01/07/2026

8,381.37
6204 FABIANA IBANEZ DIEGUEZ
187619 12/23/2025 AP336 179574 10,833.69 10,833.69 01/07/2026 INV PD INSTRUCTOR PA INVOICE:102725-122025 CHECKDATE:01/07/2026
3509 FRANABEL S. ALEX-FLORESCA
187622 12/23/2025 AP336 179575 210.00 210.00 01/07/2026 INV PD INSTRUCTOR PA INVOICE:112425-12/22/25 CHECKDATE:01/07/2026
4593 FRANCHISE TAX BOARD
187623 12/19/2025 AP336 179576 50.00 50.00 01/07/2026 INV PD EWOT, PR26: 1 INVOICE:121925 CHECKDATE:01/07/2026
187624 12/19/2025 AP336 179577 183.79 183.79 01/07/2026 INV PD EWOT, PR26: 1 INVOICE:121925 2 CHECKDATE:01/07/2026
7262 GLOBAL DOOR & GATE, INC.
187642 11/16/2025 AP336 179578 350.00 350.00 01/07/2026 INV PD GATE REPAIR:

INVOICE:19856 CHECKDATE:01/07/2026
187643 11/16/2025 AP336 179578 1,467.50 1,467.50 01/07/2026 INV PD DOOR REPAIR:

INVOICE:19857 CHECKDATE:01/07/2026
187644 11/23/2025 AP336 179578 1,932.32 1,932.32 01/07/2026 INV PD DOOR REPAIR:

INVOICE:19868 CHECKDATE:01/07/2026
187645 11/23/2025 AP336 179578 568.75 568.75 01/07/2026 INV PD GATE REPAIR:

INVOICE:19869 CHECKDATE:01/07/2026

4,318.57
7248 ECOMPUTER, INC
187631 26000085 12/20/2025 AP336 179579 948.50 948.50 01/07/2026 INV PD PHONE CARRIER INVOICE:INV349259 CHECKDATE:01/07/2026
6023 GREG JOHNSON
187638 12/18/2025 AP336 179580 8,354.06 8,354.06 01/07/2026 INV PD VEHICLE ACCID INVOICE:9933 CHECKDATE:01/07/2026
19 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR 7003 HELIX ENVIRONMENTAL PLANNING, INC.
187632 12/11/2025 AP336 179581 2,250.00 2,250.00 01/07/2026 INV PD PROFESSIONAL INVOICE:131488 CHECKDATE:01/07/2026
1097 HIRSCH PIPE & SUPPLY
187633 12/11/2025 AP336 179582 37.41 37.41 01/07/2026 INV PD PLUMBING REPA INVOICE:1576255 CHECKDATE:01/07/2026
2452 MYERS AND SONS HIWAY SAFETY INC.
187675 12/10/2025 AP336 179583 80.24 80.24 01/07/2026 INV PD SIGN MAINTENA INVOICE:180274 CHECKDATE:01/07/2026
187676 12/12/2025 AP336 179583 463.28 463.28 01/07/2026 INV PD NO E-BIKES SI INVOICE:180417 CHECKDATE:01/07/2026
187677 12/12/2025 AP336 179583 317.28 317.28 01/07/2026 INV PD SIGN MAINTENA INVOICE:180421 CHECKDATE:01/07/2026
187678 12/17/2025 AP336 179583 3,358.20 3,358.20 01/07/2026 INV PD SIGN MAINTENA INVOICE:180566 CHECKDATE:01/07/2026
187679 12/17/2025 AP336 179583 52.50 52.50 01/07/2026 INV PD SIGN MAINTENA INVOICE:180567 CHECKDATE:01/07/2026
187680 12/18/2025 AP336 179583 1,123.30 1,123.30 01/07/2026 INV PD SIGN MAINTENA INVOICE:180607 CHECKDATE:01/07/2026

5,394.80
6722 HOLLY TAYLOR
187735 12/23/2025 AP336 179584 516.60 516.60 01/07/2026 INV PD INSTRUCTOR PA INVOICE:12012025-12312025 CHECKDATE:01/07/2026
1466 INTERNATIONAL ASSOCIATION OF FIRE CHIEFS
187636 09/24/2025 AP336 179585 285.00 285.00 01/07/2026 INV PD MEMBERSHIP RE INVOICE:000295238 CHECKDATE:01/07/2026
7139 INDU SINGH
187727 12/23/2025 AP336 179586 88.20 88.20 01/07/2026 INV PD INSTRUCTOR PA INVOICE:120125-123125 CHECKDATE:01/07/2026
7438 INNOVATIONS FOR TRANSPORTATION INC.
187635 10/25/2025 AP336 179587 2,050.00 2,050.00 01/07/2026 INV PD LADDERS INVOICE:2770 CHECKDATE:01/07/2026
7269 JACOBS PROJECT MANAGEMENT COMPANY
187637 26000272 06/30/2025 AP336 179588 1,341.92 1,341.92 01/07/2026 INV PD RAIL ROAD FLA INVOICE:D3750127-03 CHECKDATE:01/07/2026
1034 KATIE SILVA
187726 12/23/2025 AP336 179589 235.80 235.80 01/07/2026 INV PD INSTRUCTOR PA 20 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR INVOICE:102125-121625 CHECKDATE:01/07/2026
7534 LAURIE SHEAHAN
187724 12/23/2025 AP336 179590 196.00 196.00 01/07/2026 INV PD INSTRUCTOR PA INVOICE:120125-123125 CHECKDATE:01/07/2026
6998 LAZ KARP ASSOCIATES, LLC
187640 12/10/2025 AP336 179591 27,783.37 27,783.37 01/07/2026 INV PD PARKING ENFOR INVOICE:SI1043132 CHECKDATE:01/07/2026
1834 LIEBERT CASSIDY & WHITMORE
187647 11/30/2025 AP336 179592 1,053.50 1,053.50 01/07/2026 INV PD SPECIAL LEGAL INVOICE:310933 CHECKDATE:01/07/2026
187648 11/30/2025 AP336 179592 8,634.50 8,634.50 01/07/2026 INV PD SPECIAL LEGAL INVOICE:310934 CHECKDATE:01/07/2026

9,688.00
1903 MATHESON TRI-GAS INC.
187649 12/16/2025 AP336 179593 360.33 360.33 01/07/2026 INV PD MEDICAL BILLA INVOICE:0032520136 CHECKDATE:01/07/2026
187650 12/16/2025 AP336 179593 256.33 256.33 01/07/2026 INV PD MEDICAL BILLA INVOICE:0032520138 CHECKDATE:01/07/2026

616.66
4261 NEXTECH SYSTEMS, INC
187641 26000276 12/19/2025 AP336 179594 22,586.52 22,586.52 01/07/2026 INV PD ETHERWAN LAYE INVOICE:INV3776 CHECKDATE:01/07/2026
5970 NORTH STAR CONSULTING, INC.
187652 11/17/2025 AP336 179595 8,219.84 8,219.84 01/07/2026 INV PD PROFESSIONAL INVOICE:11188 CHECKDATE:01/07/2026
7349 OC INTERPRETING AGENCY
187833 12/18/2025 AP336 179596 320.00 320.00 01/07/2026 INV PD TRANSLATION S INVOICE:164689 CHECKDATE:01/07/2026
2097 PACIFIC PIPELINE SUPPLY
187681 12/11/2025 AP336 179597 244.77 244.77 01/07/2026 INV PD CONSTRUCTION INVOICE:S100483604.001 CHECKDATE:01/07/2026
7259 PARKWOOD LANDSCAPE MAINTENANCE, INC.
187686 12/08/2025 AP336 179598 398.10 398.10 01/07/2026 INV PD ADDITIONAL PO INVOICE:110519 CHECKDATE:01/07/2026
187687 12/08/2025 AP336 179598 536.40 536.40 01/07/2026 INV PD ADDITIONAL PO INVOICE:110520 CHECKDATE:01/07/2026
21 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR

934.50
6791 PEGGY LAWSON
187639 12/23/2025 AP336 179599 72.10 72.10 01/07/2026 INV PD INSTRUCTOR PA INVOICE:120125-123125 CHECKDATE:01/07/2026
1202 PRE-PAID LEGAL SERVICES, INC.
187688 12/25/2025 AP336 179600 725.15 725.15 01/07/2026 INV PD PR CONTRIBS:

INVOICE:122525 CHECKDATE:01/07/2026
7543 PRIMEX CLINICAL LABORATORIES, INC
187690 12/08/2025 AP336 179601 302.76 302.76 01/07/2026 INV PD WELLNESS PROG INVOICE:3161443 CHECKDATE:01/07/2026
7808 JEMCO EQUIPMENT CORP
187695 11/30/2025 AP336 179602 122.50 122.50 01/07/2026 INV PD MULCH WATTLES INVOICE:113025 CHECKDATE:01/07/2026
7045 REGIONAL GOVERNMENT SERVICES AUTHORITY
187696 08/31/2025 AP336 179603 2,851.70 2,851.70 01/07/2026 INV PD PAYROLL CONSU INVOICE:20146 CHECKDATE:01/07/2026
187697 11/30/2025 AP336 179603 6,754.10 6,754.10 01/07/2026 INV PD PAYROLL CONSU INVOICE:20523 CHECKDATE:01/07/2026

9,605.80
7463 RENEWELL FLEET SERVICE LLC
187807 26000040 12/05/2025 AP336 179604 3,606.88 3,606.88 01/07/2026 INV PD HEAVY FIRE EQ INVOICE:8855 CHECKDATE:01/07/2026
187808 26000040 12/05/2025 AP336 179604 2,991.64 2,991.64 01/07/2026 INV PD HEAVY FIRE EQ INVOICE:8858 CHECKDATE:01/07/2026
187809 26000040 12/15/2025 AP336 179604 715.24 715.24 01/07/2026 INV PD HEAVY FIRE EQ INVOICE:9000 CHECKDATE:01/07/2026
187810 26000040 12/19/2025 AP336 179604 2,352.50 2,352.50 01/07/2026 INV PD HEAVY FIRE EQ INVOICE:9068 CHECKDATE:01/07/2026

9,666.26
4767 RICOH USA, INC.
187698 12/12/2025 AP336 179605 2,650.03 2,650.03 01/07/2026 INV PD ACCT 24569-33 INVOICE:109695080 CHECKDATE:01/07/2026
3107 RINCON CONSULTANTS, INC.
187699 12/05/2025 AP336 179606 18,372.50 18,372.50 01/07/2026 INV PD TO 3 - PROFES INVOICE:70578 CHECKDATE:01/07/2026
5957 ROBERT HALF INTERNATIONAL, INC.
187700 12/10/2025 AP336 179607 2,664.00 2,664.00 01/07/2026 INV PD WEEK END 12/5 22 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR INVOICE:65700889 CHECKDATE:01/07/2026
187701 12/18/2025 AP336 179607 5,920.00 5,920.00 01/07/2026 INV PD WEEK END 12/1 INVOICE:65728802 CHECKDATE:01/07/2026

8,584.00
1500 ROLLO COMMUNICATIONS
187703 12/03/2025 AP336 179608 220.00 220.00 01/07/2026 INV PD SVCS: DECEMBE INVOICE:SMCITY1225 CHECKDATE:01/07/2026
7649 ROTH STAFFING COMPANIES, LP
187704 12/19/2025 AP336 179609 2,476.80 2,476.80 01/07/2026 INV PD TEMP STAFFING INVOICE:16349379 CHECKDATE:01/07/2026
187705 12/19/2025 AP336 179609 3,096.00 3,096.00 01/07/2026 INV PD TEMP STAFFING INVOICE:16349380 CHECKDATE:01/07/2026
187708 12/19/2025 AP336 179609 2,600.64 2,600.64 01/07/2026 INV PD TEMP STAFFING INVOICE:16349381 CHECKDATE:01/07/2026
187709 12/19/2025 AP336 179609 1,032.00 1,032.00 01/07/2026 INV PD TEMP STAFFING INVOICE:16349382 CHECKDATE:01/07/2026
187710 12/19/2025 AP336 179609 1,995.20 1,995.20 01/07/2026 INV PD TEMP STAFFING INVOICE:16349383 CHECKDATE:01/07/2026
187706 12/19/2025 AP336 179609 970.08 970.08 01/07/2026 INV PD TEMP STAFFING INVOICE:16349384 CHECKDATE:01/07/2026
187707 12/19/2025 AP336 179609 988.60 988.60 01/07/2026 INV PD TEMP STAFFING INVOICE:16349385 CHECKDATE:01/07/2026

13,159.32
6787 SAN DIEGO ELEVATOR AND LIFTS, LLC
187711 11/30/2025 AP336 179610 150.00 150.00 01/07/2026 INV PD PW ELEVATOR S INVOICE:11853 CHECKDATE:01/07/2026
5958 SAN ELIJO HILLS COMMUNITY ASSOCIATION
187713 12/23/2025 AP336 179611 2,682.60 2,682.60 01/07/2026 INV PD COST RECOVERY INVOICE:122325 CHECKDATE:01/07/2026
6964 SATURN ELECTRIC, INC.
187714 11/20/2025 AP336 179612 921.78 921.78 01/07/2026 INV PD ELECTRICAL RE INVOICE:771-131 CHECKDATE:01/07/2026
187715 11/20/2025 AP336 179612 1,822.00 1,822.00 01/07/2026 INV PD ELECTRICAL RE INVOICE:771-132 CHECKDATE:01/07/2026

2,743.78
1472 COUNTY OF SAN DIEGO
187723 11/17/2025 AP336 179613 5,102.00 5,102.00 01/07/2026 INV PD DEH2002-HUPFP INVOICE:187723 CHECKDATE:01/07/2026
1756 SAN DIEGO GAS & ELECTRIC
187716 12/03/2025 AP336 179614 11.45 11.45 01/07/2026 INV PD ACCT 00902314 INVOICE:187716 CHECKDATE:01/07/2026
23 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR 187717 12/05/2025 AP336 179614 74.08 74.08 01/07/2026 INV PD ACCT 00951566 INVOICE:187717 CHECKDATE:01/07/2026
187718 12/15/2025 AP336 179614 218.25 218.25 01/07/2026 INV PD ACCT 21000047 INVOICE:187718 CHECKDATE:01/07/2026
187719 12/08/2025 AP336 179614 14,305.59 14,305.59 01/07/2026 INV PD ACCT 00337948 INVOICE:187719 CHECKDATE:01/07/2026
187720 12/10/2025 AP336 179614 3,142.59 3,142.59 01/07/2026 INV PD ACCT 00337948 INVOICE:187720 CHECKDATE:01/07/2026
187721 12/15/2025 AP336 179614 21,153.26 21,153.26 01/07/2026 INV PD ACCT 00754634 INVOICE:187721 CHECKDATE:01/07/2026
187722 12/15/2025 AP336 179614 11,889.24 11,889.24 01/07/2026 INV PD ACCT 00102495 INVOICE:187722 CHECKDATE:01/07/2026

50,794.46
6920 SHIELDS, HARPER & CO.
187725 26000248 12/16/2025 AP336 179615 892.84 892.84 01/07/2026 INV PD MIFARE FUEL C INVOICE:3403725 CHECKDATE:01/07/2026
1199 SM MISC EMPLOYEES ASSOC.
187728 12/19/2025 AP336 179616 1,003.00 1,003.00 01/07/2026 INV PD PR EMP DUES - INVOICE:121925 CHECKDATE:01/07/2026
1201 SAN MARCOS SUPERVISORS ASSOC.
187729 12/19/2025 AP336 179617 297.50 297.50 01/07/2026 INV PD PR EMP DUES:

INVOICE:121925 CHECKDATE:01/07/2026
1545 STAPLES BUSINESS ADVANTAGE
187730 12/13/2025 AP336 179618 111.96 111.96 01/07/2026 INV PD OFFICE SUPPLI INVOICE:6050444130 CHECKDATE:01/07/2026
1769 STATE WATER RESOURCES CONTROL BOARD
187651 26000282 12/18/2025 AP336 179619 4,505.00 4,505.00 01/07/2026 INV PD STORM WATER F INVOICE:187651 CHECKDATE:01/07/2026
6115 SUNBELT RENTALS, INC
187733 11/06/2025 AP336 179620 357.01 357.01 01/07/2026 INV PD EQUIPMENT REN INVOICE:176635471-0001 CHECKDATE:01/07/2026
187734 11/06/2025 AP336 179620 286.32 286.32 01/07/2026 INV PD EQUIPMENT REN INVOICE:176656690-0001 CHECKDATE:01/07/2026

643.33
2130 TRADEMARK HOIST & CRANE
187736 26000022 12/11/2025 AP336 179621 540.00 540.00 01/07/2026 INV PD CRANE INSPECT INVOICE:TM37807 CHECKDATE:01/07/2026
7791 TRIDEN GROUP CORPORATION
187737 12/17/2025 AP336 179622 1,700.00 1,700.00 01/07/2026 INV PD IT ORGANIZATI 24 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR INVOICE:28808R CHECKDATE:01/07/2026
4169 TURF STAR INC
187816 12/12/2025 AP336 179623 91.74 91.74 01/07/2026 INV PD SERVICE INVOICE:INV128903 CHECKDATE:01/07/2026
187817 12/12/2025 AP336 179623 40.36 40.36 01/07/2026 INV PD SERVICE INVOICE:INV128904 CHECKDATE:01/07/2026
187818 12/12/2025 AP336 179623 34.00 34.00 01/07/2026 INV PD SERVICE INVOICE:INV128905 CHECKDATE:01/07/2026
187819 12/12/2025 AP336 179623 161.24 161.24 01/07/2026 INV PD SERVICE INVOICE:INV128906 CHECKDATE:01/07/2026
187820 12/12/2025 AP336 179623 34.00 34.00 01/07/2026 INV PD SERVICE INVOICE:INV128907 CHECKDATE:01/07/2026
187821 12/12/2025 AP336 179623 34.00 34.00 01/07/2026 INV PD SERVICE INVOICE:INV128908 CHECKDATE:01/07/2026
187822 12/12/2025 AP336 179623 84.90 84.90 01/07/2026 INV PD SERVICE INVOICE:INV128909 CHECKDATE:01/07/2026
187823 12/12/2025 AP336 179623 57.32 57.32 01/07/2026 INV PD SERVICE INVOICE:INV128911 CHECKDATE:01/07/2026
187824 12/12/2025 AP336 179623 53.09 53.09 01/07/2026 INV PD SERVICE INVOICE:INV128912 CHECKDATE:01/07/2026
187825 12/12/2025 AP336 179623 34.00 34.00 01/07/2026 INV PD SERVICE INVOICE:INV128913 CHECKDATE:01/07/2026
187826 12/12/2025 AP336 179623 34.00 34.00 01/07/2026 INV PD SERVICE INVOICE:INV128915 CHECKDATE:01/07/2026
187827 12/12/2025 AP336 179623 70.05 70.05 01/07/2026 INV PD SERVICE INVOICE:INV128917 CHECKDATE:01/07/2026

728.70
2872 U.S. BANK
187738 12/19/2025 AP336 179624 5,978.90 5,978.90 01/07/2026 INV PD PARS: 12/5/25 INVOICE:121925 CHECKDATE:01/07/2026
5407 US BANK CORPORATE PAYMENT SYSTEMS
187774 11/25/2025 AP336 179625 61.44 61.44 01/07/2026 INV PD ACCT ENDING 4 INVOICE:187774 CHECKDATE:01/07/2026
187775 11/25/2025 AP336 179625 130.00 130.00 01/07/2026 INV PD ACCT ENDING 3 INVOICE:187775 CHECKDATE:01/07/2026
187776 11/25/2025 AP336 179625 450.00 450.00 01/07/2026 INV PD ACCT ENDING 6 INVOICE:187776 CHECKDATE:01/07/2026
187777 11/25/2025 AP336 179625 250.00 250.00 01/07/2026 INV PD ACCT ENDING 5 INVOICE:187777 CHECKDATE:01/07/2026
187778 11/25/2025 AP336 179625 507.54 507.54 01/07/2026 INV PD ACCT ENDING 8 INVOICE:187778 CHECKDATE:01/07/2026
187779 11/25/2025 AP336 179625 255.20 255.20 01/07/2026 INV PD ACCT ENDING 1 INVOICE:187779 CHECKDATE:01/07/2026
187780 11/25/2025 AP336 179625 870.67 870.67 01/07/2026 INV PD ACCT ENDING 4 INVOICE:187780 CHECKDATE:01/07/2026
187781 11/25/2025 AP336 179625 19.30 19.30 01/07/2026 INV PD ACCT ENDING 2 INVOICE:187781 CHECKDATE:01/07/2026
187782 11/25/2025 AP336 179625 1,597.54 1,597.54 01/07/2026 INV PD ACCT ENDING 2 INVOICE:187782 CHECKDATE:01/07/2026
25 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR 187783 11/25/2025 AP336 179625 934.99 934.99 01/07/2026 INV PD ACCT ENDING 5 INVOICE:187783 CHECKDATE:01/07/2026
187784 11/25/2025 AP336 179625 950.18 950.18 01/07/2026 INV PD ACCT ENDING 9 INVOICE:187784 CHECKDATE:01/07/2026
187785 11/25/2025 AP336 179625 185.00 185.00 01/07/2026 INV PD ACCT ENDING 6 INVOICE:187785 CHECKDATE:01/07/2026
187786 11/25/2025 AP336 179625 -107.54 -107.54 01/07/2026 CRM PD CREDIT FOR AC INVOICE:187786 CHECKDATE:01/07/2026
187787 11/25/2025 AP336 179625 2,569.27 2,569.27 01/07/2026 INV PD ACCT ENDING 7 INVOICE:187787 CHECKDATE:01/07/2026
187788 11/25/2025 AP336 179625 89.08 89.08 01/07/2026 INV PD ACCT ENDING 8 INVOICE:187788 CHECKDATE:01/07/2026
187789 11/25/2025 AP336 179625 746.70 746.70 01/07/2026 INV PD ACCT ENDING 1 INVOICE:187789 CHECKDATE:01/07/2026
187790 11/25/2025 AP336 179625 1,644.31 1,644.31 01/07/2026 INV PD ACCT ENDING 3 INVOICE:187790 CHECKDATE:01/07/2026
187791 11/25/2025 AP336 179625 826.95 826.95 01/07/2026 INV PD ACCT ENDING 2 INVOICE:187791 CHECKDATE:01/07/2026
187792 11/25/2025 AP336 179625 2,269.37 2,269.37 01/07/2026 INV PD ACCT ENDING 7 INVOICE:187792 CHECKDATE:01/07/2026
187793 11/25/2025 AP336 179625 212.07 212.07 01/07/2026 INV PD ACCT ENDING 8 INVOICE:187793 CHECKDATE:01/07/2026
187794 11/25/2025 AP336 179625 210.00 210.00 01/07/2026 INV PD ACCT ENDING 8 INVOICE:187794 CHECKDATE:01/07/2026
187795 11/25/2025 AP336 179625 558.31 558.31 01/07/2026 INV PD ACCT ENDING 8 INVOICE:187795 CHECKDATE:01/07/2026
187796 11/25/2025 AP336 179625 1,337.55 1,337.55 01/07/2026 INV PD ACCT ENDING 8 INVOICE:187796 CHECKDATE:01/07/2026
187797 11/25/2025 AP336 179625 3,458.99 3,458.99 01/07/2026 INV PD ACCT ENDING 8 INVOICE:187797 CHECKDATE:01/07/2026
187798 11/25/2025 AP336 179625 1,569.24 1,569.24 01/07/2026 INV PD ACCT ENDING 9 INVOICE:187798 CHECKDATE:01/07/2026
187799 11/25/2025 AP336 179625 70.00 70.00 01/07/2026 INV PD ACCT ENDING 6 INVOICE:187799 CHECKDATE:01/07/2026
187800 11/25/2025 AP336 179625 550.56 550.56 01/07/2026 INV PD ACCT ENDING 3 INVOICE:187800 CHECKDATE:01/07/2026
187801 11/25/2025 AP336 179625 469.18 469.18 01/07/2026 INV PD ACCT ENDING 4 INVOICE:187801 CHECKDATE:01/07/2026
187802 11/25/2025 AP336 179625 150.00 150.00 01/07/2026 INV PD ACCT ENDING 1 INVOICE:187802 CHECKDATE:01/07/2026
187803 11/25/2025 AP336 179625 58.12 58.12 01/07/2026 INV PD ACCT ENDING 2 INVOICE:187803 CHECKDATE:01/07/2026
187805 11/25/2025 AP336 179625 3,803.35 3,803.35 01/07/2026 INV PD ACCT ENDING 2 INVOICE:187805 CHECKDATE:01/07/2026
187806 11/25/2025 AP336 179625 2,189.73 2,189.73 01/07/2026 INV PD ACCT ENDING 8 INVOICE:187806 CHECKDATE:01/07/2026

28,887.10
1852 VERIZON WIRELESS
187742 12/03/2025 AP336 179626 8,540.92 8,540.92 01/07/2026 INV PD ACCT 87109522 INVOICE:6130136005 CHECKDATE:01/07/2026
6835 VERONICA MEDINA
26 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR 187772 12/09/2025 AP336 179627 882.78 882.78 01/07/2026 INV PD CALIFORNIA HC INVOICE:120925 CHECKDATE:01/07/2026
1764 VISTA IRRIGATION DISTRICT
187743 12/17/2025 AP336 179628 82.88 82.88 01/07/2026 INV PD ACCT 4765-000 INVOICE:187743 CHECKDATE:01/07/2026
187744 12/17/2025 AP336 179628 324.68 324.68 01/07/2026 INV PD ACCT 4765-001 INVOICE:187744 CHECKDATE:01/07/2026

407.56
2252 VISTA PAINT
187745 12/04/2025 AP336 179629 151.20 151.20 01/07/2026 INV PD ROAD PAINT AG INVOICE:2025-193322-00 CHECKDATE:01/07/2026
2293 VULCAN MATERIALS COMPANY
187812 26000059 12/15/2025 AP336 179630 1,241.92 1,241.92 01/07/2026 INV PD CONCRETE INVOICE:5268132 CHECKDATE:01/07/2026
187813 26000059 12/17/2025 AP336 179630 1,865.22 1,865.22 01/07/2026 INV PD CONCRETE INVOICE:5291931 CHECKDATE:01/07/2026
187814 26000059 12/19/2025 AP336 179630 188.48 188.48 01/07/2026 INV PD CONCRETE INVOICE:5312041 CHECKDATE:01/07/2026
187815 26000059 12/19/2025 AP336 179630 95.18 95.18 01/07/2026 INV PD CONCRETE INVOICE:5312659 CHECKDATE:01/07/2026
187811 26000059 12/02/2025 AP336 179630 1,020.40 1,020.40 01/07/2026 INV PD CONCRETE INVOICE:950000708994 CHECKDATE:01/07/2026

4,411.20
5728 WHENTOWORK, LLC
187835 12/08/2025 AP336 179635 1,215.00 1,215.00 01/09/2026 INV PD 35202401-125- INVOICE:35202401-125-12-PRO- CHECKDATE:01/09/2026
3375 A.O. REED & CO, LLC
187897 12/12/2025 AP336 179636 293.00 293.00 01/14/2026 INV PD SERVICE CALL:

INVOICE:412671 CHECKDATE:01/14/2026
7251 CMJM VENTURES, INC
187896 26000130 12/30/2025 AP336 179637 73.33 73.33 01/14/2026 INV PD BUSINESS CARD INVOICE:77998 CHECKDATE:01/14/2026
5460 AMAZON CAPITAL SERVICES, INC.
188186 12/01/2025 AP336 179638 881.05 881.05 01/14/2026 INV PD OFFICE SUPPLI INVOICE:17K6-XCVJ-X9JG CHECKDATE:01/14/2026
1230 BOOT WORLD INC
188124 26000034 12/17/2025 AP336 179639 275.00 275.00 01/14/2026 INV PD BOOTS: JESUS INVOICE:118823 CHECKDATE:01/14/2026
188125 26000034 01/03/2026 AP336 179639 261.81 261.81 01/14/2026 INV PD BOOTS: CESAR 27 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR INVOICE:119362 CHECKDATE:01/14/2026

536.81
6358 BUSY BEES LOCKS & KEYS INC
187919 12/10/2025 AP336 179640 4,969.31 4,969.31 01/14/2026 INV PD SERVICE CALL:

INVOICE:91185715 CHECKDATE:01/14/2026
187920 12/15/2025 AP336 179640 234.86 234.86 01/14/2026 INV PD SERVICE CALL:

INVOICE:91187111 CHECKDATE:01/14/2026
187921 12/16/2025 AP336 179640 54.38 54.38 01/14/2026 INV PD KEY COPIES: P INVOICE:91187249 CHECKDATE:01/14/2026
187922 12/17/2025 AP336 179640 354.93 354.93 01/14/2026 INV PD SERVICE CALL:

INVOICE:91187299 CHECKDATE:01/14/2026
187923 12/17/2025 AP336 179640 325.71 325.71 01/14/2026 INV PD KEY COPIES INVOICE:91187367 CHECKDATE:01/14/2026

5,939.19
6590 CHEROKEE CHEMICAL CO., INC
188119 12/18/2025 AP336 179641 250.00 250.00 01/14/2026 INV PD MONTHLY WATER INVOICE:0508753-IN CHECKDATE:01/14/2026
4823 COAST NEWS INC
187932 12/26/2025 AP336 179642 131.75 131.75 01/14/2026 INV PD LEGAL AD SERV INVOICE:00159658 CHECKDATE:01/14/2026
187938 01/02/2026 AP336 179642 58.13 58.13 01/14/2026 INV PD LEGAL AD SERV INVOICE:00159719 CHECKDATE:01/14/2026
187934 01/02/2026 AP336 179642 50.38 50.38 01/14/2026 INV PD LEGAL AD SERV INVOICE:00159721 CHECKDATE:01/14/2026
187936 01/02/2026 AP336 179642 42.63 42.63 01/14/2026 INV PD LEGAL AD SERV INVOICE:00159722 CHECKDATE:01/14/2026
187937 01/02/2026 AP336 179642 46.50 46.50 01/14/2026 INV PD LEGAL AD SERV INVOICE:00159723 CHECKDATE:01/14/2026
187935 01/02/2026 AP336 179642 248.00 248.00 01/14/2026 INV PD LEGAL AD SERV INVOICE:00159724 CHECKDATE:01/14/2026
187933 01/02/2026 AP336 179642 50.38 50.38 01/14/2026 INV PD LEGAL AD SERV INVOICE:0159720 CHECKDATE:01/14/2026

627.77
5944 GAFCON PM-CM, LLC
187943 12/09/2025 AP336 179643 285.26 285.26 01/14/2026 INV PD DBE AND LABOR INVOICE:53034 CHECKDATE:01/14/2026
3335 THE HARTFORD
187946 01/01/2026 AP336 179644 15,474.17 15,474.17 01/14/2026 INV PD LIFE/ADD, STD INVOICE:751061191918 CHECKDATE:01/14/2026
187947 01/01/2026 AP336 179644 567.78 567.78 01/14/2026 INV PD VOLUNTARY AD& INVOICE:760911199354 CHECKDATE:01/14/2026

16,041.95
1095 HINDERLITER DE LLAMAS
28 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR 188120 12/20/2025 AP336 179645 3,309.62 3,309.62 01/14/2026 INV PD SALES TAX AUD INVOICE:SIN057207 CHECKDATE:01/14/2026
188121 12/08/2025 AP336 179645 900.00 900.00 01/14/2026 INV PD SALES TAX AUD INVOICE:SIN057511 CHECKDATE:01/14/2026

4,209.62
6912 MARTIN MARIETTA MATERIALS, INC
187961 26000028 12/23/2025 AP336 179646 2,587.05 2,587.05 01/14/2026 INV PD ASPHALT INVOICE:48199260 CHECKDATE:01/14/2026
187962 26000028 12/23/2025 AP336 179646 2,593.99 2,593.99 01/14/2026 INV PD ASPHALT INVOICE:48199261 CHECKDATE:01/14/2026

5,181.04
1228 BONSALL PETROLEUM CONSTRUCTION
188102 12/23/2025 AP336 179647 133.00 133.00 01/14/2026 INV PD SERVICE CALL:

INVOICE:46519 CHECKDATE:01/14/2026
188103 12/30/2025 AP336 179647 1,027.57 1,027.57 01/14/2026 INV PD SERVICE CALL:

INVOICE:46535 CHECKDATE:01/14/2026

1,160.57
6940 NBS GOVERNMENT FINANCE GROUP
188184 12/08/2025 AP336 179648 557.50 557.50 01/14/2026 INV PD AMBULANCE FEE INVOICE:202512-3752 CHECKDATE:01/14/2026
5248 PNC EQUIPMENT FINANCE, LLC
187968 12/24/2025 AP336 179649 61,535.64 61,535.64 01/14/2026 INV PD PNC LEASE AGM INVOICE:2421849 CHECKDATE:01/14/2026
4351 J. HARRIS INDUSTRIAL WATER TREATMENT, INC.
187972 12/31/2025 AP336 179650 30.10 30.10 01/14/2026 INV PD MIXED BED: FS INVOICE:2373251 CHECKDATE:01/14/2026
187973 12/31/2025 AP336 179650 30.10 30.10 01/14/2026 INV PD MIXED BED: FS INVOICE:2373252 CHECKDATE:01/14/2026
187974 12/31/2025 AP336 179650 30.10 30.10 01/14/2026 INV PD MIXED BED: FS INVOICE:2373253 CHECKDATE:01/14/2026
187975 12/31/2025 AP336 179650 30.10 30.10 01/14/2026 INV PD MIXED BED: FS INVOICE:2373254 CHECKDATE:01/14/2026

120.40
4876 ROADPOST USA
187898 01/01/2026 AP336 179651 77.25 77.25 01/14/2026 INV PD JANUARY 2026 INVOICE:BU01858642 CHECKDATE:01/14/2026
1798 UNDERGROUND SERVICE ALERT
188011 26000049 01/01/2026 AP336 179652 502.00 502.00 01/14/2026 INV PD DEC 2025 TICK INVOICE:1220250164 CHECKDATE:01/14/2026
188012 26000049 01/01/2026 AP336 179652 186.84 186.84 01/14/2026 INV PD STATE FEE FOR INVOICE:25-262013 CHECKDATE:01/14/2026
29 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR

688.84
1053 ACE UNIFORMS
187892 26000269 12/15/2025 AP336 179653 361.39 361.39 01/14/2026 INV PD STATION BOOTS INVOICE:VS0132997 CHECKDATE:01/14/2026
187893 26000252 12/15/2025 AP336 179653 729.42 729.42 01/14/2026 INV PD STATION BOOTS INVOICE:VS0132999 CHECKDATE:01/14/2026

1,090.81
7637 ALLIED HOLDINGS GROUP, LLC
187894 12/31/2025 AP336 179654 343.56 343.56 01/14/2026 INV PD MEDICAL WASTE INVOICE:12283 CHECKDATE:01/14/2026
1105 ALLSTAR FIRE EQUIPMENT INC.
187895 26000263 12/12/2025 AP336 179655 2,905.05 2,905.05 01/14/2026 INV PD STRUCTURE PPE INVOICE:269208 CHECKDATE:01/14/2026
2671 B & B APPLIANCE INC
188044 12/15/2025 AP336 179656 155.00 155.00 01/14/2026 INV PD SERVICE CALL:

INVOICE:466774B-C CHECKDATE:01/14/2026
2073 BOUND TREE MEDICAL, LLC
187899 12/17/2025 AP336 179657 888.17 888.17 01/14/2026 INV PD MEDICAL BILLA INVOICE:86031325 CHECKDATE:01/14/2026
187900 12/17/2025 AP336 179657 348.67 348.67 01/14/2026 INV PD MEDICAL BILLA INVOICE:86031326 CHECKDATE:01/14/2026
187906 12/22/2025 AP336 179657 1,133.18 1,133.18 01/14/2026 INV PD MEDICAL BILLA INVOICE:86036052 CHECKDATE:01/14/2026
187901 12/22/2025 AP336 179657 699.25 699.25 01/14/2026 INV PD MEDICAL BILLA INVOICE:86036053 CHECKDATE:01/14/2026
187902 12/22/2025 AP336 179657 28.47 28.47 01/14/2026 INV PD MEDICAL BILLA INVOICE:86036054 CHECKDATE:01/14/2026
187903 12/22/2025 AP336 179657 957.88 957.88 01/14/2026 INV PD MEDICAL BILLA INVOICE:86036055 CHECKDATE:01/14/2026
187904 12/22/2025 AP336 179657 64.86 64.86 01/14/2026 INV PD MEDICAL BILLA INVOICE:86036056 CHECKDATE:01/14/2026
187905 12/22/2025 AP336 179657 17.51 17.51 01/14/2026 INV PD MEDICAL BILLA INVOICE:86036057 CHECKDATE:01/14/2026
187907 12/23/2025 AP336 179657 533.43 533.43 01/14/2026 INV PD MEDICAL BILLA INVOICE:86037754 CHECKDATE:01/14/2026
187908 12/29/2025 AP336 179657 114.81 114.81 01/14/2026 INV PD MEDICAL BILLA INVOICE:86041597 CHECKDATE:01/14/2026
187909 12/30/2025 AP336 179657 368.74 368.74 01/14/2026 INV PD MEDICAL BILLA INVOICE:86043610 CHECKDATE:01/14/2026
187910 12/30/2025 AP336 179657 28.32 28.32 01/14/2026 INV PD MEDICAL BILLA INVOICE:86043611 CHECKDATE:01/14/2026
187911 12/30/2025 AP336 179657 152.12 152.12 01/14/2026 INV PD MEDICAL BILLA INVOICE:86043612 CHECKDATE:01/14/2026
187912 12/30/2025 AP336 179657 39.30 39.30 01/14/2026 INV PD MEDICAL BILLA INVOICE:86043613 CHECKDATE:01/14/2026
30 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR 187913 12/30/2025 AP336 179657 25.84 25.84 01/14/2026 INV PD MEDICAL BILLA INVOICE:86043614 CHECKDATE:01/14/2026
187914 01/02/2026 AP336 179657 4.23 4.23 01/14/2026 INV PD MEDICAL BILLA INVOICE:86046998 CHECKDATE:01/14/2026
187915 01/02/2026 AP336 179657 126.98 126.98 01/14/2026 INV PD MEDICAL BILLA INVOICE:86046999 CHECKDATE:01/14/2026
187916 01/05/2026 AP336 179657 502.64 502.64 01/14/2026 INV PD MEDICAL BILLA INVOICE:86048804 CHECKDATE:01/14/2026
187917 01/05/2026 AP336 179657 72.06 72.06 01/14/2026 INV PD MEDICAL BILLA INVOICE:86048805 CHECKDATE:01/14/2026
187918 01/05/2026 AP336 179657 490.81 490.81 01/14/2026 INV PD MEDICAL BILLA INVOICE:86048806 CHECKDATE:01/14/2026

6,597.27
6294 CCS FACILITY SERVICES - SAN DIEGO, INC.
187924 10/31/2025 AP336 179658 26,084.33 26,084.33 01/14/2026 INV PD CITYWIDE PARK INVOICE:727182 CHECKDATE:01/14/2026
187928 11/15/2025 AP336 179658 308.00 308.00 01/14/2026 INV PD JANITORIAL SV INVOICE:729971 CHECKDATE:01/14/2026
187927 11/14/2025 AP336 179658 38.00 38.00 01/14/2026 INV PD SPECIAL EVENT INVOICE:729973 CHECKDATE:01/14/2026
187926 11/13/2025 AP336 179658 38.00 38.00 01/14/2026 INV PD SPECIAL EVENT INVOICE:729974 CHECKDATE:01/14/2026
187925 11/12/2025 AP336 179658 114.00 114.00 01/14/2026 INV PD SPECIAL EVENT INVOICE:729975 CHECKDATE:01/14/2026
187929 11/30/2025 AP336 179658 25,432.90 25,432.90 01/14/2026 INV PD CITYWIDE PARK INVOICE:731839 CHECKDATE:01/14/2026

52,015.23
1291 CHRISTENSEN & SPATH LLP
188036 01/02/2026 AP336 179659 150.00 150.00 01/14/2026 INV PD AS-NEEDED LEG INVOICE:15508 CHECKDATE:01/14/2026
6704 CIVIC SOLUTIONS, INC.
187930 01/02/2026 AP336 179660 533.00 533.00 01/14/2026 INV PD ON-CALL PLANN INVOICE:107664 CHECKDATE:01/14/2026
6619 CLEAN EARTH ENVIRONMENTAL SOLUTIONS, INC
187931 12/31/2025 AP336 179661 8,567.00 8,567.00 01/14/2026 INV PD HHW MGMT SVC:

INVOICE:72404433700 CHECKDATE:01/14/2026
6966 COASTAL OCCUPATIONAL MEDICAL GROUP
187939 12/31/2025 AP336 179662 774.00 774.00 01/14/2026 INV PD NEW HIRE PHYS INVOICE:EM062371 CHECKDATE:01/14/2026
2667 JEFFREY COLWELL
188033 01/05/2026 AP336 179663 3,505.00 3,505.00 01/14/2026 INV PD SMTV VIDEO PR INVOICE:20260105-01 CHECKDATE:01/14/2026
31 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR 7316 JEFFREY SCOTT ARVESON
187940 26000014 01/01/2026 AP336 179664 800.00 800.00 01/14/2026 INV PD REMOVAL & DIS INVOICE:01012026 CHECKDATE:01/14/2026
6252 EIDE BAILLY LLP
188122 12/26/2025 AP336 179665 18,472.79 18,472.79 01/14/2026 INV PD CITY ACCOUNTI INVOICE:EI01980741 CHECKDATE:01/14/2026
1000 EXECUTIVE LANDSCAPE INC.
188107 11/26/2025 AP336 179666 50.73 50.73 01/14/2026 INV PD LANDSCAPE MAI INVOICE:25330132 CHECKDATE:01/14/2026
188108 11/26/2025 AP336 179666 1,100.42 1,100.42 01/14/2026 INV PD LANDSCAPE MAI INVOICE:25330133 CHECKDATE:01/14/2026
188109 11/26/2025 AP336 179666 173.33 173.33 01/14/2026 INV PD LANDSCAPE MAI INVOICE:25335112 CHECKDATE:01/14/2026
188110 11/26/2025 AP336 179666 39.99 39.99 01/14/2026 INV PD LANDSCAPE MAI INVOICE:25335117 CHECKDATE:01/14/2026
188111 11/26/2025 AP336 179666 29.63 29.63 01/14/2026 INV PD LANDSCAPE MAI INVOICE:25335289 CHECKDATE:01/14/2026
188112 11/26/2025 AP336 179666 39.12 39.12 01/14/2026 INV PD LANDSCAPE MAI INVOICE:25335292 CHECKDATE:01/14/2026
188113 11/26/2025 AP336 179666 236.76 236.76 01/14/2026 INV PD LANDSCAPE MAI INVOICE:25335294 CHECKDATE:01/14/2026
188114 11/26/2025 AP336 179666 101.05 101.05 01/14/2026 INV PD LANDSCAPE MAI INVOICE:25335295 CHECKDATE:01/14/2026
188115 11/26/2025 AP336 179666 79.28 79.28 01/14/2026 INV PD LANDSCAPE MAI INVOICE:25335296 CHECKDATE:01/14/2026
188116 11/26/2025 AP336 179666 64.91 64.91 01/14/2026 INV PD LANDSCAPE MAI INVOICE:25335297 CHECKDATE:01/14/2026
188117 11/26/2025 AP336 179666 116.00 116.00 01/14/2026 INV PD LANDSCAPE MAI INVOICE:25335299 CHECKDATE:01/14/2026
188118 11/26/2025 AP336 179666 101.05 101.05 01/14/2026 INV PD LANDSCAPE MAI INVOICE:25335303 CHECKDATE:01/14/2026
187942 01/01/2026 AP336 179666 120.00 120.00 01/14/2026 INV PD 25360-500 RAN INVOICE:77057 CHECKDATE:01/14/2026

2,252.27
7774 GEOTAB USA, INC.
187944 10/31/2025 AP336 179667 1.10 1.10 01/14/2026 INV PD PROPLUS PW PL INVOICE:IN459088 CHECKDATE:01/14/2026
187945 12/31/2025 AP336 179667 69.00 69.00 01/14/2026 INV PD PROPLUS PW PL INVOICE:IN468660 CHECKDATE:01/14/2026

70.10 7262 GLOBAL DOOR & GATE, INC.
188046 11/23/2025 AP336 179668 545.00 545.00 01/14/2026 INV PD DOOR REPAIR:

INVOICE:19876 CHECKDATE:01/14/2026
188049 12/09/2025 AP336 179668 656.25 656.25 01/14/2026 INV PD DOOR REPAIR:

INVOICE:19878 CHECKDATE:01/14/2026
188051 12/13/2025 AP336 179668 475.00 475.00 01/14/2026 INV PD DOOR REPAIR:
32 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR INVOICE:19884 CHECKDATE:01/14/2026
188062 12/13/2025 AP336 179668 1,383.25 1,383.25 01/14/2026 INV PD DOOR REPAIR:

INVOICE:19892 CHECKDATE:01/14/2026

3,059.50
1801 HAWTHORNE MACHINERY CO.
188039 12/10/2025 AP336 179669 624.18 624.18 01/14/2026 INV PD GENERATOR REN INVOICE:40796501 CHECKDATE:01/14/2026
4361 HOME DEPOT
188199 12/12/2025 AP336 179670 2,405.62 2,405.62 01/14/2026 INV PD FIRE DEPARTME INVOICE:121225 CHECKDATE:01/14/2026
2242 ITERIS, INC.
187948 12/12/2025 AP336 179671 22,812.00 22,812.00 01/14/2026 INV PD CCTV POLICY & INVOICE:186597 CHECKDATE:01/14/2026
7178 JEWISH COMMUNITY FOUNDATION OF SAN DIEGO
187949 01/05/2026 AP336 179672 500.00 500.00 01/14/2026 INV PD Q4 2025 ADMIN INVOICE:010526 CHECKDATE:01/14/2026
5807 JPW COMMUNICATIONS, INC.
188031 11/30/2025 AP336 179673 29.61 29.61 01/14/2026 INV PD GEN COMMUNICA INVOICE:3846 CHECKDATE:01/14/2026
7205 KENNEY SIGNS
188104 12/18/2025 AP336 179674 542.56 542.56 01/14/2026 INV PD VINYL GRAPHIC INVOICE:251449-1 CHECKDATE:01/14/2026
188105 12/18/2025 AP336 179674 1,232.31 1,232.31 01/14/2026 INV PD VINYL GRAPHIC INVOICE:251532-1 CHECKDATE:01/14/2026

1,774.87
5997 LANDICE, INC
188148 26000215 11/28/2025 AP336 179675 4,909.00 4,909.00 01/14/2026 INV PD TREADMILL: F3 INVOICE:14432 CHECKDATE:01/14/2026
1804 LAWNMOWERS PLUS INC
188064 12/16/2025 AP336 179676 123.94 123.94 01/14/2026 INV PD REPAIR PARTS INVOICE:8713 CHECKDATE:01/14/2026
188075 12/16/2025 AP336 179676 290.64 290.64 01/14/2026 INV PD REPAIR PARTS INVOICE:8714 CHECKDATE:01/14/2026
188078 26000068 12/17/2025 AP336 179676 56.44 56.44 01/14/2026 INV PD SERVICE INVOICE:8858 CHECKDATE:01/14/2026
188081 12/18/2025 AP336 179676 45.66 45.66 01/14/2026 INV PD REPAIR PARTS INVOICE:8949 CHECKDATE:01/14/2026
33 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR

516.68
2076 LIFE-ASSIST, INC.
187950 26000078 12/16/2025 AP336 179677 320.94 320.94 01/14/2026 INV PD MEDICATION AN INVOICE:2034020 CHECKDATE:01/14/2026
187951 26000078 12/16/2025 AP336 179677 447.78 447.78 01/14/2026 INV PD MEDICATION AN INVOICE:2034028 CHECKDATE:01/14/2026
187952 26000078 12/16/2025 AP336 179677 1,070.09 1,070.09 01/14/2026 INV PD MEDICATION AN INVOICE:2034047 CHECKDATE:01/14/2026
187953 26000078 12/22/2025 AP336 179677 719.14 719.14 01/14/2026 INV PD MEDICATION AN INVOICE:2036955 CHECKDATE:01/14/2026
187954 26000078 12/22/2025 AP336 179677 156.19 156.19 01/14/2026 INV PD MEDICATION AN INVOICE:2036974 CHECKDATE:01/14/2026
187955 26000078 12/22/2025 AP336 179677 1,108.77 1,108.77 01/14/2026 INV PD MEDICATION AN INVOICE:2036988 CHECKDATE:01/14/2026
187956 26000078 12/22/2025 AP336 179677 264.43 264.43 01/14/2026 INV PD MEDICATION AN INVOICE:2036999 CHECKDATE:01/14/2026
187958 26000078 12/30/2025 AP336 179677 44.05 44.05 01/14/2026 INV PD MEDICATION AN INVOICE:2037257 CHECKDATE:01/14/2026
187957 26000078 12/26/2025 AP336 179677 438.15 438.15 01/14/2026 INV PD MEDICATION AN INVOICE:2038434 CHECKDATE:01/14/2026
187959 26000078 01/02/2026 AP336 179677 175.59 175.59 01/14/2026 INV PD MEDICATION AN INVOICE:2041706 CHECKDATE:01/14/2026
187960 26000078 01/02/2026 AP336 179677 966.50 966.50 01/14/2026 INV PD MEDICATION AN INVOICE:2041708 CHECKDATE:01/14/2026

5,711.63
5697 DONALD R. LINCOLN
188037 01/01/2026 AP336 179678 36.00 36.00 01/14/2026 INV PD PROFESSIONAL INVOICE:010126 CHECKDATE:01/14/2026
1903 MATHESON TRI-GAS INC.
187963 12/26/2025 AP336 179679 219.44 219.44 01/14/2026 INV PD MEDICAL BILLA INVOICE:0032584514 CHECKDATE:01/14/2026
187964 12/26/2025 AP336 179679 252.18 252.18 01/14/2026 INV PD MEDICAL BILLA INVOICE:0032584515 CHECKDATE:01/14/2026
187965 12/31/2025 AP336 179679 226.84 226.84 01/14/2026 INV PD MEDICAL BILLA INVOICE:0032598232 CHECKDATE:01/14/2026
187966 12/31/2025 AP336 179679 193.04 193.04 01/14/2026 INV PD MEDICAL BILLA INVOICE:0032598233 CHECKDATE:01/14/2026

891.50
2038 KIM A. MIKHAEL
187967 12/31/2025 AP336 179680 150.00 150.00 01/14/2026 INV PD ADMIN HEARING INVOICE:00010.23.25-1 CHECKDATE:01/14/2026
7825 NEW HORIZONS LEARN
188183 12/10/2025 AP336 179681 3,590.00 3,590.00 01/14/2026 INV PD INTRODUCTION INVOICE:774016 CHECKDATE:01/14/2026
34 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR 7833 PHIL SCOLLICK
188193 01/07/2026 AP336 179682 80.50 80.50 01/14/2026 INV PD NOTARY FILING INVOICE:010726 CHECKDATE:01/14/2026
6464 PACIFIC INSURANCE NETWORK SYSTEMS, INC
187969 12/31/2025 AP336 179683 600.00 600.00 01/14/2026 INV PD SOFTWARE LICE INVOICE:3480 CHECKDATE:01/14/2026
6589 PUBLIC CONSULTING GROUP, LLC
187970 11/21/2025 AP336 179684 3,270.00 3,270.00 01/14/2026 INV PD HOUSING CONSU INVOICE:CIV-10038336 CHECKDATE:01/14/2026
7127 PUBLIC SAFETY CONSULTING, INC
187971 01/06/2026 AP336 179685 29,111.90 29,111.90 01/14/2026 INV PD PROFESSIONAL INVOICE:PSC#001/26 CHECKDATE:01/14/2026
6124 ROCKET JOHNS, INC
188185 26000223 10/27/2025 AP336 179686 403.63 403.63 01/14/2026 INV PD RESTROOM RENT INVOICE:30355 CHECKDATE:01/14/2026
7649 ROTH STAFFING COMPANIES, LP
187978 12/26/2025 AP336 179687 2,476.80 2,476.80 01/14/2026 INV PD TEMP STAFFING INVOICE:16351580 CHECKDATE:01/14/2026
187979 12/26/2025 AP336 179687 2,747.70 2,747.70 01/14/2026 INV PD TEMP STAFFING INVOICE:16351581 CHECKDATE:01/14/2026
187981 12/26/2025 AP336 179687 1,161.00 1,161.00 01/14/2026 INV PD TEMP STAFFING INVOICE:16351582 CHECKDATE:01/14/2026
187982 12/26/2025 AP336 179687 1,945.32 1,945.32 01/14/2026 INV PD TEMP STAFFING INVOICE:16351583 CHECKDATE:01/14/2026
187980 12/26/2025 AP336 179687 270.90 270.90 01/14/2026 INV PD TEMP STAFFING INVOICE:16351584 CHECKDATE:01/14/2026
187983 01/02/2026 AP336 179687 1,795.68 1,795.68 01/14/2026 INV PD TEMP STAFFING INVOICE:16353751 CHECKDATE:01/14/2026
187984 01/02/2026 AP336 179687 1,896.30 1,896.30 01/14/2026 INV PD TEMP STAFFING INVOICE:16353752 CHECKDATE:01/14/2026
187986 01/02/2026 AP336 179687 946.00 946.00 01/14/2026 INV PD TEMP STAFFING INVOICE:16353753 CHECKDATE:01/14/2026
187987 01/02/2026 AP336 179687 876.89 876.89 01/14/2026 INV PD TEMP STAFFING INVOICE:16353754 CHECKDATE:01/14/2026
187985 01/02/2026 AP336 179687 541.80 541.80 01/14/2026 INV PD TEMP STAFFING INVOICE:16353755 CHECKDATE:01/14/2026

14,658.39
6787 SAN DIEGO ELEVATOR AND LIFTS, LLC
188098 12/05/2025 AP336 179688 60.00 60.00 01/14/2026 INV PD PW ELEVATOR S INVOICE:7102026 CHECKDATE:01/14/2026
188100 12/11/2025 AP336 179688 150.00 150.00 01/14/2026 INV PD PW ELEVATOR S INVOICE:7102075 CHECKDATE:01/14/2026
35 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR 188101 01/06/2026 AP336 179688 150.00 150.00 01/14/2026 INV PD PW ELEVATOR S INVOICE:7102269 CHECKDATE:01/14/2026
360.00
3929 SAN DIEGO HUMANE SOCIETY AND SPCA
188024 01/01/2026 AP336 179689 53,873.00 53,873.00 01/14/2026 INV PD ANIMAL CONTRO INVOICE:AC-JAN26 CHECKDATE:01/14/2026
1698 SDC AIR POLLUTION CONTROL DISTRICT
187990 12/15/2025 AP336 179690 753.00 753.00 01/14/2026 INV PD PERMIT FEES - INVOICE:06342-2008-RI-2025A CHECKDATE:01/14/2026
4407 SDC ASSESSOR/RECORDER/COUNTY CLERK
187989 01/05/2026 AP336 179691 458.00 458.00 01/14/2026 INV PD RECORDED DOCU INVOICE:202600025 CHECKDATE:01/14/2026
187991 01/05/2026 AP336 179691 216.00 216.00 01/14/2026 INV PD RECORDED DOCU INVOICE:202600026 CHECKDATE:01/14/2026

674.00
1886 COUNTY OF SAN DIEGO, RCS
187976 01/01/2026 AP336 179692 110.00 110.00 01/14/2026 INV PD CAP CODE FOR INVOICE:26CTOFSMC06 CHECKDATE:01/14/2026
187977 01/01/2026 AP336 179692 11,712.00 11,712.00 01/14/2026 INV PD DEC 2025 RADI INVOICE:26CTOFSMN06 CHECKDATE:01/14/2026

11,822.00
1756 SAN DIEGO GAS & ELECTRIC
187988 12/15/2025 AP336 179693 33,485.11 33,485.11 01/14/2026 INV PD ACCT 00222450 INVOICE:187988 CHECKDATE:01/14/2026
6297 MEISTER SEALCOAT & SUPPLIES, LLC
187992 12/22/2025 AP336 179694 407.81 407.81 01/14/2026 INV PD ASPHALT INVOICE:89751 CHECKDATE:01/14/2026
1848 SMART & FINAL
187993 01/02/2026 AP336 179695 1,994.59 1,994.59 01/14/2026 INV PD ACCT 360383:

INVOICE:010226 CHECKDATE:01/14/2026
5638 AFECO, INC.
187994 26000032 12/29/2025 AP336 179696 4,511.99 4,511.99 01/14/2026 INV PD ANNUAL PPE IN INVOICE:SC18112 CHECKDATE:01/14/2026
7256 SPERIDIAN TECHNOLOGIES LLC
187995 08/31/2025 AP336 179697 2,916.00 2,916.00 01/14/2026 INV PD SERVICES SUPP INVOICE:38562 CHECKDATE:01/14/2026
187996 09/30/2025 AP336 179697 2,916.00 2,916.00 01/14/2026 INV PD SERVICES SUPP 36 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR INVOICE:38883 CHECKDATE:01/14/2026
187997 10/31/2025 AP336 179697 2,916.00 2,916.00 01/14/2026 INV PD SERVICES SUPP INVOICE:39227 CHECKDATE:01/14/2026
187998 11/30/2025 AP336 179697 1,466.00 1,466.00 01/14/2026 INV PD SERVICES SUPP INVOICE:39584 CHECKDATE:01/14/2026

10,214.00
1545 STAPLES BUSINESS ADVANTAGE
187999 26000076 12/13/2025 AP336 179698 178.09 178.09 01/14/2026 INV PD OFFICE SUPPLI INVOICE:6050444131 CHECKDATE:01/14/2026
7607 STRADLING YOCCA CARLSON & RAUTH LLP
188146 10/23/2025 AP336 179699 5,383.50 5,383.50 01/14/2026 INV PD LEGAL SVCS - INVOICE:425101 CHECKDATE:01/14/2026
188147 10/23/2025 AP336 179699 848.00 848.00 01/14/2026 INV PD LEGAL SVCS - INVOICE:425102 CHECKDATE:01/14/2026
188144 11/30/2025 AP336 179699 1,432.00 1,432.00 01/14/2026 INV PD LEGAL SVCS - INVOICE:426191 CHECKDATE:01/14/2026
188145 11/30/2025 AP336 179699 6,782.00 6,782.00 01/14/2026 INV PD LEGAL SVCS - INVOICE:426192 CHECKDATE:01/14/2026
188141 12/31/2025 AP336 179699 1,848.00 1,848.00 01/14/2026 INV PD LEGAL SVCS - INVOICE:427149 CHECKDATE:01/14/2026
188142 12/31/2025 AP336 179699 1,138.00 1,138.00 01/14/2026 INV PD LEGAL SVCS - INVOICE:427150 CHECKDATE:01/14/2026
188143 12/31/2025 AP336 179699 2,310.00 2,310.00 01/14/2026 INV PD LEGAL SVCS - INVOICE:427151 CHECKDATE:01/14/2026

19,741.50
6728 T-MOBILE USA INC.
188000 12/21/2025 AP336 179700 683.06 683.06 01/14/2026 INV PD ACCT 98244974 INVOICE:122125 CHECKDATE:01/14/2026
188001 01/05/2026 AP336 179701 2,722.00 2,722.00 01/14/2026 INV PD ACCT 98114072 INVOICE:010526 CHECKDATE:01/14/2026
188002 01/05/2026 AP336 179702 230.40 230.40 01/14/2026 INV PD ACCT 97675622 INVOICE:976756227-50 CHECKDATE:01/14/2026
6656 THE COMPLIANCE GUYS, LLC
188123 26000023 01/06/2026 AP336 179703 300.00 300.00 01/14/2026 INV PD UNDERGROUND S INVOICE:3458-S CHECKDATE:01/14/2026
1761 TRANE U.S. INC
188007 10/06/2025 AP336 179704 -1,433.65 -1,433.65 01/14/2026 CRM PD CREDIT FOR IN INVOICE:315704919 CHECKDATE:01/14/2026
188008 10/28/2025 AP336 179704 660.00 660.00 01/14/2026 INV PD HVAC REPAIRS:

INVOICE:315743549 CHECKDATE:01/14/2026
188009 10/30/2025 AP336 179704 495.00 495.00 01/14/2026 INV PD HVAC REPAIRS:

INVOICE:315750213 CHECKDATE:01/14/2026
188010 12/19/2025 AP336 179704 660.00 660.00 01/14/2026 INV PD HVAC REPAIRS:
37 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR INVOICE:990343778 CHECKDATE:01/14/2026

381.35
7405 TYMCO, INC
188181 12/08/2025 AP336 179705 82,855.22 82,855.22 01/14/2026 INV PD UNIT 1: LEASE INVOICE:287825 CHECKDATE:01/14/2026
188182 12/08/2025 AP336 179705 82,855.22 82,855.22 01/14/2026 INV PD UNIT 2: LEASE INVOICE:287826 CHECKDATE:01/14/2026

165,710.44
6793 UNIFIRST CORPORATION
187836 11/03/2025 AP336 179706 43.82 43.82 01/14/2026 INV PD JANITORIAL SE INVOICE:2351132331 CHECKDATE:01/14/2026
187837 11/03/2025 AP336 179706 44.48 44.48 01/14/2026 INV PD JANITORIAL SE INVOICE:2351132340 CHECKDATE:01/14/2026
187838 11/03/2025 AP336 179706 43.82 43.82 01/14/2026 INV PD JANITORIAL SE INVOICE:2351132411 CHECKDATE:01/14/2026
187843 11/04/2025 AP336 179706 55.70 55.70 01/14/2026 INV PD JANITORIAL SE INVOICE:2351132576 CHECKDATE:01/14/2026
187850 11/10/2025 AP336 179706 43.82 43.82 01/14/2026 INV PD JANITORIAL SE INVOICE:2351133376 CHECKDATE:01/14/2026
187851 11/10/2025 AP336 179706 44.48 44.48 01/14/2026 INV PD JANITORIAL SE INVOICE:2351133383 CHECKDATE:01/14/2026
187852 11/10/2025 AP336 179706 43.82 43.82 01/14/2026 INV PD JANITORIAL SE INVOICE:2351133443 CHECKDATE:01/14/2026
187857 11/11/2025 AP336 179706 55.70 55.70 01/14/2026 INV PD JANITORIAL SE INVOICE:2351133678 CHECKDATE:01/14/2026
187858 11/11/2025 AP336 179706 39.80 39.80 01/14/2026 INV PD JANITORIAL SE INVOICE:2351133761 CHECKDATE:01/14/2026
187864 11/17/2025 AP336 179706 43.82 43.82 01/14/2026 INV PD JANITORIAL SE INVOICE:2351134414 CHECKDATE:01/14/2026
187865 11/17/2025 AP336 179706 44.48 44.48 01/14/2026 INV PD JANITORIAL SE INVOICE:2351134423 CHECKDATE:01/14/2026
187866 11/17/2025 AP336 179706 43.82 43.82 01/14/2026 INV PD JANITORIAL SE INVOICE:2351134489 CHECKDATE:01/14/2026
187871 11/18/2025 AP336 179706 55.70 55.70 01/14/2026 INV PD JANITORIAL SE INVOICE:2351134701 CHECKDATE:01/14/2026
187872 11/18/2025 AP336 179706 39.80 39.80 01/14/2026 INV PD JANITORIAL SE INVOICE:2351134830 CHECKDATE:01/14/2026
187878 11/24/2025 AP336 179706 43.82 43.82 01/14/2026 INV PD JANITORIAL SE INVOICE:2351135622 CHECKDATE:01/14/2026
187886 11/25/2025 AP336 179706 39.80 39.80 01/14/2026 INV PD JANITORIAL SE INVOICE:2351135630 CHECKDATE:01/14/2026
187879 11/24/2025 AP336 179706 44.48 44.48 01/14/2026 INV PD JANITORIAL SE INVOICE:2351135632 CHECKDATE:01/14/2026
187880 11/24/2025 AP336 179706 43.82 43.82 01/14/2026 INV PD JANITORIAL SE INVOICE:2351135664 CHECKDATE:01/14/2026
187885 11/25/2025 AP336 179706 55.70 55.70 01/14/2026 INV PD JANITORIAL SE INVOICE:2351135911 CHECKDATE:01/14/2026
188013 12/01/2025 AP336 179706 43.82 43.82 01/14/2026 INV PD JANITORIAL SV INVOICE:2351136453 CHECKDATE:01/14/2026
188014 12/01/2025 AP336 179706 44.48 44.48 01/14/2026 INV PD JANITORIAL SV INVOICE:2351136467 CHECKDATE:01/14/2026
38 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR 188015 12/01/2025 AP336 179706 43.82 43.82 01/14/2026 INV PD JANITORIAL SV INVOICE:2351136538 CHECKDATE:01/14/2026
188020 12/02/2025 AP336 179706 55.70 55.70 01/14/2026 INV PD JANITORIAL SV INVOICE:2351136691 CHECKDATE:01/14/2026
188021 12/02/2025 AP336 179706 39.80 39.80 01/14/2026 INV PD JANITORIAL SV INVOICE:2351136802 CHECKDATE:01/14/2026
188150 12/02/2025 AP336 179706 129.24 129.24 01/14/2026 INV PD UNIFORMS: STR INVOICE:2351136871 CHECKDATE:01/14/2026
188152 12/02/2025 AP336 179706 120.68 120.68 01/14/2026 INV PD UNIFORMS: PAR INVOICE:2351136872 CHECKDATE:01/14/2026
188028 12/08/2025 AP336 179706 43.82 43.82 01/14/2026 INV PD JANITORIAL SV INVOICE:2351137428 CHECKDATE:01/14/2026
188029 12/08/2025 AP336 179706 44.48 44.48 01/14/2026 INV PD JANITORIAL SV INVOICE:2351137444 CHECKDATE:01/14/2026
188030 12/08/2025 AP336 179706 43.82 43.82 01/14/2026 INV PD JANITORIAL SV INVOICE:2351137535 CHECKDATE:01/14/2026
188040 12/09/2025 AP336 179706 55.70 55.70 01/14/2026 INV PD JANITORIAL SV INVOICE:2351137711 CHECKDATE:01/14/2026
188155 12/09/2025 AP336 179706 129.24 129.24 01/14/2026 INV PD UNIFORMS: STR INVOICE:2351137901 CHECKDATE:01/14/2026
188156 12/09/2025 AP336 179706 120.68 120.68 01/14/2026 INV PD UNIFORMS: PAR INVOICE:2351137903 CHECKDATE:01/14/2026
188052 12/15/2025 AP336 179706 43.82 43.82 01/14/2026 INV PD JANITORIAL SV INVOICE:2351138423 CHECKDATE:01/14/2026
188053 12/15/2025 AP336 179706 44.48 44.48 01/14/2026 INV PD JANITORIAL SV INVOICE:2351138436 CHECKDATE:01/14/2026
188054 12/15/2025 AP336 179706 43.82 43.82 01/14/2026 INV PD JANITORIAL SV INVOICE:2351138504 CHECKDATE:01/14/2026
188058 12/16/2025 AP336 179706 55.70 55.70 01/14/2026 INV PD JANITORIAL SV INVOICE:2351138685 CHECKDATE:01/14/2026
188162 12/16/2025 AP336 179706 129.24 129.24 01/14/2026 INV PD UNIFORMS: STR INVOICE:2351138847 CHECKDATE:01/14/2026
188163 12/16/2025 AP336 179706 120.68 120.68 01/14/2026 INV PD UNIFORMS: PAR INVOICE:2351138848 CHECKDATE:01/14/2026
188067 12/22/2025 AP336 179706 43.82 43.82 01/14/2026 INV PD JANITORIAL SV INVOICE:2351139352 CHECKDATE:01/14/2026
188068 12/22/2025 AP336 179706 44.48 44.48 01/14/2026 INV PD JANITORIAL SV INVOICE:2351139375 CHECKDATE:01/14/2026
188069 12/22/2025 AP336 179706 43.82 43.82 01/14/2026 INV PD JANITORIAL SV INVOICE:2351139441 CHECKDATE:01/14/2026
188169 12/23/2025 AP336 179706 129.24 129.24 01/14/2026 INV PD UNIFORMS: STR INVOICE:2351139723 CHECKDATE:01/14/2026
188170 12/23/2025 AP336 179706 122.06 122.06 01/14/2026 INV PD UNIFORMS: PAR INVOICE:2351139724 CHECKDATE:01/14/2026
188082 12/23/2025 AP336 179706 55.70 55.70 01/14/2026 INV PD JANITORIAL SV INVOICE:2351139748 CHECKDATE:01/14/2026
188084 12/29/2025 AP336 179706 43.82 43.82 01/14/2026 INV PD JANITORIAL SV INVOICE:2351140535 CHECKDATE:01/14/2026
188085 12/29/2025 AP336 179706 44.48 44.48 01/14/2026 INV PD JANITORIAL SV INVOICE:2351140537 CHECKDATE:01/14/2026
188086 12/29/2025 AP336 179706 43.82 43.82 01/14/2026 INV PD JANITORIAL SV INVOICE:2351140544 CHECKDATE:01/14/2026
188093 12/30/2025 AP336 179706 55.70 55.70 01/14/2026 INV PD JANITORIAL SV INVOICE:2351140759 CHECKDATE:01/14/2026
188176 12/30/2025 AP336 179706 129.24 129.24 01/14/2026 INV PD UNIFORMS: STR 39 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR INVOICE:2351140934 CHECKDATE:01/14/2026
188177 12/30/2025 AP336 179706 122.06 122.06 01/14/2026 INV PD UNIFORMS: PAR INVOICE:2351140935 CHECKDATE:01/14/2026

3,101.94
187839 11/03/2025 AP336 179707 29.30 29.30 01/14/2026 INV PD JANITORIAL SE INVOICE:2351132455 CHECKDATE:01/14/2026
187842 11/03/2025 AP336 179707 25.10 25.10 01/14/2026 INV PD JANITORIAL SE INVOICE:2351132508 CHECKDATE:01/14/2026
187844 11/04/2025 AP336 179707 39.80 39.80 01/14/2026 INV PD JANITORIAL SE INVOICE:2351132649 CHECKDATE:01/14/2026
187845 11/04/2025 AP336 179707 27.83 27.83 01/14/2026 INV PD JANITORIAL SE INVOICE:2351132669 CHECKDATE:01/14/2026
187846 11/04/2025 AP336 179707 34.18 34.18 01/14/2026 INV PD JANITORIAL SE INVOICE:2351132727 CHECKDATE:01/14/2026
187847 11/04/2025 AP336 179707 28.50 28.50 01/14/2026 INV PD JANITORIAL SE INVOICE:2351132729 CHECKDATE:01/14/2026
187853 11/10/2025 AP336 179707 29.30 29.30 01/14/2026 INV PD JANITORIAL SE INVOICE:2351133475 CHECKDATE:01/14/2026
187856 11/10/2025 AP336 179707 25.10 25.10 01/14/2026 INV PD JANITORIAL SE INVOICE:2351133610 CHECKDATE:01/14/2026
187859 11/11/2025 AP336 179707 27.83 27.83 01/14/2026 INV PD JANITORIAL SE INVOICE:2351133784 CHECKDATE:01/14/2026
187860 11/11/2025 AP336 179707 34.18 34.18 01/14/2026 INV PD JANITORIAL SE INVOICE:2351133829 CHECKDATE:01/14/2026
187861 11/11/2025 AP336 179707 28.50 28.50 01/14/2026 INV PD JANITORIAL SE INVOICE:2351133831 CHECKDATE:01/14/2026
187867 11/17/2025 AP336 179707 29.30 29.30 01/14/2026 INV PD JANITORIAL SE INVOICE:2351134523 CHECKDATE:01/14/2026
187870 11/17/2025 AP336 179707 25.10 25.10 01/14/2026 INV PD JANITORIAL SE INVOICE:2351134574 CHECKDATE:01/14/2026
187873 11/18/2025 AP336 179707 27.83 27.83 01/14/2026 INV PD JANITORIAL SE INVOICE:2351134836 CHECKDATE:01/14/2026
187874 11/18/2025 AP336 179707 34.18 34.18 01/14/2026 INV PD JANITORIAL SE INVOICE:2351134852 CHECKDATE:01/14/2026
187875 11/18/2025 AP336 179707 28.50 28.50 01/14/2026 INV PD JANITORIAL SE INVOICE:2351134853 CHECKDATE:01/14/2026
187887 11/25/2025 AP336 179707 27.83 27.83 01/14/2026 INV PD JANITORIAL SE INVOICE:2351135651 CHECKDATE:01/14/2026
187888 11/25/2025 AP336 179707 34.18 34.18 01/14/2026 INV PD JANITORIAL SE INVOICE:2351135696 CHECKDATE:01/14/2026
187889 11/25/2025 AP336 179707 28.50 28.50 01/14/2026 INV PD JANITORIAL SE INVOICE:2351135698 CHECKDATE:01/14/2026
187881 11/24/2025 AP336 179707 29.30 29.30 01/14/2026 INV PD JANITORIAL SE INVOICE:2351135703 CHECKDATE:01/14/2026
187884 11/24/2025 AP336 179707 25.10 25.10 01/14/2026 INV PD JANITORIAL SE INVOICE:2351135786 CHECKDATE:01/14/2026
188016 12/01/2025 AP336 179707 29.30 29.30 01/14/2026 INV PD JANITORIAL SV INVOICE:2351136580 CHECKDATE:01/14/2026
188022 12/02/2025 AP336 179707 27.83 27.83 01/14/2026 INV PD JANITORIAL SV INVOICE:2351136818 CHECKDATE:01/14/2026
188023 12/02/2025 AP336 179707 34.18 34.18 01/14/2026 INV PD JANITORIAL SV INVOICE:2351136854 CHECKDATE:01/14/2026
188025 12/02/2025 AP336 179707 28.50 28.50 01/14/2026 INV PD JANITORIAL SV INVOICE:2351136855 CHECKDATE:01/14/2026
40 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR 188129 12/02/2025 AP336 179707 31.60 31.60 01/14/2026 INV PD UNIFORMS: FLE INVOICE:2351136859 CHECKDATE:01/14/2026
188032 12/08/2025 AP336 179707 29.30 29.30 01/14/2026 INV PD JANITORIAL SV INVOICE:2351137595 CHECKDATE:01/14/2026
188041 12/09/2025 AP336 179707 39.80 39.80 01/14/2026 INV PD JANITORIAL SV INVOICE:2351137809 CHECKDATE:01/14/2026
188042 12/09/2025 AP336 179707 27.83 27.83 01/14/2026 INV PD JANITORIAL SV INVOICE:2351137833 CHECKDATE:01/14/2026
188043 12/09/2025 AP336 179707 34.18 34.18 01/14/2026 INV PD JANITORIAL SV INVOICE:2351137896 CHECKDATE:01/14/2026
188045 12/09/2025 AP336 179707 28.50 28.50 01/14/2026 INV PD JANITORIAL SV INVOICE:2351137898 CHECKDATE:01/14/2026
188158 12/09/2025 AP336 179707 31.44 31.44 01/14/2026 INV PD UNIFORMS: FLE INVOICE:2351137904 CHECKDATE:01/14/2026
188055 12/15/2025 AP336 179707 29.30 29.30 01/14/2026 INV PD JANITORIAL SV INVOICE:2351138550 CHECKDATE:01/14/2026
188059 12/16/2025 AP336 179707 39.80 39.80 01/14/2026 INV PD JANITORIAL SV INVOICE:2351138827 CHECKDATE:01/14/2026
188060 12/16/2025 AP336 179707 27.83 27.83 01/14/2026 INV PD JANITORIAL SV INVOICE:2351138832 CHECKDATE:01/14/2026
188061 12/16/2025 AP336 179707 34.18 34.18 01/14/2026 INV PD JANITORIAL SV INVOICE:2351138844 CHECKDATE:01/14/2026
188063 12/16/2025 AP336 179707 28.50 28.50 01/14/2026 INV PD JANITORIAL SV INVOICE:2351138845 CHECKDATE:01/14/2026
188165 12/16/2025 AP336 179707 32.56 32.56 01/14/2026 INV PD UNIFORMS: FLE INVOICE:2351138849 CHECKDATE:01/14/2026
188070 12/22/2025 AP336 179707 29.30 29.30 01/14/2026 INV PD JANITORIAL SV INVOICE:2351139466 CHECKDATE:01/14/2026
188074 12/23/2025 AP336 179707 39.80 39.80 01/14/2026 INV PD JANITORIAL SV INVOICE:2351139704 CHECKDATE:01/14/2026
188076 12/23/2025 AP336 179707 27.83 27.83 01/14/2026 INV PD JANITORIAL SV INVOICE:2351139708 CHECKDATE:01/14/2026
188077 12/23/2025 AP336 179707 34.18 34.18 01/14/2026 INV PD JANITORIAL SV INVOICE:2351139720 CHECKDATE:01/14/2026
188079 12/23/2025 AP336 179707 28.50 28.50 01/14/2026 INV PD JANITORIAL SV INVOICE:2351139721 CHECKDATE:01/14/2026
188172 12/23/2025 AP336 179707 32.56 32.56 01/14/2026 INV PD UNIFORMS: FLE INVOICE:2351139725 CHECKDATE:01/14/2026
188088 12/29/2025 AP336 179707 29.30 29.30 01/14/2026 INV PD JANITORIAL SV INVOICE:2351140550 CHECKDATE:01/14/2026
188094 12/30/2025 AP336 179707 39.80 39.80 01/14/2026 INV PD JANITORIAL SV INVOICE:2351140862 CHECKDATE:01/14/2026
188095 12/30/2025 AP336 179707 27.83 27.83 01/14/2026 INV PD JANITORIAL SV INVOICE:2351140873 CHECKDATE:01/14/2026
188096 12/30/2025 AP336 179707 34.18 34.18 01/14/2026 INV PD JANITORIAL SV INVOICE:2351140926 CHECKDATE:01/14/2026
188097 12/30/2025 AP336 179707 28.50 28.50 01/14/2026 INV PD JANITORIAL SV INVOICE:2351140928 CHECKDATE:01/14/2026
188179 12/30/2025 AP336 179707 31.44 31.44 01/14/2026 INV PD UNIFORMS: FLE INVOICE:2351140937 CHECKDATE:01/14/2026

1,537.29
187840 11/03/2025 AP336 179708 14.18 14.18 01/14/2026 INV PD JANITORIAL SE INVOICE:2351132465 CHECKDATE:01/14/2026
187841 11/03/2025 AP336 179708 21.22 21.22 01/14/2026 INV PD JANITORIAL SE 41 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR INVOICE:2351132468 CHECKDATE:01/14/2026
187848 11/04/2025 AP336 179708 24.36 24.36 01/14/2026 INV PD JANITORIAL SE INVOICE:2351132731 CHECKDATE:01/14/2026
187849 11/07/2025 AP336 179708 14.18 14.18 01/14/2026 INV PD JANITORIAL SE INVOICE:2351133335 CHECKDATE:01/14/2026
187854 11/10/2025 AP336 179708 14.18 14.18 01/14/2026 INV PD JANITORIAL SE INVOICE:2351133479 CHECKDATE:01/14/2026
187855 11/10/2025 AP336 179708 21.22 21.22 01/14/2026 INV PD JANITORIAL SE INVOICE:2351133480 CHECKDATE:01/14/2026
187862 11/11/2025 AP336 179708 24.36 24.36 01/14/2026 INV PD JANITORIAL SE INVOICE:2351133832 CHECKDATE:01/14/2026
187863 11/11/2025 AP336 179708 14.18 14.18 01/14/2026 INV PD JANITORIAL SE INVOICE:2351134382 CHECKDATE:01/14/2026
187868 11/17/2025 AP336 179708 14.18 14.18 01/14/2026 INV PD JANITORIAL SE INVOICE:2351134530 CHECKDATE:01/14/2026
187869 11/17/2025 AP336 179708 21.22 21.22 01/14/2026 INV PD JANITORIAL SE INVOICE:2351134532 CHECKDATE:01/14/2026
187876 11/18/2025 AP336 179708 24.36 24.36 01/14/2026 INV PD JANITORIAL SE INVOICE:2351134854 CHECKDATE:01/14/2026
187877 11/21/2025 AP336 179708 14.18 14.18 01/14/2026 INV PD JANITORIAL SE INVOICE:2351135380 CHECKDATE:01/14/2026
187890 11/25/2025 AP336 179708 24.36 24.36 01/14/2026 INV PD JANITORIAL SE INVOICE:2351135702 CHECKDATE:01/14/2026
187882 11/24/2025 AP336 179708 14.18 14.18 01/14/2026 INV PD JANITORIAL SE INVOICE:2351135709 CHECKDATE:01/14/2026
187883 11/24/2025 AP336 179708 21.22 21.22 01/14/2026 INV PD JANITORIAL SE INVOICE:2351135713 CHECKDATE:01/14/2026
187891 11/28/2025 AP336 179708 14.18 14.18 01/14/2026 INV PD JANITORIAL SE INVOICE:2351136435 CHECKDATE:01/14/2026
188128 12/01/2025 AP336 179708 12.10 12.10 01/14/2026 INV PD UNIFORMS: SEN INVOICE:2351136586 CHECKDATE:01/14/2026
188017 12/01/2025 AP336 179708 14.18 14.18 01/14/2026 INV PD JANITORIAL SV INVOICE:2351136589 CHECKDATE:01/14/2026
188018 12/01/2025 AP336 179708 21.22 21.22 01/14/2026 INV PD JANITORIAL SV INVOICE:2351136591 CHECKDATE:01/14/2026
188019 12/01/2025 AP336 179708 25.10 25.10 01/14/2026 INV PD JANITORIAL SV INVOICE:2351136628 CHECKDATE:01/14/2026
188026 12/02/2025 AP336 179708 24.36 24.36 01/14/2026 INV PD JANITORIAL SV INVOICE:2351136856 CHECKDATE:01/14/2026
188149 12/02/2025 AP336 179708 20.34 20.34 01/14/2026 INV PD UNIFORMS: FAC INVOICE:2351136860 CHECKDATE:01/14/2026
188027 12/05/2025 AP336 179708 14.18 14.18 01/14/2026 INV PD JANITORIAL SV INVOICE:2351137366 CHECKDATE:01/14/2026
188154 12/08/2025 AP336 179708 12.10 12.10 01/14/2026 INV PD UNIFORMS: SEN INVOICE:2351137602 CHECKDATE:01/14/2026
188034 12/08/2025 AP336 179708 14.18 14.18 01/14/2026 INV PD JANITORIAL SV INVOICE:2351137603 CHECKDATE:01/14/2026
188035 12/08/2025 AP336 179708 21.22 21.22 01/14/2026 INV PD JANITORIAL SV INVOICE:2351137608 CHECKDATE:01/14/2026
188038 12/08/2025 AP336 179708 25.10 25.10 01/14/2026 INV PD JANITORIAL SV INVOICE:2351137633 CHECKDATE:01/14/2026
188047 12/09/2025 AP336 179708 24.36 24.36 01/14/2026 INV PD JANITORIAL SV INVOICE:2351137900 CHECKDATE:01/14/2026
188160 12/09/2025 AP336 179708 16.30 16.30 01/14/2026 INV PD UNIFORMS: FAC INVOICE:2351137905 CHECKDATE:01/14/2026
42 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR 188050 12/15/2025 AP336 179708 25.10 25.10 01/14/2026 INV PD JANITORIAL SV INVOICE:2351138417 CHECKDATE:01/14/2026
188048 12/12/2025 AP336 179708 14.18 14.18 01/14/2026 INV PD JANITORIAL SV INVOICE:2351138488 CHECKDATE:01/14/2026
188161 12/15/2025 AP336 179708 12.10 12.10 01/14/2026 INV PD UNIFORMS: SEN INVOICE:2351138553 CHECKDATE:01/14/2026
188056 12/15/2025 AP336 179708 14.18 14.18 01/14/2026 INV PD JANITORIAL SV INVOICE:2351138555 CHECKDATE:01/14/2026
188057 12/15/2025 AP336 179708 21.22 21.22 01/14/2026 INV PD JANITORIAL SV INVOICE:2351138557 CHECKDATE:01/14/2026
188065 12/16/2025 AP336 179708 24.36 24.36 01/14/2026 INV PD JANITORIAL SV INVOICE:2351138846 CHECKDATE:01/14/2026
188166 12/16/2025 AP336 179708 16.30 16.30 01/14/2026 INV PD UNIFORMS: FAC INVOICE:2351138850 CHECKDATE:01/14/2026
188066 12/19/2025 AP336 179708 14.18 14.18 01/14/2026 INV PD JANITORIAL SV INVOICE:2351139420 CHECKDATE:01/14/2026
188168 12/22/2025 AP336 179708 12.10 12.10 01/14/2026 INV PD UNIFORMS: SEN INVOICE:2351139468 CHECKDATE:01/14/2026
188071 12/22/2025 AP336 179708 14.18 14.18 01/14/2026 INV PD JANITORIAL SV INVOICE:2351139469 CHECKDATE:01/14/2026
188072 12/22/2025 AP336 179708 21.22 21.22 01/14/2026 INV PD JANITORIAL SV INVOICE:2351139470 CHECKDATE:01/14/2026
188073 12/22/2025 AP336 179708 25.10 25.10 01/14/2026 INV PD JANITORIAL SV INVOICE:2351139520 CHECKDATE:01/14/2026
188080 12/23/2025 AP336 179708 24.36 24.36 01/14/2026 INV PD JANITORIAL SV INVOICE:2351139722 CHECKDATE:01/14/2026
188173 12/23/2025 AP336 179708 16.30 16.30 01/14/2026 INV PD UNIFORMS: FAC INVOICE:2351139726 CHECKDATE:01/14/2026
188175 12/29/2025 AP336 179708 12.10 12.10 01/14/2026 INV PD UNIFORMS: SEN INVOICE:2351140551 CHECKDATE:01/14/2026
188089 12/29/2025 AP336 179708 14.18 14.18 01/14/2026 INV PD JANITORIAL SV INVOICE:2351140552 CHECKDATE:01/14/2026
188090 12/29/2025 AP336 179708 21.22 21.22 01/14/2026 INV PD JANITORIAL SV INVOICE:2351140553 CHECKDATE:01/14/2026
188091 12/29/2025 AP336 179708 25.10 25.10 01/14/2026 INV PD JANITORIAL SV INVOICE:2351140601 CHECKDATE:01/14/2026
188083 12/26/2025 AP336 179708 14.18 14.18 01/14/2026 INV PD JANITORIAL SV INVOICE:2351140621 CHECKDATE:01/14/2026
188099 12/30/2025 AP336 179708 24.36 24.36 01/14/2026 INV PD JANITORIAL SV INVOICE:2351140931 CHECKDATE:01/14/2026
188180 12/30/2025 AP336 179708 16.30 16.30 01/14/2026 INV PD UNIFORMS: FAC INVOICE:2351140938 CHECKDATE:01/14/2026

922.82
4734 SAN DIEGO NEWSPAPER HOLDINGS, LLC
188003 12/31/2025 AP336 179709 801.55 801.55 01/14/2026 INV PD LEGAL AD SVCS INVOICE:0000633002 CHECKDATE:01/14/2026
1482 US BANK
188131 11/25/2025 AP336 179710 1,026.26 1,026.26 01/14/2026 INV PD SVCS: OCTOBER INVOICE:15046672 CHECKDATE:01/14/2026
5407 US BANK CORPORATE PAYMENT SYSTEMS
43 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR 188151 11/25/2025 AP336 179711 1,001.73 1,001.73 01/14/2026 INV PD ACCT ENDING 6 INVOICE:188151 CHECKDATE:01/14/2026
188153 11/25/2025 AP336 179711 2,020.30 2,020.30 01/14/2026 INV PD ACCT ENDING 3 INVOICE:188153 CHECKDATE:01/14/2026
188157 11/25/2025 AP336 179711 289.29 289.29 01/14/2026 INV PD ACCT ENDING 4 INVOICE:188157 CHECKDATE:01/14/2026
188159 11/25/2025 AP336 179711 856.77 856.77 01/14/2026 INV PD ACCT ENDING 7 INVOICE:188159 CHECKDATE:01/14/2026
188164 11/25/2025 AP336 179711 1,490.41 1,490.41 01/14/2026 INV PD ACCT ENDING 5 INVOICE:188164 CHECKDATE:01/14/2026
188167 11/25/2025 AP336 179711 2,464.95 2,464.95 01/14/2026 INV PD ACCT ENDING 3 INVOICE:188167 CHECKDATE:01/14/2026
188171 11/25/2025 AP336 179711 1,235.13 1,235.13 01/14/2026 INV PD ACCT ENDING 5 INVOICE:188171 CHECKDATE:01/14/2026
188174 11/25/2025 AP336 179711 1,739.40 1,739.40 01/14/2026 INV PD ACCT ENDING 1 INVOICE:188174 CHECKDATE:01/14/2026
188178 11/25/2025 AP336 179711 672.64 672.64 01/14/2026 INV PD ACCT ENDING 7 INVOICE:188178 CHECKDATE:01/14/2026

11,770.62
1740 VALLECITOS WATER DISTRICT
188087 12/30/2025 AP336 179712 855.60 855.60 01/14/2026 INV PD CUST NO 00057 INVOICE:188087 CHECKDATE:01/14/2026
188106 01/06/2026 AP336 179712 2,712.77 2,712.77 01/14/2026 INV PD CUST NO 00004 INVOICE:188106 CHECKDATE:01/14/2026

3,568.37
1852 VERIZON WIRELESS
188132 12/20/2025 AP336 179713 5,625.48 5,625.48 01/14/2026 INV PD ACCT 97026115 INVOICE:6131557904 CHECKDATE:01/14/2026
1474 VSP
188198 12/03/2025 AP336 179714 -23.62 -23.62 01/14/2026 CRM PD VOL VISION (R INVOICE:2025124062974 CHECKDATE:01/14/2026
188195 12/03/2025 AP336 179714 1,130.36 1,130.36 01/14/2026 INV PD VOL VISION (A INVOICE:824193275 CHECKDATE:01/14/2026
188194 12/03/2025 AP336 179714 1,260.94 1,260.94 01/14/2026 INV PD VOL VISION (A INVOICE:824194744 CHECKDATE:01/14/2026
188197 12/03/2025 AP336 179714 8.50 8.50 01/14/2026 INV PD VOL VISION (C INVOICE:824194747 CHECKDATE:01/14/2026
188196 12/03/2025 AP336 179714 86.08 86.08 01/14/2026 INV PD VOL VISION (R INVOICE:824194751 CHECKDATE:01/14/2026
188134 01/03/2026 AP336 179714 1,174.45 1,174.45 01/14/2026 INV PD VOL VISION (A INVOICE:824384892 CHECKDATE:01/14/2026
188133 01/03/2026 AP336 179714 1,229.98 1,229.98 01/14/2026 INV PD VOL VISION (A INVOICE:824386697 CHECKDATE:01/14/2026
188136 01/03/2026 AP336 179714 8.50 8.50 01/14/2026 INV PD VOL VISION (C INVOICE:824386705 CHECKDATE:01/14/2026
188135 01/03/2026 AP336 179714 86.08 86.08 01/14/2026 INV PD VOL VISION (R INVOICE:824386708 CHECKDATE:01/14/2026
44 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR 4,961.27
3070 WEST COAST ARBORISTS, INC.
188137 11/26/2025 AP336 179715 6,072.00 6,072.00 01/14/2026 INV PD TREE WORK: PW INVOICE:238005 CHECKDATE:01/14/2026
6886 WHITE CAP SUPPLY HOLDINGS II, LLC
188138 12/11/2025 AP336 179716 322.06 322.06 01/14/2026 INV PD SAFETY SUPPLI INVOICE:50034631547 CHECKDATE:01/14/2026
188139 12/22/2025 AP336 179716 1,700.31 1,700.31 01/14/2026 INV PD PERMA PATCH INVOICE:50034779828 CHECKDATE:01/14/2026
188140 26000279 01/06/2026 AP336 179716 35.66 35.66 01/14/2026 INV PD SAFETY SUPPLI INVOICE:50034879672 CHECKDATE:01/14/2026
2,058.03
588 INVOICES 1,516,111.82
** END OF REPORT - Generated by Norris, Danielle **
/dzK&^EDZK^
WWZKs
z͗ Ryan Rector
Digitally signed by Ryan Rector
Date: 2026.01.21 10:05:08 -08'00'
45 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR 5944 GAFCON PM-CM, LLC
187750 20000373 12/09/2025 CIP336 179631 324.45 324.45 01/07/2026 INV PD TO 7 - DBE AN INVOICE:53027 CHECKDATE:01/07/2026
187748 25000174 12/09/2025 CIP336 179631 464.79 464.79 01/07/2026 INV PD DBE AND LABOR INVOICE:53037 CHECKDATE:01/07/2026
789.24
1820 KIMLEY-HORN AND ASSOCIATES, INC.
187751 26000208 10/31/2025 CIP336 179632 16,514.00 16,514.00 01/07/2026 INV PD TO 48 - ON CA INVOICE:33990514 CHECKDATE:01/07/2026
187752 24000172 11/30/2025 CIP336 179632 17,058.57 17,058.57 01/07/2026 INV PD TO 40 - ON CA INVOICE:34132663 CHECKDATE:01/07/2026
187753 26000166 11/30/2025 CIP336 179632 10,883.91 10,883.91 01/07/2026 INV PD TO 47 - ON CA INVOICE:34132667 CHECKDATE:01/07/2026
187754 26000208 11/30/2025 CIP336 179632 23,889.28 23,889.28 01/07/2026 INV PD TO 48 - ON CA INVOICE:34132668 CHECKDATE:01/07/2026
68,345.76
4825 UNIFORMS PLUS
187757 12/09/2025 CIP336 179633 225.81 225.81 01/07/2026 INV PD REPLACEMENT C INVOICE:62902 CHECKDATE:01/07/2026
7044 VILLA CIVIL, APC
187759 12/22/2025 CIP336 179634 28,085.00 28,085.00 01/07/2026 INV PD ON CALL ENG S INVOICE:22-015.24 CHECKDATE:01/07/2026
5944 GAFCON PM-CM, LLC
188200 25000493 12/09/2025 CIP336 179717 215.47 215.47 01/14/2026 INV PD TO 4 - DBE AN INVOICE:53041 CHECKDATE:01/14/2026
7606 MCPARLANE & ASSOCIATES, INC
188188 10/31/2025 CIP336 179718 6,000.00 6,000.00 01/14/2026 INV PD HVAC DESIGN S INVOICE:213389 CHECKDATE:01/14/2026
6124 ROCKET JOHNS, INC
188189 01/06/2026 CIP336 179719 784.50 784.50 01/14/2026 INV PD RESTROOM RENT INVOICE:31388 CHECKDATE:01/14/2026
7811 DAVID LIRA
187564 11/26/2025 CIP336 179720 810.00 810.00 12/24/2025 INV PD EVCS GRANT RE INVOICE:187564 CHECKDATE:01/14/2026
12 INVOICES 105,255.78
46 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:18
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR ** END OF REPORT - Generated by Norris, Danielle **
/dzK&^EDZK^
WWZKs
z͗Ryan Rector
Digitally signed by Ryan Rector
Date: 2026.01.21 10:03:01 -08'00'
47 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:19
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR 6252 EIDE BAILLY LLP
188191 12/26/2025 RDA336 179721 1,865.63 1,865.63 01/14/2026 INV PD RDA CITY ACCO INVOICE:EI01980741RDA CHECKDATE:01/14/2026
7050 US BANK - TRUST
188192 11/25/2025 RDA336 179722 2,750.00 2,750.00 01/14/2026 INV PD RDA TAXABLE T INVOICE:7980560 CHECKDATE:01/14/2026
2 INVOICES 4,615.63
** END OF REPORT - Generated by Norris, Danielle **
/dzK&^EDZK^
WWZKs
z͗Ryan Rector
Digitally signed by Ryan Rector
Date: 2026.01.21 10:01:26 -08'00'
48 &,7<2)6$10$5&26
9(1'25,192,&(/,67
Report generated: 01/20/2026 07:19
User: DNorris
Program ID: apinvlst

DOCUMENT P.O. INV DATE CHECK RUN CHECK # INVOICE NET PAID AMOUNT DUE DATE TYPE STS DESCR 6154 JANEL RODRIGUEZ
187834 12/19/2025 WIRE336 270 646.15 646.15 01/07/2026 DIR PD CASE #17FL007 INVOICE:121925 CHECKDATE:12/26/2025
188201 01/12/2026 WIRE336 271 646.15 646.15 01/14/2026 DIR PD CASE #17FL007 INVOICE:010226 CHECKDATE:01/14/2026
2 INVOICES 1,292.30
** END OF REPORT - Generated by Norris, Danielle **
/dzK&^EDZK^
WWZKs
z͗ Ryan Rector
Digitally signed by Ryan Rector
Date: 2026.01.21 10:03:40 -08'00'
49 City of San Marcos
Staff Report
1 Civic Center Drive
San Marcos, CA 92069
File #:TMP-2380
MEETING DATE:

January 27, 2026
SUBJECT:

RESOLUTION NO. 2026-9533 - APPROVING AMENDMENTS TO THE SAN MARCOS PENALTY FEE

SCHEDULE FOR PARKING VIOLATIONS
Recommendation
APPROVE resolution to modify the Penalty Fee Schedule for Parking Violations Board or Commission Action
Not Applicable
Relevant Council Strategic Theme
Good Governance
Executive Summary
The proposed Resolution would approve amendments to the City’s Penalty Fee Schedule for Vehicle Code Violations and Parking Violations to include a penalty fee amount for violations of California Vehicle Code Section 22500(n).

Discussion
The California Vehicle Code (“CVC”) was updated in 2023 to add CVC Section 22500(n) which prohibits the parking of a vehicle within 20 feet of a marked or unmarked crosswalk. The City’s penalty fee schedule for parking violations does not currently include CVC Section 22500(n). The California Penal Code penalty schedule for infraction violations of the CVC is established by the Judicial Council in accordance with Section 40310 of the CVC. The CVC authorizes local jurisdictions to set the penalty schedule for parking infraction violations not specifically provided for in CVC Section 40310. CVC Section 22500(n) is not a section of the CVC that has a prescribed penalty fee amount.

The City establishes a penalty fee schedule for parking violations within the City. The most recent amendment of the Penalty Fee Schedule was passed on September 24, 2024 but the penalty fee amount for 22500(n) was not included in that update. The fees shall be charged for the parking or traffic violations of the San Marcos Municipal Code and California Vehicle Code as identified in Attachment 1.

Environmental Review
This action does not constitute a “project” as defined under Section 15378 of the California Environmental Quality Act Guidelines (California Code of Regulations, Title 14, Division 6, Chapter 3, Sections 15000 - City of San Marcos Printed on 1/23/2026Page 1 of 2
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50 File #:TMP-2380
15387) and is therefore not subject to environmental review pursuant to Guidelines Section 15060(c)(3).

Fiscal Impact
There is no anticipated fiscal impact associated with this action, as the additions or revisions to the Parking Violation Penalty Fee Schedule are not anticipated to significantly affect current fine and penalty income.

Attachment(s)

1. Proposed Amendments to City of San Marcos Penalty Fee Schedule for Parking Violations

2. Resolution
Prepared by: Punam Prahalad, Deputy City Attorney
Reviewed by: Helen Peak, City Attorney
Approved by: Michelle Bender, City Manager
City of San Marcos Printed on 1/23/2026Page 2 of 2
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51 Resolution 2026 – XXXX
January 27, 2026

RESOLUTION NO. 2026-XXXX
A

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN

MARCOS, CALIFORNIA, APPROVING AMENDMENTS TO THE

SAN MARCOS PENALTY FEE SCHEDULE FOR PARKING

VIOLATIONS
WHEREAS, the San Diego County Superior Court (“Court”) annually publishes its Bail Schedule (“Bail Schedule”) for all misdemeanor and infraction offenses in the Count y, except Vehicle Code Violations; and
WHEREAS, penalties for Vehicle Code violations are instead included in the City’s Penalty Fee Schedule for Parking Violations (“Fee Schedule”); and WHEREAS, the Fee Schedule is in need of an update for consistency with the Vehicle Code; and
WHEREAS, San Marc os Municipal Code (SMMC) section 1.12 060 authorizes the City Council to approve fine amounts imposed for violations of the SMMC; and WHEREAS, a review of the current Fee Schedule has been conducted to determine the appropriate update to the same; and
WHEREAS, based on that review, staff has recommended that the Parking Violation Penalty Fee Schedule be amended as reflected in the Attachment 1, “Proposed Amendments to City of San Marcos Penalty Fee Schedule for Parking Violations.” NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of San Marcos does hereby find and approve as follows:

1. The foregoing recitals are incorporated herein by reference;

2. The amendment of the City of San Marcos Penalty Fee Schedule for Park ing Violations, as reflected in Attachment 1 to this Resolution, is hereby approved; and

3. The City Attorney, in coordination with the City Manager, may make other minor modifications to the Penalty Fee Schedule as may be required to be consistent with this Resolution and to conform to the SMMC.

P

ASSED, APPROVED AND ADOPTED BY THE CITY COUNCIL OF THE CITY OF SAN MARCOS at a regular meeting held on the 27th day of January 2026, by the following roll call vote:
52 Resolution 2026 – XXXX
January 27, 2026

AYES: COUNCILMEMBERS:

NOES: COUNCILMEMBERS:

ABSENT: COUNCILMENBERS:

______________________________
Rebecca D. Jones, Mayor
City of San Marcos

ATTEST:

_____________________________
Phillip Scollick, City Clerk
City of San Marcos
53 ATTACHMENT 1
Proposed Amendments to City of San Marcos Penalty Fee Schedule for Parking Violations

CODE SECTION TITLE IF PAID WITHIN 30
DAYS
CVC 4000(a) Vehicle Registration
Required $83
CVC 4462(b) Wrong License Plate on
Vehicle $83
CVC 5200(a) Display of License Plates $52
CVC 5201 Positioning of License
Plates $52
CVC 5204(a) Current Tabs on License
Plate (Year and Month) $83
CVC 21211(b) Vehicle in the Bike Lane $52
CVC 22500(a) Vehicle in Intersection $52
CVC 22500(b) Vehicle in Crosswalk $52
CVC 22500(c) Violation of Safety Zone $52
CVC 22500(d) Vehicle Within 15' of Fire
Station Driveway $52
CVC 22500(e) Vehicle Blocking
Driveway $52
CVC 22500(f) Vehicle Blocking
Sidewalk $52
CVC 22500(g) Obstructing Traffic;
Parked near Excavation $52
CVC 22500(h) Vehicle Double Parked $52
CVC 22500(i) Vehicle Parked in Bus
Loading Zone $83
CVC 22500(k) Vehicle Parked on a
Bridge $52
CVC 22500(I) Vehicle Blocking Access
Ramp $350
CVC 22500(n) Vehicle Parked within 20 ft
of Crosswalk $52
CVC 22500.1 Vehicle Parked in Fire
Lane $83
CVC 22502(a) Right Wheels more than
18" from curb $52
CVC 22507.8(a) Parking in a Disabled
Person Stall $430
CVC 22507.8(b) Blocking Disabled
Person Stall $430
CVC 22507.8(c) Parking in a Disabled
Person Loading Zone $430
CVC 22509 Parking on a Hill: Failure
to Block Tires $52
CVC 22514 Parking within 15' of Fire
Hydrant $83
CVC 22515(a) Unattended Vehicle $52
CVC 22521 Vehicle Parked On or
Near railroad track $52
CVC 22522
Parking within 3' of
Designated Sidewalk
Access Ramp with Sign

$350
54 ATTACHMENT 1
Proposed Amendments to City of San Marcos Penalty Fee Schedule for Parking Violations

CODE SECTION TITLE IF PAID WITHIN 30
DAYS
SMMC 9.04.080(c)(1)

Parking only in
designated areas in
City Parks
$52
SMMC 9.04.080(c)(2)

Parking in City Park
after closing hour

$52
SMMC 12.20.030(a) No Parking as Marked $52
SMMC 12.20.030(b)
Parking Within Center
Median Unless
Authorized
$52
SMMC 12.20.030(c) Parking within
Roundabout $52
SMMC 12.20.030(d) Parking within 20” of
Traffic Signal/Stop Sign $52
SMMC 12.20.030(e) No Parking/Street
Maintenance $52
SMMC 12.20.030(g) No Parking where
marked in Intersection $52
SMMC 12.20.030(h) Parking on Sidewalk or
Bike Lane $52
SMMC 12.20.030(i) Parking or Stopping
Causing Traffic Hazard $52
SMMC 12.20.040(a)
No Parking for Non-
Emergency Repairs

$52
SMMC 12.20.050 Failure to Block Tires
on Grade $52
SMMC 12.20.070 Obstructing Flow of
Traffic $52
SMMC 12.20.150(a) Commercial Vehicle in
Residential Area $52
SMMC 12.20.160(a) RV/Mobile Living Unit
on Residential Street $52
SMMC 12.20.170
RV or Commercial
Vehicle Parked on Any
Street 2:00 a.m. to 6:00
a.m.
$52
SMMC 12.20.190 72 hour Parking
Violation $52

55 City of San Marcos
Staff Report
1 Civic Center Drive
San Marcos, CA 92069
File #:26-2789
MEETING DATE:

January 27, 2026
SUBJECT:

RESOLUTION NO. 2026-9534 - APPROVING THE 2026 LEGISLATIVE PLATFORM Recommendation
ADOPT a resolution approving the 2026 San Marcos Legislative Platform to guide the City’s legislative program and advocacy activities.

Relevant Council Strategic Theme
Planning for the Future
Good Governance
Introduction
The City Council has prioritized an active legislative program that seeks to protect the City’s local autonomy and ensure that the interests of its residents and businesses are protected and/or enhanced. The City continues to retain legislative advocates in Sacramento who actively monitor legislation, assist with funding requests, and advocate on behalf of the City of San Marcos in committee hearings and in meetings with legislators and agency officials.

Discussion
Reflecting the priority of influencing legislative activity, the City Council has adopted policies and procedures to guide legislative monitoring and advocacy at the state and federal levels.

Legislative procedures, adopted in 2008 and revised in 2013, direct the development of the legislative platform and day-to-day bill tracking. The legislative platform, amended annually, serves as the foundation for a focused advocacy strategy and provides the clarity required to ensure efforts are directed towards only the most important and impactful bills.

The 2026 draft legislative platform includes many of the same priorities as the 2025 platform, including the protection of local finances, the preservation of local control, sustainability and energy strategies, labor relations, transportation, and communications. Similarly, the League of California Cities (Cal Cities) has adopted its 2026 Advocacy Priorities (Attachment C) to include: protect local revenues and expand economic development tools; strengthen climate change resiliency and disaster preparedness; strengthen and modernize critical infrastructure; and secure investments to prevent and reduce homelessness and increase the supply of affordable housing. Staff recommend that City Council review and adopt the 2026 Legislative Platform.

City of San Marcos Printed on 1/23/2026Page 1 of 3
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56 File #:26-2789
Early Legislation - 2026 Session
The Legislature has just begun introducing legislation for the second half of the legislative session. There are several important dates to be aware of, they are:
· January 23: Deadline to submit bill requests to the Office of Legislative Counsel · January 31: Deadline for 2-year bills to be passed from first house · February 20: Bill introduction deadline
Since the beginning of the legislative session, several bills of interest have already been introduced. They include:
· SB 457 (Becker) Housing element compliance: committed assistance: in-kind services. This bill will deal with in-kind services.
· SB 677 (Wiener). - Housing development: transit-oriented development. This bill will be SB 79 clean-up legislation.
· AB 768 (Avila Farias). - Mobilehome parks: rent protections: local rent control. This bill will deal with mobile home rent controls.
· AB 874 (Avila Farias). - Mitigation Fee Act: development impact fees: qualified residential ownership and qualified rental projects. This bill will require a 100% affordable development to have 0 impact fee, or a 30-55 year loan.
· AB 1406 (Wicks). - Residential property contracts: liquidated damages. This bill will impact condo defect liability.

Staff, and lobbyist consultants will monitor these bills, and all other legislation that is introduced, or amended during the second year of this legislative session.

Environmental Review
The proposed action does not constitute a “project” as defined under Section 15378 of the California Environmental Quality Act Guidelines (California Code of Regulations, Title 14, Division 6, Chapter 3, Sections 15000 - 15387), and is therefore not subject to environmental review pursuant to Guidelines Section 15060(c) (3).

Fiscal Impact
There is no fiscal impact directly associated with the adoption of the legislative platform.

Attachments
Attachment A: Draft 2026 Legislative Platform
Attachment B: Resolution
Attachment C: Cal Cities 2025 Advocacy Priorities
Attachment D: Cal Cities 2026 Advocacy Priorities
City of San Marcos Printed on 1/23/2026Page 2 of 3
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57 File #:26-2789
Prepared by: Michael Lieberman, Legislative Analyst
Reviewed by: Phil Scollick, City Clerk/Director of Legislative Affairs Approved by: Michelle Bender, City Manager
City of San Marcos Printed on 1/23/2026Page 3 of 3
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58 City of San Marcos
1 Civic Center Drive
San Marcos, CA 92069

City of San Marcos, California 1 Civic Center Drive | San Marcos, CA 92069 | (760) 744-1050 | p. 1 2026 Legislative Platform

GUIDING PRINCIPLES

Introduction

The 2026 Legislative Platform provides a framework for the City of San Marcos’ Legislative Program and is the foundation of a focused advocacy strategy. Adopted annually, the legislative platform serves as a reference guide for City Council members, City officials and staff in considering and evaluating legislative proposals introduced at both the state and federal levels.

While City legislative interests touch a broad range of policy areas, maintaining a focused legislative platform allows for responsive and directed action each year to address critical issues on behalf of the City of San Marcos.

Legislative Program

The primary objective of the Legislative Platform is for the City Council to adopt official city positions on clearly stated legislative issues at the start of the legislative session. By doing this, the legislative approval process is streamlined by receiving clear direction at the beginning of the legislative session from the City Council on pertinent legislative issues.

The platform is developed and maintained using the goals and objectives of the City Council, a review of legislative priorities from the League of California Cities, input from City staff, research of current law and pending legislation, as well as discussions with the city’s legislative advocates.

Federal and state legislative proposals and policies consistent with the Legislative Platform may be supported by the city. Those policies or proposals inconsistent with this agenda may be opposed by the city.

For proposed legislation, either consistent with the city’s Legislative Platform, Legislative Guidelines or consistent with legislative positions the city has taken in the past, city staff shall be authorized to prepare position letters for the Mayor’s signature. Items not addressed in the city’s Legislative Priorities may require further Council direction. Legislative priorities may only address issues directly relevant to or impacting the provision of municipal services. Generally, the city will not address matters that are not pertinent to the city’s local government services such as social or international issues.

City departments are encouraged to monitor and be knowledgeable of any legislative issues related to their areas. However, any requests for the city to take positions on a legislative or regulatory matter must be directed to the City Manager’s Office. City departments may not take 59 City of San Marcos
1 Civic Center Drive
San Marcos, CA 92069
City of San Marcos, California 1 Civic Center Drive | San Marcos, CA 92069 | (760) 744-1050 | p. 2 positions on legislative or regulatory issues without the City Manager’s Office review and approval.

STATE PRIORITIES

The City of San Marcos strongly promotes local control and home rule for cities and will support or oppose legislation, regulations and proposed constitutional amendments based on whether they advance maximum local control by city governments over city revenues, land use, community development and other municipal activities.

Local Control
 Support full cost reimbursement to the city for all federal, state or county-mandated programs.
 Oppose any legislation or proposed regulation that preempts local authority or weakens the independence of charter cities. Each community has unique needs and characteristics that are best addressed by the local governing body.
 Oppose any new program mandates that are unfunded and/or partially funded.  Oppose any state efforts to further weaken the city’s role in regional governance.

Local Finance
 Support the protection of existing local funding sources and the authorities that provide funding to the City of San Marcos. This support may include the preservation of state- shared revenues, and the ability to collect revenue for the use of public rights-of-way or city-owned facilities.
 Support measures that would provide fiscal independence to cities.  Oppose statewide attempts to preempt local budgetary control or remove the ability of a local government to set its own policy.
 Oppose any change in revenue allocations that would negatively affect local government, including the redistribution of any taxes, fees, or grants.  Oppose any legislation that would make local agencies more dependent on the state for financial stability and policy direction.

Community Services
 Support measures that provide assistance for community park facilities, open space, and recreation programs.
 Support legislation that grants additional immunity to local agencies for recreational activities in community parks and recreation areas.

Labor Relations and Pensions
 Support efforts to enact workers’ compensation and pension reform that lowers employers’ costs while still protecting workers. Support legislation that limits the ability of employees to receive workers' compensation benefits for occupational 60 City of San Marcos
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City of San Marcos, California 1 Civic Center Drive | San Marcos, CA 92069 | (760) 744-1050 | p. 3 injuries/illnesses that result from stress, disciplinary action or performance evaluations or consultations.
 Oppose legislation or regulations that would unreasonably increase employer medical costs for workers’ compensation or that increases workers' compensation benefits without providing for concurrent cost controls.
 Oppose any measure that would grant employee benefits that should be decided at the local bargaining table.
 Oppose any legislation that would reduce local authority to resolve public employee disputes or impose regulations of an outside agency (such as PERB).  Support proposals that will help the state and cities with their unfunded pension liabilities, ensuring that cities can continue to offer meaningful benefits to employees while still providing the levels of service residents expect.

Land Use/Planning and Economic Development
 Support legislation that strengthens the concept of local control for local decision making on land use and zoning matters.
 Support legislation that preserves the municipal authority over the public right-of-way including fair and reasonable compensation for the use of the right-of-way.  Support legislation that expands community and economic development tools and funding options for cities and their businesses.
 Support legislation that provides funding for habitat management planning, maintenance, administration and local control.
 Oppose legislation that would limit or restrict local land use decision-making authority, including the imposition of one-size-fits-all, land-use, parking, building and development guidelines.

Public Safety
 Support measures that move forward the goals established by the local San Diego Internet Crimes Against Children Task Force and assist in the reduction of child pornography, child predators and sex offenders, and human sex trafficking.  Support policies that will assist local law enforcement with the comprehensive and collaborative management of sex offenders, including tools for tracking the location of sex offenders within local jurisdictions, so long as state-mandated programs provide for full reimbursement to all local agencies.
 Support policies that provide funding and local assistance for gang intervention and prevention programs.
 Support measures that limit the ability of minors to engage in alcohol consumption and other substances like marijuana, synthetic marijuana, and spice. Support policies that hold social hosts responsible for underage drinking and marijuana use and create additional penalties for repeat driving under the influence offenders, so long as related state-mandated programs or services provide for full reimbursement to all local agencies.  Support efforts to reduce and eliminate drugged driving and drunk driving on state and local roads.
61 City of San Marcos
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City of San Marcos, California 1 Civic Center Drive | San Marcos, CA 92069 | (760) 744-1050 | p. 4  Support efforts to maintain sufficient Public Safety Realignment funding and establish an equitable county allocation formula for local governments to adequately manage the shifting of inmates from state prisons to local jails.
 Support legislation that addresses public safety concerns arising from reduced sentencing laws and initiatives.
 Protect local authority and funding in the implementation of the Adult Use of Marijuana Act.
 Support legislation that provides funding support for disaster preparedness, including:
earthquake preparedness, fire prevention and response, Homeland Security, hazardous material response, and other local disaster relief activities.  Support legislation that clarifies the use of unmanned aerial devices during emergencies (like wildfires) and provides local agencies protection if those devices are damaged in the course of responding to an emergency.
 Oppose any efforts that take away the ability of local agencies to choose their emergency response providers, increase EMS costs, or increase EMS reporting requirements.

Support innovative efforts and pilot programs that enable emergency providers to control costs.

Housing and Redevelopment
 Support legislation that creates workable mechanisms to finance local government infrastructure and fills the revenue gap resulting from the dissolution of redevelopment in 2012.
 Support legislation that extends the time available to redevelopment oversight boards to complete their work.
 Support legislation that works to solve the state and region’s problems with homelessness if it also protects a city’s ability to preserve public safety and livability.

State Grants
 Actively seek grants for various infrastructure and community projects, especially those related to the Creek Specific Plan.
 Actively seek grants and apply them to City Council priorities such as public safety, adoption of technology, and other critical community needs.  Support legislation that provides incentives or grant opportunities for community improvements at the local level.

Sustainability
 Support legislation that retains and/or provides local flexibility in determining how best to meet state sustainability and energy efficiency standards.  Support legislation to increase availability and promote the adoption of energy efficient technologies and the use of alternative/renewable energy sources, so long as related state- mandates and programs fully reimburse local agencies.
 Support legislation that will increase the number and amount of available grants and other funding mechanisms for sustainability and energy efficiency programs at the local level. 62 City of San Marcos
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City of San Marcos, California 1 Civic Center Drive | San Marcos, CA 92069 | (760) 744-1050 | p. 5  Support the incremental revision of stormwater regulation and stormwater permitting in a manner that retains local flexibility to determine how best to meet the State’s water quality objectives.
 Oppose one-size-fits-all stormwater permitting mandates and guidelines.  Support legislation that improves and streamlines the California Environmental Quality Act (CEQA) and provides funding to assist local agencies in implementing CEQA.

Telecommunication
 Support legislation that returns local government input into the state telecommunication franchising process.
 Support legislation expanding local jurisdictions’ use of Public, Educational and Government (PEG) fee funds to include operational needs.  Oppose legislation that negatively affects the city’s authority to manage and control public rights-of-way and receive compensation for their use.
 Oppose legislation that diminishes or eliminates the collection of local franchise fees or diverts its collection by the state government.

Transportation
 Support dedicated and ongoing measures to finance local and regional transportation programs and improvements, including alternative modes of transportation and transportation demand management systems.
 Support continuous appropriations of new monies directly to cities for the preservation, maintenance, rehabilitation, and development of local streets and road systems.  Support programs that will reduce traffic congestion throughout the City of San Marcos.  Support programs that would provide common sense solutions for SR-78/I-15 freeway interchange and for traffic congestion on regional arterial highways.  Oppose transportation proposals that would adversely affect the quality of life in North San Diego County by causing traffic congestion, air pollution, or other problems.

FEDERAL PRIORITIES

Local Control
 Oppose any legislation or proposed regulation that preempts local authority. Each community has unique needs and characteristics that are best dealt with by the local governing body.
 Oppose any new program mandates that are unfunded and/or partially funded.

Health Care
 Support reforms to the Affordable Care Act that would remove onerous paperwork requirements for local agencies.
 Support changes to the Affordable Care Act that would allow employee benefits to be decided at the local bargaining table.
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CDBG
 Support legislation that would consolidate and streamline the administration and reporting requirements of the Community Development Block Grant (CDBG) program.

Advocate for greater flexibility of local appropriation and use of funds.  Support the preservation of funding for the CDBG program and increasing the funds available under the program.
 Oppose additional restrictions on local agencies receiving CDBG funding, including requirements that dictate cities’ housing and zoning decisions.

Federal Grant Requests
 Actively seek grants for various infrastructure projects and affordable housing.  Support direct access to federal funds for developing or improving local infrastructure rather than having funds distributed through the State or SANDAG.  Support funding to address local traffic and increase mobility.  Support full funding for the Staffing for Adequate Fire and Emergency Response (SAFER) and the Assistance to Firefighters Grant (AFG) programs and retain the local cost share waiver for both programs.
 Support full funding of disaster preparedness, prevention, recovery, and response that maximizes the flexibility in the use of funds to assist areas of need (i.e. personnel, training, equipment, etc.).

Public Safety
 Support continued federal investment in resources critical to enabling local law enforcement to adequately provide public safety services.  Support legislation that aims to reduce the risk of, and respond to, wildfires on or near national forests, military installations, and other federal property.  Support legislation that clarifies the use of unmanned aerial devices during emergencies (like wildfires) and provides local agencies protection if those devices are damaged while responding to an emergency.

Sustainability, Environment, and Energy Efficiency
 Support funding for additional block grant programs, specifically those for use in community revitalization and sustainable community development.  Support federal resources that will afford greater ability to adopt energy efficient technologies and implement conservation strategies – through grants and other funding mechanisms.
 Oppose efforts that place local streams, creeks, wetlands, and other municipal waterways or ditches under federal regulation, and support reforms to the Waters of the United States rule that would remove excessive federal mandates on local waterways.

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City of San Marcos, California 1 Civic Center Drive | San Marcos, CA 92069 | (760) 744-1050 | p. 7 Telecommunication
 Support clarification of the Federal Communications Commission’s definition of allowable uses for PEG funds to include operational costs.
 Support legislation that retains local control over the location of wireless antennas.  Oppose legislation or regulations that would negatively impact the City’s authority to manage and control public rights-of-way and receive compensation for that use.  Oppose legislation that diminishes or eliminates the collection of local franchise fees or diverts its collection by the federal government.

Transportation
 Support programs that would provide common sense solutions for SR-78/I-15 freeway interchange and for traffic congestion on regional transit routes.  Support a long-term transportation authorization bill that provides dedicated and continuous appropriations of new monies directly to cities to help them plan for the preservation, maintenance, rehabilitation and development of local infrastructure.  Oppose transportation proposals that would adversely affect the quality of life in North San Diego County by causing traffic congestion, air pollution or other problems. 65 League of California Cities 2025 Advocacy Priorities

1. Protect local revenues and expand economic development tools. Safeguard and modernize revenue streams for local priorities. Pursue new economic development opportunities that bolster local economies and cultivate a strong local workforce, including expanded workforce recruitment and retention tools.

2. Strengthen climate change resiliency and disaster preparedness. Support city efforts to prepare, prevent, and adapt to natural disasters and the impacts of climate change, including wildfires, drought, sea level rise, and other extreme weather events. Increase transparency and access to insurance policies, especially following a natural disaster.

3. Strengthen and modernize critical infrastructure. Dedicate new resources and protect existing funding to maintain and improve essential infrastructure, including bridges, roads, broadband, and the state’s water supply and energy grid.

4. Secure investments to prevent and reduce homelessness and increase the supply of affordable housing. Secure dedicated funding to bolster cities’ long-term planning efforts to support unhoused residents and accelerate the construction of affordable housing. Strengthen state and regional partnerships to expand access to wraparound services and improve the housing element planning process. Ensure cities have the flexibility and decision-making authority to meet their community and state housing goals and reduce homelessness.
66 League of California Cities 2025-26 Advocacy Priorities

1. Protect and enhance local revenues and expand economic development tools.

Californians are deeply concerned about affordability. Cities must safeguard local revenue streams, oppose unfunded mandates, and pursue new economic development tools that bolster local economies.

2. Strengthen partnerships with the state to improve public safety.

The progress cities have been making to strengthen public safety must be sustained.

Cities call on the state to respect the will of the voters and provide the resources needed to fully implement Proposition 36. Cities support sustained investments in police, fire services, and public works as a foundation of public safety.

3. Secure investments to prevent and reduce homelessness and increase the supply of affordable housing.

Secure ongoing funding to bolster all cities’ efforts to support unhoused residents and strengthen state and regional partnerships to expand access to wraparound services.

Secure ongoing funding to accelerate the construction of affordable housing and reform the Regional Housing Needs Allocation process.

Ensure cities have the flexibility and local decision-making authority to meet their community and state housing goals as well as reduce homelessness.

4. Strengthen climate change resiliency and disaster preparedness.

Support city efforts to prepare, prevent, and adapt to natural disasters and the impacts of climate change, including wildfires, drought, sea level rise, and other extreme weather events. Increase transparency and access to insurance policies, especially following a natural disaster.

67 RESOLUTION NO. 2025-xxxx

A RESOLUTION OF THE CITY COUNCIL OF THE

CITY OF SAN MARCOS, CALIFORNIA, ADOPTING

POSITIONS ON LEGISLATION UNDER

CONSIDERATION PURSUANT TO THE

LEGISLATIVE PLATFORM
WHEREAS, the City Council of the City of San Marcos recognizes the need for an active state and federal legislative program to ensure that the interests of its residents and business are protected and/or enhanced; and WHEREAS, a goal of the City Council has been to establish and maintain a state and federal advocacy program to increase the City’s presence at both levels of government; and
WHEREAS, the legislative platform serves as the foundation for a focused advocacy strategy to include the protection of local finances, the procurement of alternative solutions for community redevelopment, and the preservation of local control on issues dealing with land use and zoning, sustainability and energy strategies, labor relations, and telecommunications; and
WHEREAS, legislative priorities have been prepared for 2026 based on City priorities and those legislative priorities which have been adopted by the League of California Cities; and
WHEREAS, the City Council has conducted its annual review of the legislative platform, clarified and/or updated it as it deems appropriate, and desires to enact an updated platform which guides City staff and provides a process for effectively communicating the City’s positions and direction on measures to the appropriate elected representatives.

NOW, THEREFORE BE IT RESOLVED, that the City Council of the City of San Marcos hereby approves and adopts the 2026 San Marcos Legislative Platform attached hereto as Attachment A.

PASSED, APPROVED AND ADOPTED by the City Council of the City of San Marcos at a regular meeting thereof, this 27th day of January, 2026, by the following roll call vote:

AYES: COUNCILMEMBERS:

NOES: COUNCILMEMBERS:

ABSENT: COUNCILMEMBERS:
68 Rebecca D. Jones, Mayor City of San Marcos

ATTEST:

Phillip Scollick, City Clerk City of San Marcos

69 City of San Marcos
Staff Report
1 Civic Center Drive
San Marcos, CA 92069
File #:TMP-2385
MEETING DATE:

JANUARY 27, 2026
SUBJECT:

RESOLUTION NO. 2026-9535 - AUTHORIZATION TO NEGOTIATE AN AGREEMENT WITH THE SAN ELIJO

HILLS COMMUNITY ASSOCIATION FOR THE CONSTRUCTION OF PRIVATELY FUNDED

IMPROVEMENTS AT SAN ELIJO HILLS PARK, AND DELEGATE AUTHORITY TO THE CITY MANAGER TO

NEGOTIATE, FINALIZE, EXECUTE, AND IMPLEMENT THE AGREEMENT AND ASSOCIATED

DOCUMENTS AND ACTIONS
Recommendation
ADOPT a resolution authorizing the City Manager to negotiate an agreement with the San Elijo Hills Community Association (HOA) for the privately funded construction of public improvements at San Elijo Hills Park, known as Assessor’s Parcel Numbers 223-041-06, 09, and 10, located at the northwesterly quadrant of the intersection of San Elijo Road and Elfin Forest Road and delegating authority to the City Manager to negotiate, finalize, and execute the agreement and any related documents.

Board or Commission Action
Not Applicable
Relevant Council Strategic Theme
Planning for the Future
Good Governance
Executive Summary
The San Elijo Hills Community Association (HOA), assisted by the efforts of community representatives from the San Elijo Hills Foundation (SEHF), seeks to invest funds from the San Elijo Hills Community Association (HOA) to privately fund and construct public enhancements to San Elijo Hills Park (Park) such as an improved dog park and a skatepark, with these two amenities together valued around $700,000. The attached resolution would authorize the City Manager to evaluate the group’srequests, negotiate and execute an agreement for the private funding and construction of one or more facilities, and to permit the construction work on the city- owned and maintained park facility. Between the citywide Community Facilities District (CFD) 98-02 and CFD 98-02 F-zone F-9, 75% of the cost of long-term maintenance of the facilities would be covered. The remaining 25% of the cost of long-term maintenance of the proposed facilities would be included in the City’sgeneral fund budget.

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Discussion
San Elijo Hills Park is a city-owned and maintained facility in the San Elijo Hills town center. Representatives from SEHF and the HOA have initiated a community effort to make improvements to the public park. The project advocates propose to fund the improvements through the HOA, community contributions, and other resources such as grants pursued by the HOA and SEHF. On September 12, 2023, City Council authorized the City Manager to permit preliminary design and exploration work in pursuit of the project.

The SEHF has identified the projects and preferred amenity locations. The SEHF and its president organized, noticed, and conducted public outreach on the proposed facilities on October 19, 2023, and reported that approximately 30 people attended the workshop. As currently planned, the HOA will bear the anticipated construction costs for the initial improvements of approximately $700,000 and, with assistance from the SEHF, bear the sole responsibility for initiating and managing the contractors and consultants who will perform the work, for directing the work, and for managing associated funds. The City will participate in the design phase to ensure alignment with City standards for public improvements. However, the City will not contribute to design or construction costs. The City’srole will be in permitting and inspecting the improvements through right-of-entry agreements, engineering permits, and an agreement to stipulate ongoing maintenance and associated funding considerations.

The HOA and SEHF has prioritized the proposed enhancements, which may be constructed over time.

Prioritized projects identified by SEHF include an improved dog park and a skatepark. The SEHF has indicated that they will construct the work in phases, with the likely first phase to be the construction of the dog park enhancement. Other improvements could follow in the future, pending the funding from the HOA and in accordance with the terms of the agreement to be negotiated and executed by the City Manager.

Exhibits of the proposed initial improvements are included in Attachment A. Any work proposed must attain necessary permits and notifications as applicable and must meet City requirements for when and how the construction activities take place.

The attached resolution would authorize the City Manager to negotiate, finalize, and execute an agreement and any related documents and to allow entry onto the public park for the private construction of public improvements, to specify the long-term maintenance requirements for the proposed facilities, and to include the funding for the maintenance work in the City’soperating budget in conformance with the terms of the agreement (Agreement).

Environmental Review
The proposed preliminary design, feasibility study, and planning work does not have the potential to cause either a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment, and therefore does not constitute a “project”as defined by Public Resources Section 21065, and is exempt from CEQA or other environmental review pursuant to CEQA Guidelines section 15061(b)(3) and 15262. The ultimate improvements proposed for park construction will be reviewed with respect to compliance with applicable environmental review requirements, if any.

Fiscal Impact
The City will not bear any design or construction costs for the construction of the proposed park amenities to City of San Marcos Printed on 1/23/2026Page 2 of 3
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71 File #:TMP-2385
The City will not bear any design or construction costs for the construction of the proposed park amenities to be completed by SEHF. The Agreement would provide that the City would fund the ongoing maintenance of the facilities after the improvements are constructed by SEHF and accepted by the City in accordance with the same funding source allocations as exist today for the San Elijo Hills Park maintenance (CFD 75%, subject to sufficient fund availability in the CFD, and the remainder General Fund). City staff have determined the routine maintenance cost of the initial two proposed facilities to be approximately $65,000 per year in today’sdollars, and would be funded from the same sources. In addition to the direct maintenance costs of the proposed enhancements and amenities, the City would incur additional costs for associated maintenance such as increased trash removal and increased bathroom wear and tear. Additional long-term replacement and repair costs are anticipated. However, because the work may be constructed in phases, full maintenance costs will not be realized until all the proposed amenities have been completed. San Elijo Hills Park maintenance cost is and will continue to be subject to available funds in the City’s approved annual budget and appropriated through the normal budget development process.

Attachment(s)
Attachment A: Resolution
Attachment B: San Elijo Hills Foundation Proposed Park Improvements Conceptual Exhibit Prepared by: Stephanie Kellar, Deputy City Engineer
Reviewed by: Donna Apar, Finance Director
Submitted by: Tim Selke, Public Works Director
Approved by: Michelle Bender, City Manager
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72 RESOLUTION NO. 2026-XXXX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN MARCOS

AUTHORIZING THE CITY MANAGER TO NEGOTIATE AN AGREEMENT

WITH THE SAN ELIJO HILLS COMMUNITY ASSOCIATION FOR THE

CONSTRUCTION OF PRIVATELY FUNDED IMPROVEMENTS AT SAN

ELIJO HILLS PARK , AND TO FINALIZE, EXECUTE, AND IMPLEMENT

SAID AGREEMENT AND ASSOCIATED DOCUMENTS AND ACTIONS

WHEREAS, the City of San Marcos (“City”) is the owner of San Elijo Hills Park, Assessor’s Parcel Numbers 223-041-06, 223-041-09, and 223-041-10, located in the northwesterly quadrant of the intersection of San Elijo Road and Elfin Forest Road (Park); and
WHEREAS, the Park is a City-owned and City-maintained public park facility; and WHEREAS, the San Elijo Hills Community Association (HOA), in coordination with and by and through community representatives from the San Elijo Hills Foundation (SEHF), jointly, “Project Proponents,” have proposed that the HOA will privately fund and construct enhancements to the Park, including but not limited to an improved dog park, a skatepark, and other potential future additional recreational amenities; and WHEREAS, the construction of the proposed improvements would be funded entirely through private sources, including HOA funds, community contributions, and other sources offered through the Project Proponents and would not require City capital funding for construction; and
WHEREAS, on September 12, 2023, the City Council authorized the City Manager to permit preliminary design and exploratory work associated with the proposed Park improvements; and
WHEREAS, SEHF has identified and prioritized proposed par k enhancements, conducted public outreach including a noticed community workshop on October 19, 2023, and has indicated on behalf of Project Proponents that the improvements may be constructed in phases, subject to available private funding and City approvals; and WHEREAS, any privately constructed improvements within the Park would be subject to City review, permitting, inspection, and compliance with all applicable City standards, regulations, and construction requirements including, but not limited to, execution of appropriate right-of-entry agreements and engineering permits, and meeting all City surety and insurance requirements; and
73 Resolution No. 2022-XXXX

WHEREAS, long-term maintenance of the Park is currently funded by the City through mult iple sources, including Special Improvement Area F -9 and Citywide Community Facilities District No. 98 -02 (Lighting, Landscaping, Open Space and Preserve Maintenance), Zone D, with no proposed increase to existing assessment rates or levies; and
WHEREAS, maintenance costs associated with the proposed improvements would be funded from these same sources in the same proportional shares, with any costs exceeding applicable levy limits to be funded by local City funds; and WHEREAS, following construction, the City would assume responsibility for the long-term maintenance of the improvements, with currently estimated annual maintenance costs of approximately $65,000 annually in 2026 dollars upon completion of the two current proposed amenities , recognizing that such costs would be realized incrementally as phased improvements are constructed; and WHEREAS, City Council desires that the City enter into an agreement with the HOA and work with the Project Proponents to provide for construction access to the public park; private fund ing and construct ion of park improvements and amenities ; terms governing the City’s permitting of the improvements and amenities; and long -term maintenance of the completed improvements; and
WHEREAS, the permitting and performance of such work will contribute to the City’s goals of good governance and planning for the future.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of San Marcos, California, as follows:

1. The City Council hereby authorizes the City Manager to negotiate, finalize, execute, and implement an agreement with the HOA, and to coordinate with Project Proponents to allow for the privately funded design and construction of improvements at San Elijo Hills Park, subject to all applicable City, state, and federal standards, permits, inspections, and conditions of approval.

2. Construction of the improvements shall be entirely privately funded; no City funding shall be used towards the construction of the amenities.

3. Upon acceptance of completed improvements, long -term maintenance shall be 74 Resolution No. 2022-XXXX

funded through existing maintenance funding mechanisms, including Special Improvement Area F-9 and Citywide Community Facilities District No. 98-02, Zone D, and other local funding sources.

4. The activity performed under this action does not constitute a “project” as defined under Section 15378 of the California Environmental Quality Act Guidelines (California Code of Regulations, Title 14, Division 6, Chapter 3, Sections 15000 – 15387), and is therefore not subject to environmental review pursuant to Guidelines Section 15060(c)(3).

5. Any agreement will provide that the private entity/entities shall defend and hold the City of San Marcos, its agents and employees harmless from liability from: (i) any and all actions, claims, damages, injuries, challenges and/or costs of liabilities arising from the design, construction, and installation of proposed Park improvements, including but not limited to any assertion or claim relating to prevailing wage rates; any damages, liability and/or claim of any kind for any injury to or death of any person, or damage or injury of any kind to property, and/or from contractors, subcontractors, agents, employees or other persons acting on behalf of the private entity/entities which relate to the proposed Park improvements, to the fullest extent permitted by law. The private entities must further agree that such indemnification and hold harmless shall include all defense related fees and costs associated with the defense of City by counsel selected by the City. This indemnification shall not terminate upon completion of the Project, but shall survive in perpetuity.

PASSED, APPROVED AND ADOPTED by the City Council of the City of San Marcos this 27th day of January 2026, by the following roll call vote:

AYES: COUNCILMEMBERS:

NOES: COUNCILMEMBERS:

ABSENT: COUNCILMEMBERS:
____________________________
Rebecca D. Jones, Mayor
City of San Marcos
ATTEST:

_____________________________
Phillip Scollick, City Clerk
City of San Marcos
75 SHEET:SHEET TITLE:PAGE:CS-11 COVER SHEET
CS-1
DIAL TOLL FREE1-800-422-4133AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

FOR APPROVAL
462 STEVENS AVENUE, SUITE 107SOLANA BEACH, CA 92075-2042619-294-8484; FAX 619-574-0626 APPROVAL VALID FOR TWO (2) YEARS FROM DATE
16LANDSCAPE PLANS FOR:YYXX-XXXXXPLANNING PROJECT NO.SDPXX-XXXXMF XXXX 12/08/2025
BrettJ.AllenNo.6595
LICENSEDLANDSCAPEARCHITECTSTATEOFCALIFORNIA12/08/2025RENEWAL DATE: 12-31-25SIGNATURE LP-112 PLANTING PLANLD-113 PLANTING LEGEND, NOTES, & DETAILSLS-114 PLANTING SPECIFICATIONSLS-316 PLANTING SPECIFICATIONS HSP-18 CONSTRUCTION SPECIFICATIONSHSP-29 CONSTRUCTION SPECIFICATIONSHSP-310 CONSTRUCTION SPECIFICATIONSHSP-411 CONSTRUCTION SPECIFICATIONS SP-12 SITE PLANHS-14 HARDSCAPE PLANHD-15 CONSTRUCTION DETAILS GENERAL NOTES:

SAN ELIJO HILLS FOUNDATION1277 SAN ELIJO ROAD, SAN MARCOS, CA92078760-471-2365CONTACT PERSON: JASON SIMMONSEMAIL:[email protected] LANDSCAPE ARCHITECTS462 STEVENS AVE., SUITE 107SOLANA BEACH, CA 92075TEL: (619) 294-8484 EXT. 39FAX: (619) 574-0626CONTACT PERSON: WEI WANGEMAIL: [email protected]

APPLICANT

LANDSCAPE ARCHITECT/APPLICANT'SREPRESENTATIVE
ENGINEER OF WORKNOVA ENGINEERING4373 VIEWRIDGE AVENUE, SUITE ASAN DIEGO, CA 92123CONTACT PERSON: THOMAS FITZMAURICETEL: (858) 752-2393EMAIL: [email protected]

SAN ELIJO RD

SCHOOLHOUSE WAY
ELFIN FOREST RDLP-1HS-1DM-1

PROJECT SITE

ARCHER RDCRYSTAL CTSCHOOLHOUSE WAY

SAN ELIJO RDSAN ELIJO RD

ELFIN FOREST RDELFIN FOREST RD
HD-26 CONSTRUCTION DETAILS
LS-215 PLANTING SPECIFICATIONS

1.THE STRUCTURAL SECTIONS SHOWN ON THESE PLANS ARE BASED ON R-VALUE TESTSOR MINIMUM STRUCTURAL STANDARDS REQUIRED BY THE CITY, WHICHEVER ISGREATER. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER THE "R"VALUE TEST HAS BEEN CONDUCTED BY A QUALIFIED GEOTECHNICAL ENGINEER ON THEPREPARED SUB-BASE MATERIAL. THE "R" VALUE TEST AND RECOMMENDEDENGINEERED STRUCTURAL SECTION MUST BE APPROVED BY THE PUBLIC WORKSDIRECTOR PRIOR TO THE INSTALLATION OF BASE AND PAVING MATERIALS.STRUCTURAL SECTIONS SHALL BE DESIGNED IN ACCORDANCE WITH CHAPTER 600 OFTHE CALTRANS HIGHWAY DESIGN MANUAL. STRUCTURAL SECTIONS SHALL BE NOTEDON THE "AS-BUILT" DRAWINGS. THIS NOTE WILL NOT APPLY TO THOSE AREAS WHERE GRADING IS MINIMAL AND "R"VALUES CAN BE OBTAINED PRIOR TO PLAN APPROVAL. ALL EXISTING STREETS SHALLBE CORE TESTED TO DETERMINE THE EXISTING STRUCTURAL SECTION AND TODETERMINE THE EXTENT OF OVERLAY OR RECONSTRUCTION NECESSARY TO ACHIEVETHE REQUIRED "R" VALUES, TESTS SHALL BE PERFORMED AT LOCATIONS APPROVED BYTHE PUBLIC WORKS DIRECTOR.2.ALL ELECTRICAL, TELEPHONE AND CABLE TELEVISION UTILITIES SHALL BECONSTRUCTED/CONVERTED TO UNDERGROUND. THE RELOCATION AND/ORUNDERGROUNDING OF EXISTING AND NEW UTILITIES SHALL BE DONE BY THEDEVELOPER/OWNER OF THE PROPERTY AT NO COST TO THE CITY.3.ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED BEFORECONSTRUCTION OF THE CURB AND GUTTER OR SURFACING OF STREETS.4.A PERMIT SHALL BE OBTAINED FROM THE CITY OF SAN MARCOS FOR ANY EXCAVATIONAND/OR CONSTRUCTION WITHIN THE PROPOSED PROJECT AND PUBLIC RIGHT-OF-WAY.5.CONTRACTOR SHALL NOTIFY THE ASSIGNED CITY OF SAN MARCOS ENGINEERINGINSPECTOR 48-HOURS PRIOR TO THE BEGINNING OF ANY GRADING/CONSTRUCTION.6.PRECISE LOCATIONS/ELEVATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE NOTKNOWN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAKING SUFFICIENTEXPLORATIONS TO LOCATE ALL UTILITIES AND SUBSTRUCTURES WHETHER SHOWN ONTHE PLANS OR NOT AND TO PROTECT THEM FROM ANY POSSIBLE DAMAGE PRIOR TOAND DURING CONSTRUCTION. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAIDUTILITIES AND SUBSTRUCTURES SHALL BE BORNE BY THE CONTRACTOR.CONTRACTOR SHALL NOTIFY THE ENGINEER-OF-WORK OF ANY POTENTIAL CONFLICTSSUFFICIENTLY IN TIME FOR CONSTRUCTION CHANGES TO BE MADE AND APPROVED.7.THE CONTRACTOR SHALL CONTACT THE UNDERGROUND SERVICE ALERT AT1-800-422-4133 AT LEAST 48 HOURS PRIOR TO EXCAVATING TO VERIFY THE LOCATIONSOF UNDERGROUND FACILITIES OF THE FOLLOWING UTILITIES:COX COMMUNICATIONSAT&TSAN DIEGO GAS & ELECTRICVALLECITOS WATER DISTRICTBUENA SANITATION DISTRICTVISTA IRRIGATION DISTRICTA DIG ALERT IDENTIFICATION NUMBER MUST BE ISSUED BEFORE A "PERMIT TOEXCAVATE" IS VALID PER GOVERNMENT CODE SECTION 4216/4217.8.AN AS-BUILT DRAWING SHALL BE SUBMITTED FOR ALL PUBLIC IMPROVEMENTS PRIORTO ACCEPTANCE OF SAID IMPROVEMENTS.9.THE LANDSCAPE ARCHITECT-OF-WORK SHALL BE NOTIFIED WHEN CONSTRUCTIONCOMMENCES.10.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION/GRADING OF SLOPES,PADS, STREET GRADES, AND INFRASTRUCTURE IMPROVEMENTS ACCORDING TO THESEPLANS. THE LANDSCAPE ARCHITECT-OF-WORK SHALL BE CONTACTED WHEN CHANGESOR ADDITIONS ARE MADE DURING THE PROGRESS OF CONSTRUCTION OR IF THERE IS AMISUNDERSTANDING OF THESE PLANS OR FIELD STAKES AND AN INTERPRETATION ISNEEDED.11.CERTIFICATION FROM THE REGISTERED CIVIL ENGINEER STATING THAT THE GRADINGHAS BEEN COMPLETED PER THE APPROVED PLAN, AND THE COMPACTION REPORTFROM THE GEOTECHNICAL ENGINEER ON ANY REQUIRED FILL AREAS SHALL BEPROVIDED PRIOR TO BUILDING PERMITS BEING ISSUED.12.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ANY MONUMENTATIONAND/OR BENCHMARKS. ANY MONUMENTATION AND/OR BENCHMARKS WHICH AREDISTURBED OR DESTROYED BY CONSTRUCTION SHALL BE REPLACED AT THECONTRACTOR'S EXPENSE. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITHAPPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTEREDCIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD ORRECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LANDSURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'SACT.13.ALL EXISTING FEATURES AND STRUCTURES IN CONFLICT WITH THESE PLANS SHALL BERELOCATED OR REMOVED AT THE DEVELOPER'S EXPENSE.

14.MINIMUM 90% COMPACTION IS REQUIRED IN ALL ON-SITE FILL AREAS WITH A MINIMUMOF 95% COMPACTION SIX INCHES (6") BELOW FINISHED SUBGRADE IN A PUBLIC STREET.15.ALL PUBLIC IMPROVEMENTS SHOWN ON THESE IMPROVEMENT PLANS SHALL BECONSTRUCTED TO THE SATISFACTION OF THE ENGINEERING DIRECTOR PRIOR TOOCCUPANCY OF ANY BUILDING.16.ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING UP,REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF ANY EQUIPMENT SHALL BE LIMITED TOTHE HOURS OF 7:00 A.M. TO 4:30 P.M., MONDAY THROUGH FRIDAY. NO WORK SHALL BEPERFORMED ON THE PREMISES ON SATURDAY, SUNDAY OR HOLIDAYS.17.NO PRIVATE IRRIGATION MAINS OR CONTROL VALVES SHALL BE PLACED WITHIN THEPUBLIC RIGHT-OF-WAY.18.CURB RAMPS SHALL BE INSTALLED AT ALL CURB RETURNS PER TITLE 24, PART 2, STATECHAPTER 71, SITE DEVELOPMENT REQUIREMENTS FOR HANDICAPPED ACCESSIBILITY,SECTION 7103, CURB RAMPS, OF THE CALIFORNIA BUILDING CODE.19.EXCAVATION, FILLS, AND OBSTRUCTIONS IN PUBLIC PLACES SHALL CONFORM TO THEREQUIREMENTS OF CITY ORDINANCE 2022-1521 SUBJECT TO THE APPROVAL OF THEDIRECTOR.20.THESE PLANS HAVE BEEN EXAMINED BY THE CITY'S ENGINEERING DIVISION TO INSURECOMPLIANCE WITH GENERAL ENGINEERING STANDARDS AND THE CITY'S DESIGNSTANDARDS AND SPECIFICATIONS.21.THE LANDSCAPE ARCHITECT-OF-WORK SHALL BEAR THE SOLE RESPONSIBILITY OF THEMATHEMATICAL DATA AND ACCURACY OF DESIGN SHOWN HEREON.22.IF THE IMPROVEMENTS SHOWN ON THIS PLAN HAVE NOT BEEN CONSTRUCTED ANDACCEPTED BY THE CITY WITHIN TWO (2) YEARS OF THE DATE OF PLAN APPROVAL BYTHE CITY ENGINEER, THESE PLANS WILL BE SUBJECT TO REVIEW BY THE CITY'SENGINEERING DIVISION FOR CONFORMANCE WITH CURRENT CITY STANDARDS,POLICIES AND/OR ADDITIONAL REQUIREMENTS.23.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION, RELOCATION ORREPLACEMENT OF ALL STRIPING, SIGNING OR TRAFFIC DETECTOR LOOPS AS REQUIREDBY THE ENGINEERING DIRECTOR.24.STREET SIGNING AND STRIPING ARE THE RESPONSIBILITY OF THE CONTRACTOR ANDARE SUBJECT TO CITY OF SAN MARCOS ENGINEERING DEPARTMENT APPROVAL.25.DUST CONTROL MEASURES, SUCH AS THE PERIODIC WETTING DOWN OF THE BARE ANDEXPOSED AREAS, SHALL BE USED AT ALL TIMES DURING CONSTRUCTION TO THESATISFACTION OF THE ENGINEERING AND/OR BUILDING INSPECTORS.26.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE ADJOINING PUBLIC STREETSAND RIGHT-OF-WAYS IN A CLEAN AND DUST FREE CONDITION WITHIN THE LIMITATIONOF THE CITY MUNICIPAL CODE SECTION 14.15.030 "ILLICIT DISCHARGES PROHIBITED."THIS SECTION OF THE CODE PROHIBITS THE "WASHING DOWN" OF A STREET INTO APUBLIC STORM DRAIN. THE CONTINUOUS USE OF STREET SWEEPING MACHINES MAYBE ADVISABLE.27.THE LANDSCAPE ARCHITECT-OF-WORK IS NOT RESPONSIBLE FOR GRADINGOPERATIONS OR GRADING DONE. THE CONTRACTOR IS SOLELY RESPONSIBLE.28.A PERMIT MUST BE OBTAINED FROM THE SAN MARCOS FIRE DEPARTMENT PRIOR TOANY BLASTING. CITY PERMITS ARE REQUIRED PRIOR TO ANY CONSTRUCTION,EXCAVATION, STORAGE OF MATERIALS, OR ANY OTHER ENCROACHMENTS.29.CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITECONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDINGTHE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLYCONTINUALLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTORSHALL DEFEND, INDEMNITY, AND HOLD THE OWNER, THE LANDSCAPE ARCHITECT, ANDTHE CITY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTIONWITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITYARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, LANDSCAPE ARCHITECT, ORCITY.30.EROSION CONTROL, INCLUDING RIP-RAP, INTERIM SLOPE PROTECTION, SANDBAGS OROTHER EROSION CONTROL MEASURES SHALL BE PROVIDED AS NECESSARY TOCONTROL SEDIMENT AND SILT FROM THE PROJECT. THE CONTRACTOR SHALL BERESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL FACILITIES THROUGHOUT THEDEVELOPMENT OF THE PROJECT.31.A TRAFFIC CONTROL PLAN, INCLUDING THE LAYOUT OF CONSTRUCTION WARNING ANDDETOUR SIGNS, SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT FORAPPROVAL A MINIMUM OF 14 DAYS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.TRAFFIC CONTROL SHALL BE IMPLEMENTED BEFORE ANY WORK IS STARTED.32.IN NO CASE SHALL THE CITY BE RESPONSIBLE FOR CONSTRUCTION COSTS FOR THESEIMPROVEMENTS, INCLUDING THE UNDERGROUNDING OF EXISTING AND NEW DRYUTILITIES, OR ANY NECESSARY REPAIRS.

N.T.S.
1105 ELFIN FOREST ROAD
N.T.S.
1 I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT FOR THIS PROJECT, THAT IHAVE EXERCISED RESPONSIBLE CHARGE OVER THE LANDSCAPE DESIGN OF THISPROJECT, SHEET 1 THRU 14, AND THAT THE DESIGN IS CONSISTENT WITH CURRENTSTANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANDSPECIFICATIONS BY THE CITY OF SAN MARCOS IS CONFINED TO A REVIEW ONLY ANDDOES NOT RELIEVE ME AS LANDSCAPE ARCHITECT OF MY RESPONSIBILITIES FOR THEPROJECT LANDSCAPE DESIGN.

CONT. IMPROVEMENT NOTESIMPROVEMENT NOTES

DECLARATION OF RESPONSIBLE CHARGE
THE BASIS OF BEARING FOR THIS PROJECT IS THE NAD 83, ZONE 6, GRIDBEARING BETWEEN STATION ES 0322" AND "SM 123' PER RECORD OF SURVEYNO. 13928; I.E. N 37° 26' 07" ETHE COMBINED SCALE FACTOR AT STATION "ES 0322" 0.999941337 GRIDDISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR

SITE ADDRESS

BASIS OF BEARING

PROJECT DIRECTORY
SHEET INDEXASSESSOR PARCEL NUMBERS223-040-19
THESE PLANS WERE PREPARED USING BASE INFORMATIONPREPARED BY NOVA ENGINEERING. THE CONTRACTOR ISRESPONSIBLE FOR VERIFYING THE ACCURACY OF THISBASE COMPARED TO ACTUAL FIELD CONDITIONS PRIOR TOORDERING MATERIALS AND/OR BEGINNING WORK ANDIMMEDIATELY NOTIFYING THE LANDSCAPE ARCHITECT OFANY DISCREPANCIES. IN THE EVENT THAT THECONTRACTOR FAILS TO VERIFY THE ACCURACY OF THEBASE INFORMATION AND/OR FAILS TO IMMEDIATELYNOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIESPRIOR TO ORDERING MATERIALS AND/OR BEGINNINGWORK, THEN THE CONTRACTOR ASSUMES FULLRESPONSIBILITY FOR ANY AND ALL ADDITIONAL LABOR ANDMATERIALS AS DIRECTED BY THE LANDSCAPE ARCHITECTTO RESOLVE SUCH DISCREPANCIES AT NO ADDITIONALCOST TO THE OWNER.1.THE CONTRACTOR IS RESPONSIBLE FOR DETERMININGTHE EXACT LOCATION OF ALL EXISTING UTILITIESPRIOR TO COMMENCING WORK. THE CONTRACTORSHALL ASSUME FULL RESPONSIBILITY FOR ANY ANDALL DAMAGES WHICH OCCUR DUE TO THECONTRACTOR'S FAILURE TO LOCATE AND PRESERVEANY AND ALL UNDERGROUND UTILITIES, AT NOADDITIONAL COST TO THE OWNER.2.ALL WORK SHALL BE DONE IN ACCORDANCE WITHTHESE PLANS AND STANDARD SPECIFICATIONS FORPUBLIC WORKS CONSTRUCTION, LATEST EDITION,WITH SUPPLEMENTS, THE STANDARD PLANS ANDSPECIFICATIONS OF THE CITY OF SAN MARCOSMUNICIPAL CODE, LANDSCAPE STANDARDS ANDLANDSCAPE AND IRRIGATION STANDARD PLANS.3.IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO FAMILIARIZE HIMSELF WITH THE JOBSITE AND THE LOCATION OF ALL UNDERGROUNDFACILITIES SHOWN OR NOT SHOWN ON THESE PLANS.NEITHER THE LANDSCAPE ARCHITECT, ENGINEER, ORTHE CITY OF SAN MARCOS WILL BE RESPONSIBLE FORANY DAMAGE TO THE UNDERGROUND FACILITIES.4.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TOOBTAIN ALL NECESSARY PERMITS AND CALL FORINSPECTIONS 48 HOURS PRIOR TO REQUIREDINSPECTIONS.5.ADJACENT STREETS ARE TO BE CLEANED DAILY OFALL DIRT AND DEBRIS THAT ARE THE RESULT OFCONSTRUCTION OPERATION. CONTRACTOR SHALLMAINTAIN DUST CONTROL AT ALL TIMES.6.HOURS OF CONSTRUCTION OPERATION ARE 7 A.M. TO6 P.M. MONDAY THROUGH FRIDAY.7.NO CHANGES OR SUBSTITUTION TO BE MADE WITHOUTREVISION TO THE PLANS AND APPROVED BY THE CITYOF SAN MARCOS.

NORTH
NORTH
BRETT ALLEN, LLA #6595 EXP. 12/31/2025 DATE12/08/2025 HD-37 CONSTRUCTION DETAILSDM-13 DEMOLITION PLAN
SP-1
76 W W W W W W W W

SAN ELIJO ROAD
L.O.W
L.O.W
L.O.W
L.O.W
L.O.W
DIAL TOLL FREE1-800-422-4133AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

FOR APPROVAL
NORTHNOT TO SCALEKEY MAP 462 STEVENS AVENUE, SUITE 107SOLANA BEACH, CA 92075-2042619-294-8484; FAX 619-574-0626 APPROVAL VALID FOR TWO (2) YEARS FROM DATE
16 LANDSCAPE PLANS FOR:YYXX-XXXXXPLANNING PROJECT NO.SDPXX-XXXXMF XXXX 12/08/2025
BrettJ.AllenNo.6595

LICENSEDLANDSCAPEARCHITECT
STATEOFCALIFORNIA 12/08/2025RENEWAL DATE: 12-31-25SIGNATURE

SAN ELIJO ROAD

ELFIN FOREST RD

PROPOSED CHAIN-LINK FENCE

EXISTING TREES,TO REMAIN TYP
100' WIDE SDCWA EASEMENT
020'40'80'120'160'
NORTH

EXISTING MANIFOLDS,TO REMAINEXISTING BOLLARD,TO REMAIN

PROPOSED PET WASTE STATIONEXISTING MANIFOLDS, TO REMAIN SP-12
SP-1

PROPOSED MAINTENANCE GATE

PROPOSED MAINTENANCE GATE

CONNECTION TO PROPOSEDDRINKING WATER LINE EXISTING DRINKING FOUNTAIN SUPPLY LINE,CONNECTION TO THE RESTROOM, PER AS-BUILTPROPOSED TREESEXISTING POTABLE WATERSUPPLY LINE, PER PARK AS-BUILT

EXISTINGPARKING LOT

SDCWA EASEMENT AREA
130'
100'EXISTING RESTROOM

EXISTING RESTROOMS

EXISTING PARKING LOT

EXISTING DOG PARKCHAIN-LINK FENCE

EXISTING DOG PARK

EXISTING DOG PARK ENTRANCE

EXISTING PET DRINKING BOWL FOUNTAIN

EXISTING BASEBALL/SOFTBALL FIELD

EXISTINGPLAZA

POINT OF CONNECTION FOR THE EXISTINGPOTABLE WATER SUPPLY LINE, AT THISPROXIMATE LOCATION, PER AS-BUILT

EXISTING PARKING LOT

DOG PARK SITE- LIMIT OF WORK
LEGEND:

EXISTING SOCCER FIELDEXISTINGPICNIC AREA
NOTE:REFER TO SHEETS HS-1 AND LP-1 FOR HARDSCAPE, POTABLEWATER, AND PLANTING LEGENDS.

L.O.WLIMIT OF WORK
130' WIDE SDCWAEASEMENT
77 LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

LARGE DOG PARK AREA

SMALL DOG PARK AREA
DIAL TOLL FREE1-800-422-4133AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

FOR APPROVAL
NORTHNOT TO SCALEKEY MAP 462 STEVENS AVENUE, SUITE 107SOLANA BEACH, CA 92075-2042619-294-8484; FAX 619-574-0626 APPROVAL VALID FOR TWO (2) YEARS FROM DATE
16 LANDSCAPE PLANS FOR:YYXX-XXXXXPLANNING PROJECT NO.SDPXX-XXXXMF XXXX 12/08/2025
BrettJ.AllenNo.6595

LICENSEDLANDSCAPEARCHITECT
STATEOFCALIFORNIA 12/08/2025RENEWAL DATE: 12-31-25SIGNATURE

SAN ELIJO ROAD

ELFIN FOREST RD
05'10'20'30'40'NORTH
SYMBOLDEMOLITION LEGENDDESCRIPTION GENERAL DEMOLITION NOTES:1.THESE PLANS WERE PREPARED USING BASE INFORMATION PROVIDED BY NOVA ENGINEERING. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THEACCURACY OF THIS BASE COMPARED TO ACTUAL FIELD CONDITIONS PRIOR TOORDERING MATERIALS AND/OR BEGINNING WORK AND IMMEDIATELY NOTIFYINGTHE CITY REPRESENTATIVE OF ANY DISCREPANCIES. IN THE EVENT THAT THECONTRACTOR FAILS TO VERIFY THE ACCURACY OF THE BASE INFORMATIONAND/OR FAILS TO IMMEDIATELY NOTIFY THE CITY REPRESENTATIVE OFDISCREPANCIES PRIOR TO ORDERING MATERIALS AND/OR BEGINNING WORK,THEN THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ANY AND ALLADDITIONAL LABOR AND MATERIALS AS DIRECTED BY THE CITY REPRESENTATIVETO RESOLVE SUCH DISCREPANCIES AT NO ADDITIONAL COST.2.THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OFALL EXISTING UTILITIES PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALLASSUME FULL RESPONSIBILITY FOR ANY AND ALL DAMAGES WHICH OCCUR DUETO THE CONTRACTOR'S FAILURE TO LOCATE AND PRESERVE ANY AND ALLUNDERGROUND UTILITIES, AT NO ADDITIONAL COST TO THE OWNER.3.THE CONTRACTOR SHALL PROTECT IN PLACE EXISTING CONDITIONS TO REMAINSUCH AS TREES, STRUCTURES, SURVEY MONUMENTS, UTILITIES, ETC. DAMAGE TOEXISTING CONDITIONS TO REMAIN CAUSED BY CONTRACTOR SHALL BE RETURNEDTO EQUAL OR BETTER THAN ORIGINAL CONDITION AS DIRECTED BY CITYREPRESENTATIVE AT NO COST TO THE OWNER.4.THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPLACING ANYEQUIPMENT AND/OR MATERIALS OUTSIDE OF THE LIMIT OF WORK, WHICH AREDAMAGED DURING CONSTRUCTION WITH MATERIALS LIKE-KIND, AT NOADDITIONAL COST TO THE OWNER.5.THE CONTRACTOR SHALL LEGALLY DISPOSE OF ITEMS AND EQUIPMENT TO BEREMOVED OFF-SITE UNLESS OTHERWISE NOTED OR DIRECTED BY CITYREPRESENTATIVE.6.REFER TO THE DEMOLITION SPECIFICATIONS FOR EXECUTION PROCEDURES.7.DEMOLITION SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS.THE CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY PERMITTING AND/ORPROCESSING OF PLANS.

D-1DEMOLITION NOTES:EXISTING IRRIGATION MANIFOLD – APPROXIMATE LOCATION:THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE IRRIGATION VALVES SERVING AREASBOTH INSIDE AND OUTSIDE THE PROJECT LIMITS REMAIN FULLY FUNCTIONAL THROUGHOUT THE DURATION OFTHE PROJECT, INCLUDING BUT NOT LIMITED TO DURING DEMOLITION AND CONSTRUCTION PHASES.EXISTING TURF AREA TO BE REMOVED:THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND LEGAL DISPOSAL OF THE EXISTING TURFWITHIN THE DEMOLITION BOUNDARY. NEW SURFACE MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITHTHE HARDSCAPE PLAN.SPRINKLER HEAD ADJUSTMENT – APPROXIMATE AREA:THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING, RELOCATING, OR REPLACING EXISTINGSPRINKLER HEADS WITHIN THIS AREA TO ENSURE THEY ARE LOCATED OUTSIDE THE DEMOLITION BOUNDARY.THE CONTRACTOR SHALL VERIFY AND ADJUST ALL SPRINKLER HEADS TO MAINTAIN PROPER HEAD-TO-HEADCOVERAGE FOR TURF IRRIGATION. ANY DAMAGE TO IRRIGATION EQUIPMENT CAUSED DURING THIS PROCESSSHALL BE THE CONTRACTOR’S FULL RESPONSIBILITY AND SHALL BE REPAIRED WITH LIKE-KIND MATERIALS TOENSURE THE IRRIGATION SYSTEM REMAINS FULLY OPERATIONAL FOR THE DURATION OF THE PROJECT.EXISTING CONCRETE MOW CURB:THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND LEGAL DISPOSAL OF THE EXISTINGCONCRETE MOW CURB, AS INDICATED ON THE PLANS. NEW SURFACE MATERIAL SHALL BE INSTALLED IN THISAREA PER THE HARDSCAPE PLAN.EXISTING HORSESHOE PIT PLAY EQUIPMENT WITHIN THE DG AREA:THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND LEGAL DISPOSAL OF THE HORSESHOE PIT PLAYEQUIPMENT. ONCE REMOVED, THE CONTRACTOR SHALL REFILL THE AFFECTED AREA WITH DG AND ENSURETHE SURFACE IS FLUSH WITH THE SURROUNDING AREA.

SECTION 024100DEMOLITIONPART 1 - GENERAL1.01SUMMARY:A.THIS SECTION SPECIFIES DEMOLITION AND REMOVAL OF PAVEMENT, PLANTING, IRRIGATION LINES INCLUDING ALLAPPURTENANCES RELATED OR CONNECTED THERETO AND AS REQUIRED AND PER THE DRAWINGS.1.02 RELATED WORK:A.OTHER SECTIONS OF THE SPECIFICATIONS REFER TO WORK IN THIS SECTION. THE CONTRACTOR IS TO REVIEW THEDRAWINGS, GENERAL AND TECHNICAL SPECIFICATIONS AND SITE CONDITIONS TO FAMILIARIZE HIM/HERSELF WITH ALLTHE PROJECT REQUIREMENTS AND TO INSURE HIS WORK IS FULLY COORDINATED.B.SAFETY REQUIREMENTS: COMPLY WITH REQUIREMENTS OF SPECIAL PROVISIONS WITHIN THE CONTRACT BIDDOCUMENT AGREEMENT.1.03 PROTECTION:A.PERFORM DEMOLITION IN SUCH MANNER AS TO ELIMINATE HAZARDS TO PERSONS AND PROPERTY; TO MINIMIZEINTERFERENCE WITH USE OF ADJACENT AREAS, UTILITIES AND STRUCTURES OR INTERRUPTION OF USE OF SUCHUTILITIES; AND TO PROVIDE FREE PASSAGE TO AND FROM SUCH ADJACENT AREAS OF STRUCTURES.B.PROVIDE SAFEGUARDS, INCLUDING WARNING SIGNS, BARRICADES, TEMPORARY FENCES, WARNING LIGHTS, ANDOTHER SIMILAR ITEMS THAT ARE REQUIRED FOR PROTECTION OF ALL PERSONNEL DURING DEMOLITION AND REMOVALOPERATIONS. COMPLY WITH REQUIREMENTS OF SPECIAL PROVISIONS WITHIN THE CONTRACT BID DOCUMENTAGREEMENT.C.MAINTAIN FENCES, BARRICADES, LIGHTS, AND OTHER SIMILAR ITEMS AROUND EXPOSED EXCAVATIONS UNTIL SUCHEXCAVATIONS HAVE BEEN COMPLETELY FILLED.D.REFER TO SPECIAL ENVIRONMENTAL PROTECTION AND MEASURES FOR ADDITIONAL REQUIREMENTS. PREVENT THECREATION AND DISPERSION OF FUGITIVE DUST, FLYING PARTICLES AND AIRBORNE POLLUTION.E.IN ADDITION TO PREVIOUSLY LISTED FIRE AND SAFETY RULES TO BE OBSERVED IN PERFORMANCE OF WORK, INCLUDEFOLLOWING:1.WHEREVER A CUTTING TORCH OR OTHER EQUIPMENT THAT MIGHT CAUSE A FIRE IS USED, PROVIDE AND MAINTAINFIRE EXTINGUISHERS NEARBY READY FOR IMMEDIATE USE. INSTRUCT ALL POSSIBLE USERS IN USE OF FIREEXTINGUISHERS.PART 2 - PRODUCTS (NOT USED)PART 3 - EXECUTION3.01 DEMOLITION:A.COMPLETELY DEMOLISH AND REMOVE CURBS, TURF, AND ANY REQUIRED STRUCTURES AS REQUIRED AND SHOWN ONTHE DRAWINGS.B.DEBRIS, INCLUDING CONCRETE, STONE, METALS AND SIMILAR MATERIALS SHALL BECOME PROPERTY OF CONTRACTORAND SHALL BE LEGALLY DISPOSED OF BY THE CONTRACTOR DAILY, OFF THE PARK PROPERTY. OR IN AN APPROVEDON-SITE RECEPTACLE SUCH AS A DUMPSTER AS MAY BE DESIGNATED BY THE CITY.3.02 CLEAN UP:A.ON COMPLETION OF WORK OF THIS SECTION AND AFTER REMOVAL OF ALL DEBRIS, LEAVE SITE IN CLEAN CONDITIONSATISFACTORY TO CITY REPRESENTATIVE. CLEAN UP SHALL INCLUDE OFF THE PARK PROPERTY DISPOSAL OF ALLITEMS AND MATERIALS NOT REQUIRED TO REMAIN PROPERTY OF THE CITY OF SOLANA BEACH AS WELL AS ALL DEBRISAND RUBBISH RESULTING FROM DEMOLITION OPERATIONS. SEE SPECIAL PROVISIONS FOR USE OF DUMPSTERS IN THECITY.END OF SECTION 024100 CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING CITY AND LANDSCAPEARCHITECT 48 HOURS PRIOR TO START OF DEMOLITION. CONTRACTOR SHALLOBTAIN TREE PRESERVATION RECOMMENDATIONS FROM THE CITY ARBORISTPRIOR TO STARTING DEMOLITION.IN THE EVENT THAT THE CONTRACTOR FAILS TO OBTAIN AND FOLLOW TREEPRESERVATION RECOMMENDATIONS OF THE CITY ARBORIST, THEN THECONTRACTOR ASSUMES FULL RESPONSIBILITY FOR DAMAGE TO EXISTINGTREES TO REMAIN AND SHALL REPLACE DAMAGED TREES WITH MATERIAL OFEQUAL OR BETTER THAN ORIGINAL CONDITION AS DIRECTED BY CITYREPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER.

EXISTING TURF, TO REMOVE

EXISTING TURF, TO REMAIN

EXISTING DECOMPOSED GRANITE, TO REMAIN
D-1
D-1EXISTING MANIFOLDS,TO REMAIN

EXISTING DRAINAGE GRATE,PROTECT IN PLACE

EXISTING CURB,TO REMAIN

EXISTING MANIFOLDS,TO REMAIN

EXISTING CURB,TO REMAIN

EXISTING CURB,TO REMAIN
DM-1

EXISTING WALKWAY

EXISTING BOLLARDS, TO REMAIN

EXISTING BOLLARD, TO REMAINEXISTING CONCRETE MOW CURB, TO REMAIN

EXISTING RESTROOMS
D-3

EXISTING BOLLARDS,TO REMAIN
D-2
100' SDCWA EASEMENT

EXISTING CONCRETE MOW CURB, TO REMOVE
D-3
D-2
D-4
D-4
D-5
D-5
DM-1
100' SDCWA EASEMENT
3 78

LARGE DOG PARK AREA

SMALL DOG PARK AREA

W W W W W W W W

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK
DIAL TOLL FREE1-800-422-4133AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

FOR APPROVAL
NORTHNOT TO SCALEKEY MAP 462 STEVENS AVENUE, SUITE 107SOLANA BEACH, CA 92075-2042619-294-8484; FAX 619-574-0626 APPROVAL VALID FOR TWO (2) YEARS FROM DATE
16 LANDSCAPE PLANS FOR:YYXX-XXXXXPLANNING PROJECT NO.SDPXX-XXXXMF XXXX 12/08/2025
BrettJ.AllenNo.6595

LICENSEDLANDSCAPEARCHITECT
STATEOFCALIFORNIA 12/08/2025RENEWAL DATE: 12-31-25SIGNATURE

SAN ELIJO ROAD

ELFIN FOREST RD

CHAIN-LINK FENCE

EXISTING TREES,TO REMAIN TYP
100' SDCWA EASEMENT
100' SDCWA EASEMENT

EXISTING SIDEWALK,TO REMAIN
05'10'20'30'40'
NORTH

PET FOUNTAIN

EXISTING MANIFOLDS,TO REMAINEXISTING BOLLARDS,TO REMAIN

PET WASTE STATION

SYMBOLHARDSCAPE LEGENDDESCRIPTION
PICNIC TABLE, Q-LBT-96PT, BY QCP, (3 TOTAL), MODIFIED WITHSKATE DETERRENT NOTCHES. SEE DETAIL C-012 DECOMPOSED GRANITE, DESERT GOLD OR PARADISEGOLD, BY SOUTHWEST BOULDER & STONE ORAPPROVED EQUAL, SEE DETAIL C-001, C-002CONCRETE MOW CURB – 6”W X 8”D, SDL-103 TYPE A,SEE DETAIL C-0024' CHAIN-LINK FENCE, BY MASTER HALCO, SEE DETAILC-005, C-006, & C-013 BOULDER SCHEDULE:

DESERT SANDBOULDERS;GOLDEN TAN WITHBROWN OVERTONES3' BOULDER4' BOULDERSOUTHWESTBOULDER & STONESYMBOLDESCRIPTIONQTY PRODUCT63 DETAIL C-004
BOTTLE FILLER LESS DRINKING FOUNTAIN, MGYM 74-A006, BY MURDOCKOR PER CITY'S DIRECTION, (2 TOTAL), SEE DETAIL C-011& C-014

EXISTING RESTROOMS
ECRU BENCH BOULDERS, BY SOUTHWEST BOULDER &STONE, (7 TOTAL), COLOR: CREAM AND BEIGE WITHHINTS OF GOLD, SEE DETAIL C-003PET WASTE STATION, #1003-L, BY DOGIPOT, (1 TOTAL),SEE DETAIL C-010

SUPPLIER

EXISTING MANIFOLDS,TO REMAIN
CONSTRUCTION NOTES:

1.THESE PLANS WERE PREPARED USING BASE INFORMATION PREPARED BYNOVA ENGINEERING. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYINGTHE ACCURACY OF THIS BASE COMPARED TO ACTUAL FIELD CONDITIONSPRIOR TO ORDERING MATERIALS AND/OR BEGINNING WORK ANDIMMEDIATELY NOTIFYING THE LANDSCAPE ARCHITECT OF ANYDISCREPANCIES. IN THE EVENT THAT THE CONTRACTOR FAILS TO VERIFYTHE ACCURACY OF THE BASE INFORMATION AND/OR FAILS TOIMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIESPRIOR TO ORDERING MATERIALS AND/OR BEGINNING WORK, THEN THECONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ANY AND ALLADDITIONAL LABOR AND MATERIALS AS DIRECTED BY THE LANDSCAPEARCHITECT TO RESOLVE SUCH DISCREPANCIES AT NO ADDITIONAL COSTTO THE OWNER.2.THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACTLOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK. THECONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY AND ALLDAMAGES WHICH OCCUR DUE TO THE CONTRACTOR'S FAILURE TO LOCATEAND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, AT NOADDITIONAL COST TO THE OWNER.3.THE CONTRACTOR SHALL ASSUME FULL RESPONSIBLITY FOR REPLACINGANY EQUIPMENT AND/OR MATERIALS OUTSIDE OF THE LIMIT OF WORK,WHICH ARE DAMAGED DURING CONSTRUCTION WITH MATERIALSLIKE-KIND, AT NO ADDITIONAL COST TO THE OWNER.4.REFER TO THE CONSTRUCTION DETAILS AND SPECIFICATIONS FORINSTALLATION AND EXECUTION PROCEDURES AND FOR MAINTENANCEREQUIREMENTS.

H -1
GENERAL NOTES:
4' CHAIN LINK FENCE WITH 6" MOW CURB, PER DETAILS C-005, C-006.4' CHAIN-LINK FENCE ADJACENT TO CONCRETE WALKWAY:THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO BELOW-GRADE UTILITIES ANDIRRIGATION SYSTEMS. ALL SPRINKLER HEADS AND IRRIGATION PIPES MUST BEPROTECTED IN PLACE OR ADJUSTED PER THE OWNER'S DIRECTION TO PREVENT DAMAGECAUSED BY THE FENCE INSTALLATION. ANY DAMAGES RESULTING FROM THEINSTALLATION WILL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO REPAIR ANDREPLACE WITH LIKE-KIND MATERIALS, AT NO COST TO THE OWNER.4' CHAIN-LINK FENCE ADJACENT TO EXISTING MOW CURB:THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING TREES IN PLACE.ANY DAMAGE TO EXISTING TREES OR SHRUBS RESULTING FROM THE FENCEINSTALLATION WILL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO REPLACE WITHLIKE-KIND MATERIALS, AT NO COST TO THE OWNER.EXISTING MANIFOLDS TO REMAIN:THE CONTRACTOR MUST VERIFY AND ENSURE ADEQUATE SPACING FOR THE CHAIN-LINKFENCE INSTALLATION. THE CONTRACTOR SHALL ADJUST THE FENCE INSTALLATION ASNECESSARY TO PROTECT EXISTING MANIFOLDS AND ENSURE THE EXISTING IRRIGATIONSYSTEMS CONTINUE TO FUNCTION PROPERLY THROUGHOUT THE DURATION OF THEPROJECT.DOG PARK SIGNS:THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE DOG PARK SIGN LOCATIONWITH THE CITY AND INSTALLING THE SIGNS ACCORDING TO THE CITY’S OR ITSREPRESENTATIVE’S DIRECTION. THE PROPOSED DOG PARK SIGN STYLE AND LOCATIONMUST MATCH THE EXISTING DOG PARK. FINAL APPROVAL WILL BE BASED ON THE CITY’SDIRECTION.

H -2
H -2
H -3
15'-6"
10'-6"
H -4
24'-6"

SYMBOLPOTABLE WATER LEGENDDESCRIPTION
WPET DRINK FOUNTAIN WATER LINE,1-1/2"PVC PIPE SCHEDULE 40EXISTING DRINKING FOUNTAIN SUPPLY LINE DRINKING WATER LINE NOTES:EXISTING RESTROOM DRINKING FOUNTAIN WATER SUPPLY LINE ANDCONNECTION TO PROPOSED DRINKING WATER LINE:THE CONTRACTOR SHALL LOCATE THE EXISTING DRINKING WATER SUPPLYLINE AT THE APPROXIMATE LOCATION. ONCE IDENTIFIED, THE CONTRACTORSHALL CONNECT THE PROPOSED DRINKING WATER LINE TO THE EXISTINGLINE USING APPROPRIATE FITTINGS, FOLLOWED BY INSTALLATION OF ANISOLATION BALL VALVE AS SHOWN ON THE PLANS.ANY DAMAGE CAUSED DURING THE INSTALLATION SHALL BE THE SOLERESPONSIBILITY OF THE CONTRACTOR AND MUST BE REPAIRED AT NOCOST TO THE OWNER.DRINKING FOUNTAIN (WITH ATTACHED PET FOUNTAIN) WATER LINE:THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING THE PIPE AT AMINIMUM DEPTH OF 18" BELOW GRADE. WHEN CROSSING ANY HARDSCAPE,DECOMPOSED GRANITE, OR CONCRETE HEADER, THE CONTRACTOR SHALLCOORDINATE EXACT SLEEVE OR CONDUIT LOCATIONS TO ENSUREPROTECTION OF THE WATER LINE. THE CONTRACTOR SHALL ALSO BERESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED DURING INSTALLATIONUSING LIKE-KIND MATERIALS.DRINKING FOUNTAINS W/ ATTACHED PET FOUNTAINS:THE CONTRACTOR IS RESPONSIBLE FOR CONNECTING THE DRINKINGWATER LINE TO THE PROPOSED PET FOUNTAINS. A THIRD-PARTY TESTREPORT IS REQUIRED TO CONFIRM THE DRINKING WATER QUALITY.ISOLATION BALL VALVE:THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE W-1
W-2
W-3
H -5
H -5
H -5

EXISTING DRINKING FOUNTAIN SUPPLY LINEPER AS-BUILT, CONTRACTOR TO VERIFY H -4
H -1
W-3W-2
W-2
W-1
H -4
H -3
DOG PARK SIGN, BY MYERS AND SONS HI-WAY SAFETY,SEE DETAILS C-007, C-008.

EXISTING CURB,TO REMAIN
DOG PARK RULE SIGN, BY MYERS AND SONS HI-WAYSAFETY, SEE DETAILS C-009. 5'-0"
16'-0"
HS-14
ISOLATION BALL VALVE - NIBCO T-585-70 TWO-PIECE BRONZEFULL PORT BALL VALVE. SEE DETAIL I-9 HS-1
10'-0"
10'-0" MAINTENANCE GATE

MAINTENANCE GATE
ADA PICNIC TABLE, Q - LBT102PTADA, BY QCP, (1 TOTAL),MODIFIED WITH SKATE DETERRENT NOTCHES. SEE DETAILC-015 W-4
79 HD-1
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FOR APPROVAL
462 STEVENS AVENUE, SUITE 107SOLANA BEACH, CA 92075-2042619-294-8484; FAX 619-574-0626 APPROVAL VALID FOR TWO (2) YEARS FROM DATE
16LANDSCAPE PLANS FOR:YYXX-XXXXXPLANNING PROJECT NO.SDPXX-XXXXMF XXXX 12/08/2025
BrettJ.AllenNo.6595
LICENSEDLANDSCAPEARCHITECTSTATEOFCALIFORNIA12/08/2025RENEWAL DATE: 12-31-25SIGNATURE 1STABILIZED DECOMPOSED GRANITE. INSTALLIN 2" LIFTS. COMPACT EACH LIFT AT 90% MIN.REFER TO SPECIFICATIONS.2EXISTING DECOMPOSED GRANITE3COMPACT SUBGRADE AT 95% MIN. 4"
ALIGN1.5% MAX.1
32 REPAIR WIDTH PER PLAN
DECOMPOSED GRANITE PAVING1 1/2"=1'-0"
1EXISTING TURF AREA26" X 8" CONCRETE HEADER
1234
CONCRETE MOWCURB1 1/2"=1'-0"
1"
4BASE AND COMPACTION PER GEOTECHNICAL REPORT34" DEPTH STABILIZED DECOMPOSED GRANITEINSTALL AND COMPACT IN 2" LIFTS 6"
NOTE:PROVIDE PRE-EMERGENTHERBICIDE TO SUBGRADE OFTRAIL PRIOR TO INSTALLINGDECOMPOSED GRANITE.

SEE SPECIFICATIONS
8"4"
4STRETCHER BAR3POST TOP2TIES @ 14" O.C.1TOP RAIL
6TRUSS ROD
7CHAIN LINK FABRIC, 2" MESH GALVANZED 9 GAGE CORE8BOTTOM RAIL 5TERMINAL POST4'-0"
10'-0" MAX.
6" TYP.3'-0".
12354
876
910
9CONCRETE FOOTING
10'-0" MAX.10'-0" MAX.
10COMPACTED SUBGRADEPER GEOTECHNICAL REPORT
4' CHAIN LINK FENCENOT TO SCALE
12" DIA.MIN. 11
11CONCRETE CURB/FINISH SURFACEPER PLAN
TERMINAL & CORNER POST: 2.875" O.D.LINE POST: 2.375" O.D.TOP RAIL: 1.66" O.D.BOTTOM RAIL: 1.66" O.D. 4' CHAIN LINK FENCE GATENOT TO SCALE
4TENSION BAR3INDUSTRIAL 180 DEGREE HINGE2END OR CORNER POST, STEEL PIPE 5TRUSS ROD WITH TIGHTNER @ ALL CORNERS, ANCHOR ENDS & GATE POSTS 1TOP RAIL, STEEL POST
11TENSION WIRE, 6 GA. GALV. COIL SPRING STEEL WIRE
9CHAIN LINK FABRIC, 9GA. GALV., 2" MESH10TIE WIRE, 9 GA. @ 14"6STRETCHER AT ENDS 7HORIZONTAL BRACE, STEEL PIPE @ CORNERS, ANCHORS & ENDS 12FOOTING DIA.12" MIN
8PROVIDE 'BUTTERFLY' LATCHTYPE. STEEL WIRE
13FOOTING DEPTH 3' MIN
4 3 11
51 678109
131212" DIA.MIN.6"
3'-0"4'-0"2
1BOULDER (REFER TO PLAN FOR SIZE, TYPE AND LOCATION)PLACE THE BEST, UNSCARRED FACE OF BOULDER OUT OF SOIL. 4PLANT MATERIAL PER PLANS3COMPACTED SUBGRADE2FINISH SURFACE 1 1/3 BELOW GRADE
2 3
4 BOULDERNOT TO SCALESTD. C-001 STD. C-002 STD. C-003 STD. C-004 1BENCH BOULDER (REFER TO PLAN FOR PLACEMENT)IMBEDMENT PER MANUFACTURER RECOMMENDATION 3COMPACTED SUBGRADE2FINISH SURFACE

ECRU BENCH BOULDERNOT TO SCALE
12 3
5 STD. C-005 STD. C-006
80 HD-2
DIAL TOLL FREE1-800-422-4133AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

FOR APPROVAL
462 STEVENS AVENUE, SUITE 107SOLANA BEACH, CA 92075-2042619-294-8484; FAX 619-574-0626 APPROVAL VALID FOR TWO (2) YEARS FROM DATE
16LANDSCAPE PLANS FOR:YYXX-XXXXXPLANNING PROJECT NO.SDPXX-XXXXMF XXXX 12/08/2025
BrettJ.AllenNo.6595
LICENSEDLANDSCAPEARCHITECTSTATEOFCALIFORNIA12/08/2025RENEWAL DATE: 12-31-25SIGNATURE SMALL DOG PARK SIGNNOT TO SCALESTD. C-007LARGE DOG PARK SIGNNOT TO SCALESTD. C-008DOG PARK RULE SIGNNOT TO SCALESTD. C-009 PET FOUNTAINNOT TO SCALESTD. C-011
5FINISH GRADE6CONCRETE FOOTING, SLOPE TOPOF FOOTING AWAY FROM POST 4DISPENSER POST
7COMPACTED SUBGRADE PER GEOTECHNICAL REPORT
2WASTE BAGS AND DISPENSER"DOGIPOT" ( SEE MANUF. SPECS. )310 GALLON WASTE RECEPTACLEW/ ATTACHED LID AND DISPOSABLELINERS ( SEE MANUF. SPECS. ) CL
6'-6"8" 1'-0" 1"1'-6"4" 8" 76
54 1
3 1"DOGIPOT" PET SIGN(SEE MANUF. SPECS.)
2 1'-11" 1'-312" 1'-6"
PET WASTE BAG STATION1"=1'-0" STD. C-010
PICNIC TABLENOT TO SCALESTD. C-012
6 3
81 HD-3
DIAL TOLL FREE1-800-422-4133AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

FOR APPROVAL
462 STEVENS AVENUE, SUITE 107SOLANA BEACH, CA 92075-2042619-294-8484; FAX 619-574-0626 APPROVAL VALID FOR TWO (2) YEARS FROM DATE
16LANDSCAPE PLANS FOR:YYXX-XXXXXPLANNING PROJECT NO.SDPXX-XXXXMF XXXX 12/08/2025
BrettJ.AllenNo.6595
LICENSEDLANDSCAPEARCHITECTSTATEOFCALIFORNIA12/08/2025RENEWAL DATE: 12-31-25SIGNATURE 7 PET FOUNTAIN DRAINAGENOT TO SCALE
52"
4'-0"
5'-0"5'-0"
3'-0"12" DIA.MIN.6"
2 1GALV. 2-3/8" GATE FRAME
1 2INDUSTRIAL 180 DEGREE HINGE
3 3LOCKING PIPE LATCH
4 4GALV. TERMINAL POST
5 5CONC. FOOTING PER FOOTING DETAILSET TOP OF FOOTING FLUSH W/GRADE 6 63/4" X 3' GALV. STEEL ROD WITH4" 90 DEGREE HANDLE
7 71" STEEL SLEEVE IN CONCRETE FOOTING (ONE AT OPEN & CLOSE) 8 7MOWCURB W/REBAR
CHAIN LINK FENCE MAINTENANCE GATENOT TO SCALESTD. C-013 STD. C-014 ADA PICNIC TABLENOT TO SCALESTD. C-015
1 82
HSP-1
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FOR APPROVAL
462 STEVENS AVENUE, SUITE 107SOLANA BEACH, CA 92075-2042619-294-8484; FAX 619-574-0626 APPROVAL VALID FOR TWO (2) YEARS FROM DATE
16LANDSCAPE PLANS FOR:YYXX-XXXXXPLANNING PROJECT NO.SDPXX-XXXXMF XXXX 12/08/2025
BrettJ.AllenNo.6595
LICENSEDLANDSCAPEARCHITECTSTATEOFCALIFORNIA12/08/2025RENEWAL DATE: 12-31-25SIGNATURE SECTION 129300SITE FURNISHINGSPART 1 - GENERAL1.01SUMMARY:THIS WORK INCLUDES ALL SERVICES; LABOR, MATERIALS, TRANSPORTATION ANDEQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND ASSPECIFIED. THE CONDITIONS OF THE CONTRACT DIVISION 1 APPLY TO THIS SECTION ASFULLY AS IF REPEATED HEREIN.PROVIDE SITE FURNISHINGS WHERE SHOWN ON THE DRAWINGS, AND ALL REQUIREDACCESSORIES, MOUNTING HARDWARE AND FOOTINGS, AS SPECIFIED HEREIN AND ASNEEDED FOR A COMPLETE AND PROPER INSTALLATION.1.02SUBMITTALS:A.PRODUCT DATA: THE CONTRACTOR SHALL SUBMIT WITHIN TEN (10) CALENDAR DAYSAFTER RECEIPT OF NOTICE TO PROCEED, THREE (3) COMPLETE SETS OF THE MATERIALAND EQUIPMENT SUBMITTALS, INCLUDING.1.MANUFACTURER AND MANUFACTURER'S REPRESENTATIVE'S NAME(S) ANDADDRESS(S)2.SHOP DRAWINGS AND/OR DETAILED TECHNICAL DATA SHEETS (CUT SHEETS) ASAPPLICABLE, INCLUDING PLAN, ELEVATION AND SECTION VIEWS, COMPONENT LISTSWITH MODEL NUMBERS AND CATALOG DESCRIPTIONS3.COLOR CHARTS AND ACTUAL MATERIAL COLOR SAMPLES FOR SELECTION OFCOLORS BY THE LANDSCAPE ARCHITECT4.WRITTEN MATERIAL SPECIFICATIONS AND INSTALLATION INSTRUCTIONS FOR ALLCOMPONENTS5.COPY OF MANUFACTURER WARRANTY IN CERTIFICATE FORMAT1.03QUALITY ASSURANCE:A.USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED ANDEXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITHTHE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPERPERFORMANCE OF THE WORK OF THIS SECTION.1.04COMPLIANCE WITH DESIGN DRAWINGS:A.PRODUCTS: THE LAYOUTS SHOWN ON THE DRAWINGS ARE BASED UPON SPECIFICEQUIPMENT AND MEASUREMENTS FROM THE MANUFACTURERS SPECIFIED ON THEDRAWINGS AND HEREIN. OTHER PRODUCTS WILL BE REVIEWED AND CONSIDERED AS APOTENTIAL "EQUAL", ONLY IF ALL OF THE EQUIPMENT, COMPONENTS, CONFIGURATIONS,FEATURES, COLORS, PARAMETERS, SPECIFICATIONS AND DESIGN INTENT OF THESPECIFIED EQUIPMENT IS MATCHED IN EVERY ASPECT, AS DETERMINED BY THE CITY'SREPRESENTATIVE.PART 2 - PRODUCTS2.01PRODUCTSA.PICNIC TABLEMODEL:Q-LBT-96PT MANUFACTURER: BY QCP OR APPROVED EQUAL B. ADA PICNIC TABLEQ-LBT-102PTADAMANUFACTURER: QCP OR APPROVED EQUALC.BOTTLE FILLER LESS DRINKING FOUNTAINMODEL: MGYM 74-A006MANUFACTURER: MURDOCK OR APPROVED EQUALD.PET WASTE STATIONMODEL:1003-LMANUFACTURER: DOGIPOT OR APPROVED EQUAL E.ECRU BENCH BOULDERSCOLOR:CREAM AND BEIGE WITH HINTS OF GOLDMANUFACTURER: SOUTHWEST BOULDER & STONE OR APPROVED EQUALF.DESERT SAND BOULDERSCOLOR:GOLDEN TAN WITH BROWN OVERTONES MANUFACTURER: SOUTHWEST BOULDER & STONE OR APPROVED EQUALG.4' CHAIN-LINK FENCE GALVANZED CHAIN LINK FABRIC ON GALVANIZED FRAMEWORK MANUFACTURER: MASTER HALCO OR OR APPROVED EQUALH.DECOMPOSED GRANITECOLOR:DESERT GOLD OR PARADISE GOLD MANUFACTURER: SOUTHWEAT BOULDER & STONE OR APPROVED EQUALI.DOG PARK SIGNMANUFACTURER: MYERS AND SONS HI-WAY SAFETYINSTALLATION PER CITY'S DIRECTIONPART 3 - EXECUTION3.01SURFACE CONDITIONS:EXAMINE THE AREAS UNDER WHICH THE WORK OF THIS SECTION WILL BE PERFORMED.CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THEWORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED.3.02INSTALLATION:L.INSTALL THE REQUIRED FURNISHINGS IN LOCATIONS, PER MANUFACTURER'SSPECIFICATIONS, AS SHOWN ON THE DRAWINGS.M.CLEAN FURNISHINGS WITH CLEANING MATERIALS RECOMMENDED BY THEMANUFACTURER. END OF SECTION 129300 SECTION 02820CHAIN LINK FENCINGPART 1 - GENERAL1.01SECTION INCLUDESA. GALVANIZED (ZINC) COATED CHAIN LINK FABRIC WITH GALVANIZED STEEL FRAMEWORKAND ACCESSORIES FOR COMMERCIAL OR INDUSTRIAL APPLICATIONS.1.02RELATED SECTIONSA.SECTION 320523 PORTLAND CEMENT CONCRETE PAVING1.03SUBMITTALSA. CHANGES IN SPECIFICATIONS MAY NOT BE MADE AFTER THE BID DATE.B. SHOP DRAWINGS: LAYOUT OF FENCES AND GATES WITH DIMENSIONS, DETAILS, ANDFINISHES OF COMPONENTS, ACCESSORIES, AND POST FOUNDATIONS.C. PRODUCT DATA: MANUFACTURER’S CATALOG CUTS INDICATING MATERIAL COMPLIANCEAND SPECIFIED OPTIONS.D. SAMPLES: IF REQUESTED, SAMPLES OF MATERIALS (E.G., FABRIC, WIRES, ANDACCESSORIES).1.04 QUALITY ASSURANCEA.MANUFACTURER: COMPANY HAVING MANUFACTURING FACILITIES IN THE UNITEDSTATES WITH A MINIMUM 5 YEARS EXPERIENCE SPECIALIZING IN MANUFACTURING OFCHAIN LINK FENCE PRODUCTS.B.FENCE CONTRACTOR: CONTRACTOR HAVING 5 YEARS EXPERIENCE INSTALLING SIMILARPROJECTS IN ACCORDANCE WITH ASTM F567.C.TOLERANCES: ASTM CURRENT SPECIFICATION AND TOLERANCES APPLY ANDSUPERSEDE ANY CONFLICTING TOLERANCE.D.SUBSTITUTIONS: ALTERNATE CHAIN LINK PRODUCTS MAY BE ACCEPTABLE BY THEARCHITECT AS EQUAL IF APPROVED IN WRITING TEN DAYS PRIOR TO BIDDINGPROVIDED THAT THE ITEMS SUBMITTED MEET THE SPECIFICATIONS CONTAINED IN THISDOCUMENT.E.SINGLE SOURCE: TO ENSURE SYSTEM INTEGRITY OBTAIN THE CHAIN LINK SYSTEM,FRAMEWORK, FABRIC, FITTINGS, GATES AND ACCESSORIES FROM A SINGLE SOURCE.

PART 3 - EXECUTION3.01EXAMINATIONA.VERIFY AREAS TO RECEIVE FENCING ARE COMPLETED TO FINAL GRADES ANDELEVATIONS.B.ENSURE PROPERTY LINES AND LEGAL BOUNDARIES OF WORK ARE CLEARLYESTABLISHED.3.02CHAIN LINK FENCE FRAMING INSTALLATIONA.INSTALL CHAIN LINK FENCE IN ACCORDANCE WITH ASTM F 567 AND MANUFACTURER'SINSTRUCTIONS.B.LOCATE TERMINAL POST AT EACH FENCE TERMINATION AND CHANGE IN HORIZONTAL ORVERTICAL DIRECTION OF 30° OR MORE.C.SPACE LINE POSTS UNIFORMLY AT 10' (3048 MM) MAXIMUM ON CENTER, EXCEPT WHEREINDICATED OR REQUIRED OTHERWISE.D.CONCRETE SET POSTS: UNLESS SHOWN OTHERWISE, DRILL HOLES IN FIRM,UNDISTURBED OR COMPACTED SOIL. HOLES SHALL HAVE DIAMETER 4 TIMES GREATERTHAN OUTSIDE DIMENSION OF POST, AND DEPTHS APPROXIMATELY 6”(152 MM) DEEPERTHAN POST BOTTOM. EXCAVATE DEEPER AS REQUIRED FOR ADEQUATE SUPPORT INSOFT AND LOOSE SOILS, AND FOR POSTS WITH HEAVY LATERAL LOADS. SET POSTBOTTOM 36” (914 MM) BELOW SURFACE WHEN IN FIRM, UNDISTURBED SOIL. PLACECONCRETE AROUND POSTS IN A CONTINUOUS POUR. TROWEL FINISH AROUND POST.SLOPE TO DIRECT WATER AWAY FROM POSTS.E.CHECK EACH POST FOR VERTICAL AND TOP ALIGNMENT, AND MAINTAIN IN POSITIONDURING PLACEMENT AND FINISHING OPERATIONS.F.BRACING: INSTALL HORIZONTAL PIPE BRACE AT MID-HEIGHT FOR FENCES 6' (1829 MM)AND OVER, ON EACH SIDE OF TERMINAL POSTS. FIRMLY ATTACH WITH FITTINGS. INSTALLDIAGONAL TRUSS RODS AT THESE POINTS. ADJUST TRUSS ROD, ENSURING POSTSREMAIN PLUMB.G.TOP RAIL: INSTALL LENGTHS, 21' (6400 MM) OR AS SHOWN. CONNECT JOINTS WITHSLEEVES FOR RIGID CONNECTIONS FOR EXPANSION/CONTRACTION.H.CENTER RAILS: INSTALL MID RAILS BETWEEN POSTS WITH FITTINGS AND ACCESSORIES.I.BOTTOM RAILS: INSTALL BOTTOM RAILS BETWEEN POSTS WITH FITTINGS ANDACCESSORIES.3.03CHAIN LINK FABRIC INSTALLATIONA.FABRIC:INSTALL FABRIC ON SECURITY SIDE AND ATTACH SO THAT FABRIC REMAINS INTENSION AFTER PULLING FORCE IS RELEASED. LEAVE APPROXIMATELY 2” (50 MM)BETWEEN FINISH GRADE AND BOTTOM SELVAGE. ATTACH FABRIC WITH WIRE TIES TOLINE POSTS AT 15” (381 MM) ON CENTER AND TO RAILS, BRACES, AND TENSION WIRE AT24” (600 MM) ON CENTER.B.TENSION (STRETCHER) BARS: PULL FABRIC TAUT; THREAD TENSION BAR THROUGHFABRIC AND ATTACH TO TERMINAL POSTS WITH BANDS OR CLIPS SPACED MAXIMUM OF15” (381 MM) ON CENTER.3.04ACCESSORIESA.TIE WIRES:BEND ENDS OF WIRE TO MINIMIZE HAZARD TO PERSONS AND CLOTHING.B.FASTENERS: INSTALL NUTS ON SIDE OF FENCE OPPOSITE FABRIC SIDE FOR ADDEDSECURITY.3.05CLEANINGA.CLEAN UP DEBRIS AND UNUSED MATERIAL, AND REMOVE FROM THE SITE.END OF SECTION 02820 8 PART 2 - PRODUCTS2.01MANUFACTURERA.PRODUCTS FROM QUALIFIED MANUFACTURERS HAVING A MINIMUM OF FIVE YEARSEXPERIENCE MANUFACTURING GALVANIZED COATED CHAIN LINK FENCING WILL BEACCEPTABLE IF THEY MEET THE FOLLOWING SPECIFICATIONS FOR DESIGN, SIZEGAUGE OF METAL PARTS AND FABRICATION.B.OBTAIN CHAIN LINK FENCES AND GATES, INCLUDING ACCESSORIES, FITTINGS, ANDFASTENINGS, FROM A SINGLE SOURCE.2.02CHAIN LINK FENCE FABRICA.GALVANIZED WIRE : GALVANIZED (ZINC) COATED WIRE, ASTM A 392-1.2OZ/SF. WIRESPEC-A817-83, CLASS1.B.SIZE: HELICALLY WOUND AND WOVEN TO HEIGHT AS INDICATED ON DRAWINGS WITH:1.ALL CHAIN LINK FENCES: FENCE FABRIC SHALL BE GALVANIZED (ZINC) COATED, 2” (50MM) DIAMOND MESH, 9 GAUGE WITH A WIRE DIAMETER OF 0.148” (3.76 MM) AND ABREAKLOAD STRENGTH OF 1290 LBF (5740 N).C.SELVAGE OF FABRIC: KNUCKLED AT TOP AND KNUCKLED AT BOTTOM.2.03STEEL POSTS, RAILS AND BRACINGA.STEEL PIPE - TYPE I: ASTM F 1083, STANDARD WEIGHT SCHEDULE 40; MINIMUM YIELDSTRENGTH OF 25,000 PSI (170 MPA); SIZES AS INDICATED ON DRAWINGS AND ASSPECIFIED HEREIN. HOT-DIPPED GALVANIZED WITH MINIMUM AVERAGE 1.8 OZ/FT² (550G/M²) OF COATED SURFACE AREA.B.FRAMEWORK SIZES UNLESS OTHERWISE NOTED ON PLANS:1.HEIGHTS 6' AND BELOW:a.2-½” DIAMETER TERMINAL/END POSTSb.2” DIAMETER LINE POSTSc.1-5/8” DIAMETER RAILS2.04 ACCESSORIESA.CHAIN LINK FENCE ACCESSORIES: [ASTM F 626] PROVIDE ITEMS REQUIRED TOCOMPLETE FENCE SYSTEM. GALVANIZE EACH FERROUS METAL ITEM AND FINISH TOMATCH FRAMING.B.POST CAPS: FORMED STEEL, CAST MALLEABLE IRON, OR ALUMINUM ALLOYWEATHERTIGHT CLOSURE CAP FOR TUBULAR POSTS. PROVIDE ONE CAP FOR EACHPOST. (WHERE TOP RAIL IS USED, PROVIDE TOPS TO PERMIT PASSAGE OF TOP RAIL.)C.TOP RAIL AND BRACE RAIL ENDS: PRESSED STEEL PER ASTM F626, FOR CONNECTIONOF RAIL AND BRACE TO TERMINAL POSTS.D.TOP RAIL SLEEVES: EXPANSION SLEEVE WITH SPRING, SIZED ACCORDING TO TOP RAILSIZE, ALLOWING FOR EXPANSION AND CONTRACTION OF TOP RAIL.E.WIRE TIES: 9 GAUGE [0.148” (3.76 MM)] GALVANIZED STEEL WIRE FOR ATTACHMENT OFFABRIC TO LINE POSTS. DOUBLE WRAP 13 GAUGE [0.092” (2.324 MM)] FOR RAILS ANDBRACES. HOG RING TIES OF 12-1/2 GAUGE [0.0985” (2.502 MM)] FOR ATTACHMENT OFFABRIC TO TENSION WIRE.F.BRACE AND TENSION (STRETCHER BAR) BANDS: PRESSED STEEL. AT SQUARE POSTSPROVIDE TENSION BAR CLIPS.G.TENSION (STRETCHER) BARS: ONE PIECE LENGTHS EQUAL TO 2 INCHES (50 MM) LESSTHAN FULL HEIGHT OF FABRIC WITH A MINIMUM CROSS-SECTION OF 3/16” X 3/4” (4.76MM X 19 MM) OR EQUIVALENT FIBER GLASS ROD. PROVIDE TENSION (STRETCHER)BARS WHERE CHAIN LINK FABRIC MEETS TERMINAL POSTS.H.TENSION WIRE: GALVANIZED COATED STEEL WIRE, 7 GAUGE, 0.177"(4.5 MM) DIAMETERWIRE WITH TENSILE STRENGTH OF 75,000 PSI (517 MPA).I.TRUSS RODS & TIGHTENER: STEEL RODS WITH MINIMUM DIAMETER OF 5/16” (7.9 MM).CAPABLE OF WITHSTANDING A TENSION OF MINIMUM 2,000 LBS.J.NUTS AND BOLTS ARE GALVANIZED .2.05GALVANIZED (ZINC) COATED POSTS, RAILS & ACCESSORIESA.FOR ALL CHAIN LINK FENCE POSTS, RAILS AND ACCESSORIES PROVIDE ZINCCOATINGS PER MANUFACTURER STANDARD SPECIFICATIONS.2.06 SETTING MATERIALSA.CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI (20 MPA). 83 HSP-2
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LICENSEDLANDSCAPEARCHITECTSTATEOFCALIFORNIA12/08/2025RENEWAL DATE: 12-31-25SIGNATURE SECTION 032000CONCRETE REINFORCEMENTPART 1 - GENERAL1.01 SUMMARYTHIS WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION ANDEQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND ASSPECIFIED. THE CONDITIONS OF THE CONTRACT AND DIVISION 1 APPLY TO THIS SECTIONAS FULLY AS IF REPEATED HEREIN.1.02 RELATED REQUIREMENTS:A.SECTION 320523 PORTLAND CEMENT CONCRETE PAVING1.03 GENERAL REQUIREMENTS:A.PROVIDE CONCRETE REINFORCEMENT WHERE SHOWN ON THE DRAWINGS, AS SPECIFIEDHEREIN AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION.B.USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED ANDEXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THESPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OFTHE WORK OF THIS SECTION.C.PERFORM CONCRETE REINFORCEMENT WORKS IN ACCORDANCE WITH ACI 301, UNLESSOTHERWISE SPECIFIED IN THIS SECTION.1.04 DELIVERY STORAGE AND HANDLING:A.DELIVER THE MATERIALS TO THE JOB SITE IN GOOD CONDITION AND PROPERLY PROTECTEDAGAINST DAMAGE AND CORROSION.B.STORE MATERIAL IN A LOCATION AND IN A MANNER TO AVOID DAMAGE. STACKING SHALL BEDONE IN A WAY WHICH WILL PREVENT CORROSION AND BENDING.C.STORE MATERIAL IN A CLEAN, DRY LOCATION AWAY FROM UNCURED CONCRETE ANDMASONRY. COVER WITH WATERPROOF PAPER, TARPAULIN OR POLYPROPYLENE SHEETINGIN A MANNER THAT WILL PERMIT CIRCULATION OF AIR INSIDE THE COVERING.PART 2 - PRODUCTS2.01 REINFORCEMENT MATERIALS AND ACCESSORIES:A.BARS: DEFORMED BILLET STEEL BARS, ASTM A615; GRADE 60.B.STEEL WIRE: FOR TIE WIRE USE BLACK ANNEALED STEEL, 16-GAUGE MINIMUM.2.02 OTHER MATERIALS:PROVIDE OTHER MATERIALS NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR ACOMPLETE AND PROPER INSTALLATION AS SELECTED BY THE CONTRACTOR SUBJECT TOTHE APPROVAL OF THE OWNER.PART 3 - EXECUTION3.01 SURFACE CONDITIONS:EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BEPERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETIONOF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED.3.02 FABRICATION OF REBAR:A.FABRICATE REINFORCING BARS TO CONFORM TO THE REQUIRED SHAPES AND DIMENSIONS.B.PLACE REINFORCEMENT SUPPORTED AND SECURED AGAINST DISPLACEMENT.C.ENSURE REINFORCING IS CLEAN, FREE OF LOOSE SCALE, DIRT OR OTHER FOREIGNCOATINGS.

F.CONCRETE TESTING SERVICE: ENGAGE A QUALIFIED INDEPENDENT TESTING AGENCY TOPERFORM MATERIAL EVALUATION TESTS AND TO DESIGN CONCRETE MIXES.1.06MOCK-UPSA.PRIOR TO CONSTRUCTION, PROVIDE (1) 4' X 4' X 4" THICK SAMPLE OF EACH PAVING TYPE,COLOR, FINISH AND SEALERS AS SPECIFIED ON DRAWINGS.B.ENSURE THAT EACH MOCK-UP CONTAINS JOINT TYPES SPECIFIED ON PROJECT, E.G.CONSTRUCTION, SAWCUT WEAKENED PLANE, SAWCUT JOINT, ETC.C.LOCATE MOCK-UPS IN A CONVENIENTLY ACCESSIBLE AND PROTECTED PLACE. APPROVEDMOCK-UPS WILL BE STANDARD FOR FUTURE INSTALLATION REVIEW.D. MOCK-UPS SHALL BE APPROVED BY LANDSCAPE ARCHITECT. ADDITIONAL SAMPLES SHALLBE PREPARED TO ENSURE DESIGN COMPLIANCE PER LANDSCAPE ARCHITECT'S REQUEST.E.REMOVE MOCK-UPS FROM SITE UPON COMPLETION OF WORK.

1.07PROJECT CONDITIONSA.TRAFFIC CONTROL: MAINTAIN ACCESS FOR VEHICULAR AND PEDESTRIAN TRAFFIC ASREQUIRED FOR OTHER CONSTRUCTION ACTIVITIES.PART 2 - PRODUCTS2.01FORMSA.FORM MATERIALS: PLYWOOD, MDO PLYWOOD, METAL, METAL-FRAMED PLYWOOD, OROTHER APPROVED PANEL-TYPE MATERIALS TO PROVIDE FULL-DEPTH, CONTINUOUS,STRAIGHT, SMOOTH EXPOSED SURFACES.1.USE FLEXIBLE OR CURVED FORMS FOR CURVES OF A RADIUS 100 FEET (30.5M) ORLESS.B.FORM-RELEASE AGENT: COMMERCIALLY FORMULATED FORM RELEASE AGENT THAT WILLNOT BOND WITH, STAIN, OR ADVERSELY AFFECT CONCRETE SURFACES AND WILL NOTIMPAIR SUBSEQUENT TREATMENTS OF CONCRETE SURFACES.2.02STEEL REINFORCEMENTA.REINFORCEMENT BARS: ASTM A 615/A 615M, GRADE 60 (GRADE 420), DEFORMED.B.JOINT DOWEL BARS: PLAIN STEEL BARS, ASTM A 615/A 615M, GRADE 60 (GRADE 420). CUTBARS TRUE TO LENGTH WITH ENDS SQUARE AND FREE OF BURRS.C.BAR SUPPORTS: BOLSTERS, CHAIRS, SPACERS, AND OTHER DEVICES FOR SPACING,SUPPORTING AND FASTENING REINFORCEMENT BARS, WELDED WIRE FABRIC, AND DOWELSIN PLACE. MANUFACTURE BAR SUPPORTS ACCORDING TO CRSI'S :MANUAL OF STANDARDPRACTICE: FROM STEEL WIRE, PLASTIC, OR PRECAST CONCRETE OR FIBER-REINFORCEDCONCRETE OF GREATER COMPRESSIVE STRENGTH THAN CONCRETE, AND AS FOLLOWS:1.EQUIP WIRE BAR SUPPORTS WITH SAND PLATES OR HORIZONTAL RUNNERS WHEREBASE MATERIAL WILL NOT SUPPORT CHAIR LEGS.2.03CONCRETE MATERIALSA.GENERAL: USE THE SAME BRAND AND TYPE OF CEMENTITIOUS MATERIAL FROM THE SAMEMANUFACTURER THROUGHOUT THE PROJECT.B.PORTLAND CEMENT: ASTM C 150, TYPE I.C.FLY ASH: ASTM C 618, CLASS F.D.NORMAL WEIGHT AGGREGATE: ASTM C 33, CLASS 4, UNIFORMLY GRADED, FROM A SINGLESOURCE, WITH COARSE AGGREGATE AS FOLLOWS:1.MAXIMUM AGGREGATE SIZE: 1-1/2 INCHES (38 MM) NOMINAL.2.DO NOT USE FINE OR COARSE AGGREGATES CONTAINING SUBSTANCES THAT CAUSESPALLING.E.WATER: ASTM C 94.

SECTION 320523PORTLAND CEMENT CONCRETE PAVINGPART 1 - GENERAL1.01RELATED DOCUMENTSA.DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL ANDSUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THISSECTION.B.SECTION 032000 CONCRETE REINFORCEMENT1.02SUMMARYA.THIS SECTION INCLUDES EXTERIOR CEMENT CONCRETE PAVEMENT FOR THE FOLLOWING:1.CONCRETE PAVING.1.03DEFINITIONSA.CEMENTITIOUS MATERIALS: PORTLAND CEMENT ALONE OR IN COMBINATION WITH ONE ORMORE OF BLENDED HYDRAULIC CEMENT, EXPANSIVE HYDRAULIC CEMENT, FLY ASH ANDOTHER POZZOLANS, GROUND GRANULATED BLAST-FURNACE SLAG, AND SILICA FUME.1.04SUBMITTALSA.GENERAL: SUBMIT THE FOLLOWING ACCORDING TO THE CONDITIONS OF THE CONTRACTAND DIVISION 1 SPECIFICATION SECTIONS.B.PRODUCT DATA: FOR EACH TYPE OF MANUFACTURED MATERIAL AND PRODUCT INDICATED.C.DESIGN MIXES: FOR EACH CONCRETE PAVEMENT MIX. INCLUDE ALTERNATE MIX DESIGNSWHEN CHARACTERISTICS OF MATERIALS, PROJECT CONDITIONS, WEATHER, TEST RESULTS,OR OTHER CIRCUMSTANCES WARRANT ADJUSTMENTS.D.MATERIAL TEST REPORTS: FROM A QUALIFIED TESTING AGENCY INDICATING ANDINTERPRETING TEST RESULTS FOR COMPLIANCE WITH REQUIREMENTS INDICATED IN THISSPECIFICATION BASED ON COMPREHENSIVE TESTING OF CURRENT MATERIALS.E.MATERIAL CERTIFICATES IN LIEU OF MATERIAL LABORATORY TEST REPORTS WHENPERMITTED BY LANDSCAPE ARCHITECT. MATERIAL CERTIFICATES SHALL BE SIGNED BYMANUFACTURER AND CONTRACTOR CERTIFYING THAT EACH MATERIAL ITEM COMPLIESWITH OR EXCEEDS REQUIREMENTS. PROVIDE CERTIFICATION FROM ADMIXTUREMANUFACTURERS THAT CHLORIDE CONTENT COMPLIES WITH REQUIREMENTS.F.PENETRATING CONCRETE SEALERS FOR CAST-IN-PLACE CONCRETE PAVING.1.05 QUALITY ASSURANCEA.INSTALLER QUALIFICATION: AN EXPERIENCED INSTALLER WHO HAS COMPLETED PAVEMENTWORK SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT INDICATED FOR THIS PROJECTAND WHOSE WORK HAS RESULTED IN CONSTRUCTION WITH A RECORD OF SUCCESSFULIN-SERVICE PERFORMANCE.B.MANUFACTURER QUALIFICATIONS: MANUFACTURER OF READY-MIXED CONCRETEPRODUCTS COMPLYING WITH ASTM C 94 REQUIREMENTS FOR PRODUCTION FACILITIES ANDEQUIPMENT.C.TESTING AGENCY QUALIFICATIONS: AN INDEPENDENT TESTING AGENCY, ACCEPTABLE TOAUTHORITIES HAVING JURISDICTION, QUALIFIED ACCORDING TO ASTM C 1077 AND ASTM E329 TO CONDUCT THE TESTING INDICATED, AS DOCUMENTED ACCORDING TO ASTM E 548.D.SOURCE LIMITATIONS: OBTAIN EACH TYPE OR CLASS OF CEMENTITIOUS MATERIAL OF THESAME BRAND FROM THE SAME MANUFACTURER'S PLANT AND EACH AGGREGATE FROM ONESOURCE.E.ACI PUBLICATIONS: COMPLY WITH ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE, "UNLESS MODIFIED BY THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 9 3.03 INSTALLATION OF REBAR:A.LOCATE AND SUPPORT REINFORCEMENT BYMETAL CHAIRS, RUNNERS, BOLSTERS, SPACERS ANDHANGERS AS REQUIRED.B.ARRANGE, SPACE AND SECURELY TIE BARS ANDBAR SUPPORTS TOGETHER WITH THE SPECIFIED TIEWIRE IN THE ARRANGEMENTS AND LOCATIONS ASSHOWN ON THE DRAWINGS.C.SET WIRE TIES SO TWISTED ENDS ARE DIRECTEDAWAY FROM EXPOSED CONCRETE SURFACES.

C.WATER-REDUCING ADMIXTURE: ASTM C 494, TYPE A.D.WATER-REDUCING AND RETARDING ADMIXTURE: ASTM C 494, TYPE D.E.WATER-REDUCING AND ACCELERATING ADMIXTURE: ASTM C 494, TYPE E.F.HIGH-RANGE, WATER-REDUCING ADMIXTURE: ASTM C 494, TYPE F.2.05CURING MATERIALSA.ABSORPTIVE COVER: AASHTO M 182, CLASS 2, BURLAP CLOTH MADE FROM JUTE ORKENAF, WEIGHING APPROXIMATELY 9 OZ./SQ. YD. (305 G/SQ.M) DRY.B.MOISTURE-RETAINING COVER: ASTM C 171, POLYETHYLENE FILM OR WHITEBURLAP-POLYETHYLENE SHEET.C.WATER: POTABLE.D.CLEAR SOLVENT-BORNE OR WATER-BORNE LIQUID-MEMBRANE-FORMING CURINGCOMPOUND: ASTM C 309, TYPE 1, CLASS B.E.EVAPORATION CONTROL: MONOMOLECULAR FILM-FORMING COMPOUND APPLIED TOEXPOSED CONCRETE SLAB SURFACES FOR TEMPORARY PROTECTION FROM RAPIDMOISTURE LOSS.2.06RELATED MATERIALSD.EXPANSION AND ISOLATION JOINT FILLER STRIPS: ASTM D 1751, ASPHALT-SATURATEDCELLULOSIC FIBER, OR ASTM D 1752, CORK OR SELF-EXPANDING CORK.E.BONDING AGENT: ASTM C 1059, TYPE II, NON-REDISPERSIBLE, ACRYLIC EMULSION ORSTYRENE BUTADIENE.F.EPOXY BONDING ADHESIVE: ASTM C 881, TWO-COMPONENT EPOXY RESIN, CAPABLE OFHUMID CURING AND BONDING TO DAMP SURFACES, OF CLASS AND GRADE TO SUITREQUIREMENTS.2.07CONCRETE MIXESA.PREPARE DESIGN MIXES, PROPORTIONED ACCORDING TO ACI 211.1 AND ACI 301, FOREACH TYPE AND STRENGTH OF NORMAL-WEIGHT CONCRETE DETERMINED BY EITHERLABORATORY TRIAL MIXES OR FIELD EXPERIENCE.B.USE A QUALIFIED INDEPENDENT TESTING AGENCY FOR PREPARING AND REPORTINGPROPOSED MIX DESIGNS FOR THE TRIAL BATCH METHOD.1.DO NOT USE OWNER'S FIELD QUALITY-CONTROL TESTING AGENCY AS THE INDEPENDENT TESTING AGENCY.2.SLUMP LIMIT: 3 INCHES (75 MM)D.CEMENTITIOUS MATERIALS: LIMIT PERCENTAGE, BY WEIGHT, OF CEMENTITIOUSMATERIALS OTHER THAN PORTLAND CEMENT IN CONCRETE AS FOLLOWS:1.FLY ASH: 25 PERCENT MAXIMUME.ADD AIR-ENTRAINING ADMIXTURE OF MANUFACTURER'S PRESCRIBED RATE TO RESULT INCONCRETE AT A POINT OF PLACEMENT HAVING AN AIR CONTENT OF 2.5 TO 4.5 PERCENT.2.08CONCRETE MIXINGA.READY-MIXED CONCRETE: COMPLY WITH REQUIREMENTS AND WITH ASTM C 94.1.WHEN AIR TEMPERATURE IS BETWEEN 85 DEG. F. (30 DEG C) AND 90 DEG F (32 DEG C),REDUCE MIXING AND DELIVERY TIME FROM 1-1/2 HOURS TO 75 MINUTES; WHEN AIRTEMPERATURE IS ABOVE 90 DEG F (32 DEG C), REDUCE MIXING AND DELIVERY TIMETO 60 MINUTES.

D.PROVIDE SUFFICIENT NUMBERS OF SUPPORTS, AND OF STRENGTH TO CARRY THEREINFORCEMENT DURING POUR AND SET OPERATIONS.3.04 SPLICES:LAP SPLICES AS INDICATED ON THE DRAWINGS AND TIE SECURELY WITH THE SPECIFIED WIRE TOPREVENT DISPLACEMENT OF SPLICES DURING POUR AND SET OPERATIONS.END OF SECTION 032000

2.04ADMIXTURESA.GENERAL: ADMIXTURES CERTIFIED BYMANUFACTURER TO CONTAIN NOT MORETHAN 0.1 PERCENT WATER-SOLUBLECHLORIDE IONS BY MASS OF CEMENT ANDTO BE COMPATIBLE WITH OTHERADMIXTURES.B.AIR-ENTRAINING ADMIXTURE: ASTM C 260

2.09CONCRETE PAVING SEALERSA.SEALERS FORMULATEDSPECIFICALLY FOR THESPECIFIED TYPE OF CONCRETEAND FINISH.1.APPROVED PENETRATINGCONCRETE SEALER WITHNON-SLIP TEXTURE. 84 HSP-3
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LICENSEDLANDSCAPEARCHITECTSTATEOFCALIFORNIA12/08/2025RENEWAL DATE: 12-31-25SIGNATURE

3.05CAST-IN-PLACE CONCRETE FINISHINGA.ROUGH FORM FINISH: FOR FORMED CONCRETE SURFACES NOT EXPOSED-TO-VIEW IN THEFINISH WORK OR BY OTHER CONSTRUCTION, UNLESS OTHERWISE INDICATED. THIS IS THECONCRETE SURFACE HAVING TEXTURE IMPARTED BY FORM FACING MATERIAL USED, WITHTIE HOLES AND DEFECTIVE AREAS REPAIRED AND PATCHED AND FINS AND OTHERPROJECTIONS EXCEEDING ¼" IN HEIGHT RUBBED DOWN OR CHIPPED OFF.B.FOR FORMED CONCRETE SURFACES EXPOSED-TO-VIEW, OR THAT ARE TO BE COVEREDWITH A COATING MATERIAL APPLIED DIRECTLY TO CONCRETE, SUCH AS WATERPROOFING,DAMPROOFING, PAINTING OR OTHER SIMILAR SYSTEM. THIS IS AS-CAST CONCRETESURFACE OBTAINED WITH SELECTED FORM FACING MATERIAL, ARRANGED ORDERLY ANDSYMMETRICALLY WITH A MINIMUM OF SEAMS. REPAIR AND PATCH DEFECTIVE AREAS WITHFINS OR OTHER PROJECTIONS COMPLETELY REMOVED AND SMOOTHED.3.06BROOMED FINISHA.PLACE CONCRETE MIX AND SCREED TO PROPER GRADE, WOOD FLOAT TO A UNIFORMSURFACE IN THE NORMAL MANNER.B.PULL BROOM ACROSS FRESHLY FLOATED CONCRETE TO PRODUCE MEDIUM TEXTURE INSTRAIGHT LINES PERPENDICULAR TO MAIN LINE OF TRAFFIC. DO NOT DAMPEN BROOMS.C.PROTECT CONCRETE THROUGHOUT THE COURSE OF CONSTRUCTION3.07CONCRETE PROTECTION AND CURINGA.GENERAL: PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING ANDEXCESSIVE COLD OR HOT TEMPERATURES. COMPLY WITH ACI 306.1 FOR COLD-WEATHERPROTECTION AND FOLLOW RECOMMENDATIONS IN ACI 305R FOR HOT-WEATHERPROTECTION DURING CURING.B.EVAPORATION RETARDER: APPLY EVAPORATION RETARDER TO CONCRETE SURFACES IFHOT, DRY, OR WINDY CONDITIONS CAUSE MOISTURE LOSS APPROACHING 0.2 LB./SQ. FT. X H(1 KG/SQ. M X H) BEFORE AND DURING FINISHING OPERATIONS. APPLY ACCORDING TOMANUFACTURER'S WRITTEN INSTRUCTIONS AFTER PLACING, SCREEDING, AND BULLFLOATING OR DARBYING CONCRETE, BUT BEFORE FLOAT FINISHING.C.BEGIN CURING AFTER FINISHING CONCRETE, BUT NOT BEFORE FREE WATER HASDISAPPEARED FROM CONCRETE SURFACE.D.CURING METHODS: CURE CONCRETE BY MOISTURE CURING, MOISTURE-RETAINING-COVERCURING, CURING COMPOUND, OR A COMBINATION OF THESE AS FOLLOWS:1.MOISTURE CURING: KEEP SURFACES CONTINUOUSLY MOIST FOR NOT LESS THANSEVEN DAYS WITH THE FOLLOWING MATERIALS:a.WATERb.CONTINUOUS WATER-FOG SPRAY.c.ABSORPTIVE COVER, WATER SATURATED, AND KEPT CONTINUOUSLY WET. COVERCONCRETE SURFACES AND EDGES WITH 12-INCH (300-MM) LAP OVER ADJACENTABSORPTIVE COVERS.2.MOISTURE-RETAINING-COVER CURING: COVER CONCRETE SURFACES WITHMOISTURE-RETAINING COVER FOR CURING CONCRETE, PLACED IN WIDESTPRACTICABLE WIDTH, WITH SIDES AND ENDS LAPPED AT LEAST 12 INCHES (300 MM), ANDSEALED BY WATERPROOF TAPE OR ADHESIVE. IMMEDIATELY REPAIR ANY HOLES ORTEARS DURING CURING PERIOD USING COVER MATERIAL AND WATERPROOF TAPE.3.CURING COMPOUND: APPLY UNIFORMLY IN CONTINUOUS OPERATION BY POWER SPRAYOR ROLLER ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. RECOATAREAS SUBJECTED TO HEAVY RAINFALL WITHIN THREE HOURS AFTER INITIALAPPLICATION. MAINTAIN CONTINUITY OF COATING AND REPAIR DAMAGE DURINGCURING PERIOD.3.08CONCRETE SEALERA.APPLY SPECIFIED SEALER PER MANUFACTURER'S RECOMMENDED INSTALLATIONINSTRUCTIONS.B.POLISH THE SEALED SURFACE WITH A FINE BRUSH, REMOVING RESIDUAL DUST FROM THESURFACE AND PROTECT CONCRETE THROUGHOUT THE COURSE OF CONSTRUCTION.3.09PAVEMENT TOLERANCESA.COMPLY WITH TOLERANCES OF ACI 117 AND AS FOLLOWS:

1.ELEVATION: 1/4 INCH (6MM).2.THICKNESS: PLUS 3/8 INCH (9 MM), MINUS 1/4 INCH (6 MM).3.SURFACE: GAP BELOW 10-FOOT- (3-M-) LONG, UNLEVELED STRAIGHTEDGE NOT TOEXCEED 1/4 INCH (6 MM).4.LATERAL ALIGNMENT AND SPACING OF TIE BARS AND DOWELS: 1 INCH (25 MM).5.VERTICAL ALIGNMENT OF TIE BARS AND DOWELS: 1/4 INCH (6 MM).6.ALIGNMENT OF TIE BAR END RELATIVE TO LINE PERPENDICULAR TO PAVEMENT EDGE:1/2 INCH (13 MM).7.ALIGNMENT OF DOWEL-BAR END RELATIVE TO LINE PERPENDICULAR TO PAVEMENTEDGE: LENGTH OF DOWEL 1/4 INCH PER 12 INCHES (6 MM PER 300 MM).8.JOINT SPACING: 3 INCHES (75 MM).9.CONTRACTION JOINT DEPTH: PLUS 1/4 INCH (6 MM), NO MINUS10.JOINT WIDTH: PLUS1/8 INCH (3 MM), NO MINUS.3.10FIELD QUALITY CONTROLA.TESTING AGENCY: ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTION AGENCYTO SAMPLE MATERIALS, PERFORM TESTS, AND SUBMIT TEST REPORTS DURING CONCRETEPLACEMENT ACCORDING TO REQUIREMENTS SPECIFIED IN THIS ARTICLEB.TESTING SERVICES: TESTING SHALL BE PERFORMED ACCORDING TO THE FOLLOWINGREQUIREMENTS:1.SAMPLING FRESH CONCRETE: REPRESENTATIVE SAMPLES OF FRESH CONCRETE SHALLBE OBTAINED ACCORDING TO ASTM C 172, EXCEPT MODIFIED FOR SLUMP TO COMPLYWITH ASTM C 94.2.SLUMP: ASTM C 143; ONE TEST AT POINT OF PLACEMENT FOR EACHCOMPRESSIVE-STRENGTH TEST, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUROF EACH TYPE OF CONCRETE. ADDITIONAL TESTS WILL BE REQUIRED WHEN CONCRETECONSISTENCY CHANGES.3.AIR CONTENT: ASTM C 231, PRESSURE METHOD; ONE TEST FOR EACHCOMPREHENSIVE-STRENGTH TEST, BUT NOT LESS THAN ONE TEST FOR EACH DAY'SPOUR OF EACH TYPE OF CONCRETE. ADDITIONAL TESTS WILL BE REQUIRED WHENCONCRETE CONSISTENCY CHANGES.4.CONCRETE TEMPERATURE: ASTM C 1064; ONE TEST HOURLY WHEN AIR TEMPERATUREIF 40 DEG F (4.4 DEG C) AND BELOW AND WHEN 80 DEG F (27 DEG C) AND ABOVE, ANDONE TEST FOR EACH SET OF COMPRESSIVE-STRENGTH SPECIMENS.5.COMPRESSION TEST SPECIMENS: ASTM C 31/C31M; ONE SET OF FOUR STANDARDCYLINDERS FOR EACH COMPRESSIVE-STRENGTH TEST, UNLESS OTHERWISE INDICATED.CYLINDERS SHALL BE MOLDED AND STORED FOR LABORATORY-CURED TESTSPECIMENS UNLESS FIELD-CURED TEST SPECIMENS ARE REQUIRED.6.COMPRESSIVE-STRENGTH TESTS: ASTM C 39; ONE SET FOR EACH DAY'S POUR OF EACHCONCRETE CLASS EXCEEDING 5 CU. YD.7.WHEN FREQUENCY OF TESTING WILL PROVIDE FEWER THAN FIVECOMPRESSIVE-STRENGTH TESTS FOR A GIVEN CLASS OF CONCRETE, TESTING SHALLBE CONDUCTED FROM AT LEAST FIVE RANDOMLY SELECTED BATCHES OR FROM EACHBATCH IF FEWER THAN FIVE ARE USED.8.WHEN TOTAL QUANTITY OF A GIVEN CLASS OF CONCRETE IS LESS THAN 50 CU. YD. (38CU. M), ARCHITECT MAY WAIVE COMPRESSIVE-STRENGTH TESTING IF ADEQUATEEVIDENCE OF SATISFACTORY STRENGTH IS PROVIDED.9.WHEN STRENGTH OF FIELD-CURED CYLINDERS IS LESS THAN 85 PERCENT OFCOMPANION LABORATORY-CURED CYLINDERS, CURRENT OPERATIONS SHALL BEEVALUATED AND CORRECTIVE PROCEDURES SHALL BE PROVIDED FOR PROTECTINGAND CURING IN-PLACE CONCRETE.10.STRENGTH LEVEL OF CONCRETE WILL BE CONSIDERED SATISFACTORY IF AVERAGES OFSETS OF THREE CONSECUTIVE COMPRESSIVE-STRENGTH TEST RESULTS FALLS BELOWSPECIFIED COMPRESSIVE STRENGTH BY MORE THAN 500 PSI (3.4 MPA).

PART 3 - EXECUTION3.01PREPARATIONA.PROOF-ROLL PREPARED SUBBASE SURFACE TO CHECK FOR UNSTABLE AREAS AND VERIFYNEED FOR ADDITIONAL COMPACTION. PROCEED WITH PAVEMENT ONLY AFTERNONCONFORMING CONDITIONS HAVE BEEN CORRECTED AND SUBGRADE IS READY TORECEIVE PAVEMENT.B.REMOVE LOOSE MATERIAL FROM COMPACTED SUBBASE SURFACE IMMEDIATELY BEFOREPLACING CONCRETE.3.02EDGE FORMS AND SCREED CONSTRUCTIONA.SET, BRACE, AND SECURE EDGE FORMS, BULKHEADS, AND INTERMEDIATE SCREED GUIDESFOR PAVEMENT TO REQUIRED LINES, GRADES, AND ELEVATIONS. INSTALL FORMS TOALLOW CONTINUOUS PROGRESS OF WORK AND SO FORMS CAN REMAIN IN PLACE AT LEAST24 HOURS AFTER CONCRETE PLACEMENT.B.CLEAN FORMS AFTER EACH USE AND COAT WITH FORM RELEASE AGENT TO ENSURESEPARATION FROM CONCRETE WITHOUT DAMAGE.C.INSTALL FABRICATED BAR MATS IN LENGTHS AS LONG AS PRACTICABLE. HANDLE UNITS TOKEEP THEM FLAT AND FREE OF DISTORTIONS. STRAIGHTEN BENDS, KINKS, AND OTHERIRREGULARITIES, OR REPLACE UNITS AS REQUIRED BEFORE PLACEMENT. SET MATS FOR AMINIMUM 2-INCH (50 MM) OVERLAP TO ADJACENT MATS.3.03JOINTSA.GENERAL: FORM CONSTRUCTION, EXPANSION, SCORE JOINTS, AND TOOL EDGINGS TRUETO LINE WITH FACES PERPENDICULAR TO SURFACE PLANE OF CONCRETE. CONSTRUCTTRANSVERSE JOINTS AT RIGHT ANGLES TO CENTERLINE, UNLESS OTHERWISE INDICATED.1.WHEN JOINING EXISTING PAVEMENT, PLACE TRANSVERSE JOINTS TO ALIGN WITHPREVIOUSLY PLACED JOINTS, UNLESS OTHERWISE INDICATED.B.CONSTRUCTION JOINTS: SET CONSTRUCTION JOINTS AT SIDE AND END TERMINATIONS OFPAVEMENT AND AT LOCATIONS WHERE PAVEMENT OPERATIONS ARE STOPPED FOR MORETHAN ONE-HALF HOUR, UNLESS PAVEMENT TERMINATES AT ISOLATION JOINTS.1.CONTINUE REINFORCEMENT ACROSS CONSTRUCTION JOINTS, UNLESS OTHERWISEINDICATED. DO NOT CONTINUE REINFORCEMENT THROUGH SIDES OF PAVEMENTSTRIPS, UNLESS OTHERWISE INDICATED.2.PROVIDE TIE BARS AT SIDES OF PAVEMENT STRIPS WHERE INDICATED.3.USE A BONDING AGENT AT LOCATIONS WHERE FRESH CONCRETE IS PLACED AGAINSTHARDENED OR PARTIALLY HARDENED CONCRETE SURFACES.C.EXPANSION JOINTS: FORM EXPANSION JOINTS OF PREFORMED JOINT-FILLER STRIPSABUTTING CONCRETE CURBS, CATCH BASINS, MANHOLES, INLETS, WALLS AND OTHERSTRUCTURES, WALKS, OTHER FIXED OBJECTS, AND WHERE INDICATED.1.LOCATE EXPANSION JOINTS AT INTERVALS OF 25' MAXIMUM FEET, UNLESS OTHERWISEINDICATED.2.EXTEND JOINT FILLERS FULL WIDTH AND DEPTH OF JOINT.3.TERMINATE JOINT FILLER LESS THAN 1/2 INCH (12 MM) OR MORE THAN 1 INCH (25 MM)BELOW FINISHED SURFACE IF JOINT SEALANT IS INDICATED.4.PLACE TOP OF JOINT FILLER FLUSH WITH FINISHED CONCRETE SURFACE IF JOINTSEALANT IS NOT INDICATED.5.FURNISH JOINT FILLERS IN ONE-PIECE LENGTHS. WHERE MORE THAN ONE LENGTH ISREQUIRED, LACE OR CLIP JOINT-FILLER SECTIONS TOGETHER.6.PROTECT TOP EDGE OF JOINT FILLER DURING CONCRETE PLACEMENT WITH METAL,PLASTIC, OR OTHER TEMPORARY PREFORMED CAP. REMOVE PROTECTIVE CAP AFTERCONCRETE HAS BEEN PLACED ON BOTH SIDES OF JOINT. 10 E.EDGING: TOOL EDGES OF PAVEMENT, GUTTERS, CURBS, AND JOINTS IN CONCRETE AFTERINITIAL FLOATING WITH AN EDGING TOOL TO THE FOLLOWING RADIUS. REPEAT TOOLING OFEDGES AFTER APPLYING SURFACE FINISHES. ELIMINATE TOOL MARKS ON CONCRETESURFACES.1.RADIUS: AS INDICATED ON DETAILS ON THE DRAWINGS

3.04CONCRETE PLACEMENTA.INSPECTION: BEFORE PLACING CONCRETE, INSPECT AND COMPLETE FORMWORKINSTALLATION, REINFORCEMENT STEEL, AND ITEMS TO BE EMBEDDED OR CAST IN. NOTIFYOTHER TRADES TO PERMIT INSTALLATION OF THEIR WORK.B.MOISTEN SUBBASE TO PROVIDE A UNIFORM DAMPENED CONDITION AT THE TIME CONCRETEIS PLACED. DO NOT PLACE CONCRETE AROUND MANHOLES OR OTHER STRUCTURES UNTILTHEY ARE AT THE REQUIRED FINISH ELEVATION AND ALIGNMENT.C.COMPLY WITH REQUIREMENTS AND WITH RECOMMENDATIONS IN ACI 304R FOR MEASURING,MIXING, TRANSPORTING, AND PLACING CONCRETE.D.DEPOSIT AND SPREAD CONCRETE IN A CONTINUOUS OPERATION BETWEEN TRANSVERSEJOINTS. DO NOT PUSH OR DRAG CONCRETE INTO PLACE OR USE VIBRATORS TO MOVECONCRETE INTO PLACE.

E.CONSOLIDATE CONCRETE BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BYHAND-SPADING, RODDING, OR TAMPING. USE EQUIPMENT AND PROCEDURES TOCONSOLIDATE CONCRETE ACCORDING TO RECOMMENDATIONS IN ACI 309R.1.CONSOLIDATE CONCRETE ALONG FACE OF FORMS AND ADJACENT TO TRANSVERSEJOINTS WITH AN INTERNAL VIBRATOR. KEEP VIBRATOR AWAY FROM JOINT ASSEMBLIES,REINFORCEMENT, OR SIDE FORMS. USE ONLY SQUARE-FACED SHOVELS FORHAND-SPREADING AND CONSOLIDATION. CONSOLIDATE WITH CARE TO PREVENTDISLOCATING REINFORCEMENT, DOWELS, AND JOINT DEVICES.F.SCREED PAVEMENT SURFACES WITH A STRAIGHTEDGE AND STRIKE OFF. COMMENCE INITIALFLOATING USING BULL FLOATS OR DARBIES TO FORM AN OPEN TEXTURED AND UNIFORMSURFACE PLANE BEFORE EXCESS MOISTURE OR BLEED WATER APPEARS ON THE SURFACE.DO NOT FURTHER DISTURB CONCRETE SURFACES BEFORE BEGINNING FINISHINGOPERATIONS OR SPREADING DRY-SHAKE SURFACE TREATMENTS.G.CURBS AND GUTTERS: WHEN AUTOMATIC MACHINE PLACEMENT IS USED FOR CURB ANDGUTTER PLACEMENT, SUBMIT REVISED MIX DESIGN AND LABORATORY TEST RESULTS THATMEET OR EXCEED REQUIREMENTS. PRODUCE CURBS AND GUTTERS TO REQUIRED CROSSSECTION, LINES, GRADES, FINISH, AND JOINTING AS SPECIFIED FOR FORMED CONCRETE. IFRESULTS ARE NOT APPROVED, REMOVE AND REPLACE WITH FORMED CONCRETE.H.WHEN ADJOINING PAVEMENT LANES ARE PLACED IN SEPARATE POURS, DO NOT OPERATEEQUIPMENT ON CONCRETE UNTIL PAVEMENT HAS ATTAINED 85 PERCENT OF ITS 28-DAYCOMPRESSIVE STRENGTH.I.COLD-WEATHER PLACEMENT: COMPLY WITH ACI 306.1 AND AS FOLLOWS. PROTECTCONCRETE WORK FROM PHYSICAL DAMAGE OR REDUCED STRENGTH THAT COULD BECAUSED BY FROST, FREEZING ACTIONS, OR LOW TEMPERATURES.1.WHEN AIR TEMPERATURE HAS FALLEN TO OR IS EXPECTED TO FALL BELOW 40 DEG F(4.4 DEG C), UNIFORMLY HEAT WATER AND AGGREGATE BEFORE MIXING TO OBTAIN ACONCRETE MIXTURE TEMPERATURE OF NOT LESS THAN 50 DEG F (10 DEG C) AND NOTMORE THAN 80 DEG F (27 DEG C) AT POINT OF PLACEMENT.2.DO NOT USE FROZEN MATERIALS OR MATERIALS CONTAINING ICE OR SNOW.3.DO NOT USE FROZEN MATERIALS OR MATERIALS CONTAINING ANTIFREEZE AGENTS ORCHEMICAL ACCELERATORS, UNLESS OTHERWISE SPECIFIED AND APPROVED IN MIXDESIGNS.J.HOT-WEATHER PLACEMENT: PLACE AND MIX CONCRETE ACCORDING TORECOMMENDATIONS IN ACI 305R WHEN HOT-WEATHER CONDITIONS EXIST.1.COOL INGREDIENTS BEFORE MIXING TO MAINTAIN CONCRETE TEMPERATURE AT TIMEOF PLACEMENT BELOW 90 DEG F (32 DEG C). CHILLED MIXING WATER OR CHOPPED ICEUSED TO CONTROL TEMPERATURE MUST NOT EXCEED THE SPECIFIED WATER RATIO INTHE CONCRETE MIX.2.COVER REINFORCEMENT STEEL WITH WATER-SOAKED BURLAP SO STEELTEMPERATURE WILL NOT EXCEED AMBIENT AIR TEMPERATURE IMMEDIATELY BEFOREEMBEDDING IN CONCRETE.K.FOG-SPRAY FORMS, REINFORCEMENT STEEL, AND SUBGRADE JUST BEFORE PLACINGCONCRETE. KEEP SUBGRADE MOISTURE UNIFORM WITHOUT STANDING WATER, SOFTSPOTS, OR DRY AREAS.

D.CONTROL/SCORE JOINTS: CONSTRUCT CONTROLJOINTS, SECTIONING CONCRETE INTO AREAS ASINDICATED PER DETAILS ON DRAWINGS. CONSTRUCTWEAKENED-PLANE CONTRACTION JOINTS WHEREINDICATED FOR A DEPTH EQUAL TO AT LEASTONE-FOURTH OF THE CONCRETE THICKNESS.1.TOOLED / GROOVED JOINTS: FORM TOOLED JOINTSAFTER INITIAL FLOATING BY GROOVING AND FINISHINGEACH EDGE OF JOINT WITH GROOVED TOOL TO THEDEPTH AND RADIUS SHOWN ON THE DETAILS ON THEDRAWINGS. REPEAT GROOVING OF CONTRACTION JOINTSAFTER APPLYING SURFACE FINISHES. ELIMINATEGROOVED MARKS ON CONCRETE SURFACES. 85 HSP-4
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LICENSEDLANDSCAPEARCHITECTSTATEOFCALIFORNIA12/08/2025RENEWAL DATE: 12-31-25SIGNATURE PART 2 – PRODUCTS2.01 STABILIZED DECOMPOSED GRANITEA. DECOMPOSED GRANITE SHALL BE BLENDED MATERIAL CONSISTING OF NATURAL COLORSRANGING FROM TAN TO GOLD. MATERIAL SIZE SHALL NOT EXCEED 3/8”.B. DECOMPOSED GRANITE SHALL BE COMPACTED TO A MINIMUM THICKNESS OF 4 INCHESAND SHALL BE COMPACTED TO 85%.C. DECOMPOSED GRANITE PATHWAYS AND TRAILS SHALL BE SUBJECT TO ADA GUIDELINESUNLESS OTHERWISE SPECIFIED AND APPROVED IN WRITING BY THE DISTRICT.D. DECOMPOSED GRANITE SHALL BE INSTALLED FLUSH WITH ALL WALKWAYS AND CURBS.E. ALL DECOMPOSED GRANITE PATHWAYS AND TRAILS SHALL HAVE A CROSS FALL OF 2%MAX. ALL DECOMPOSED GRANITE PATHWAYS SHALL BE CROWNED IN THE CENTER.F.ALL DECOMPOSED GRANITE MUST SHEET FLOW AT 1-1/2% MINIMUM TO 2% MAXIMUM TOAVOID STANDING WATER.G.CONTRACTOR SHALL SUBMIT SAMPLES FOR DISTRICT APPROVAL PRIOR TO DELIVERY.H.DECOMPOSED GRANITE SHALL BE DERIVED FROM THE CRUSHING AND SCREENING OFNATURALLY FRIABLE GRANITE. THE BLENDING OF COURSE SAND WITH ROCK DUST IS NOTAN EQUAL PRODUCT.I.DECOMPOSED GRANITE SHALL BE SCREENED TO INCLUDE STONE PARTICLES OF 3/8"MINUS. THE PARTICLES THAT PASS THE 200 SCREEN MESH AS DETERMINED BY ASTMMETHODOLOGY SHALL NOT EXCEED 18 PERCENT.J.DECOMPOSED GRANITE SHALL HAVE A NATRACIL™ ORGANIC BINDER WITH A MINIMUMSWELL VOLUME OF 35 ML/GM. THE BINDER SHALL BE INCORPORATED WITH THE GRANITEFINES BY THE USE OF A PUG MILL THAT INCLUDES A WEIGHT BELT FEEDER THAT INSURESTHE PROPER RATIO OF BINDER TO GRANITE FINES. BLENDING WITH THE USE OF A BUCKETLOADER OR SIMILAR IS NOT ACCEPTABLE. FOR PATHWAYS THE BINDER SHALL BE BLENDEDAT THE RATE OF 12 LBS. PER TON OF GRANITE FINES. FOR PARKING LOTS OR ROADWAYSTHE BINDER SHALL BE INCORPORATED AT THE RATE OF 14 LBS. PER TON. PATHWAYS,DRIVEWAYS OR VEHICULAR ROADWAYS SHALL HAVE STABILIZED DECOMPOSED GRANITEAND BE PLACED TO A MINIMUM DEPTH OF 3" COMPACTED OVER AN APPROVED BASE. EACH2" LIFT EVENLY SPREAD THE MATERIAL OVER AREA OF CONCERN. GRADE AND SMOOTH ASDESIRED. THOROUGHLY WATER ENTIRE AREA SO THAT THE ENTIRE DEPTH OF THEMATERIAL IS MOIST. AFTER A PERIOD OF +/- 6 HOURS COMPACT THE FINAL LIFT WITH A1000-3000 LB. DRUM ROLLER. ALLOW FOR A SUFFICIENT CURING PERIOD OF +/- 4 DAYSPRIOR TO USE.K.SUPPLIER: GAIL MATERIALS (951) 667-6106, WWW.GAILMATERIALS.NET OR APPROVEDEQUAL.PART 3 – EXECUTION3.01 EXAMINATIONA.EXAMINE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BEPERFORMED. NOTIFY LANDSCAPE ARCHITECT OF UNSATISFACTORY PREPARATIONBEFORE PROCEEDING.B.CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF WORK.C.DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED.D.LAY OUT WORK PRIOR TO THE COMMENCEMENT OF INSTALLATION.3.02 PREPARATIONA.EXCAVATION: EXCAVATE TO DEPTH REQUIRED SO EDGES OF DECOMPOSED GRANITESURFACING WILL MATCH ADJACENT GRADES AND HAVE A MAXIMUM CROSS-SLOPE OF 2PERCENT. ENSURE EDGES AND BOTTOM OF EXCAVATION ARE IN A SMOOTH AND EVENLINE.B.SUBGRADE PREPARATION: PLOW, HARROW AND MIX THE ENTIRE SURFACE OF THEIN-PLACE SUBGRADE TO A DEPTH OF AT LEAST 6-INCHES. AFTER THE MATERIAL HAS BEENTHOROUGHLY MIXED, THE SUBGRADE SHALL BE BROUGHT TO LINE AND GRADE ANDCOMPACTED TO 95% OF THE MAXIMUM LABORATORY DRY DENSITY AS DETERMINED BYTHE STANDARD PROCTOR TEST.C.HERBICIDE: APPLY HERBICIDE PER MANUFACTURER’S WRITTEN INSTRUCTIONS. LIMIT THEAPPLICATION TO THE AREA TO RECEIVE DECOMPOSED GRANITE SURFACING.3.03 INSTALLATIONA.EDGING: INSTALL EDGING AS SHOWN ON PLANS AND DETAILS.

1.PREPARATION INSTRUCTIONS AND RECOMMENDATIONS.2.INSTALLATION METHODS AND APPLICATION PROCEDURES.D.SAMPLES FOR VERIFICATION:1. SUBMIT SAMPLES OF EACH OF THE FOLLOWING:a. THREE POUND SAMPLE OF EACH TYPE AND COLOR OF DECOMPOSED GRANITESURFACING MATERIAL.E.CERTIFICATION:1.MANUFACTURER AND INSTALLER QUALIFICATIONS.1.04 QUALITY ASSURANCEA.COMPLY WITH SECTION 01 40 00 QUALITY REQUIREMENTS.B.MANUFACTURER: COMPANY SPECIALIZING IN MANUFACTURING WORK OF THIS SECTION WITHMINIMUM 5 YEARS DOCUMENTED EXPERIENCE.C.SINGLE SOURCE RESPONSIBILITY: OBTAIN EACH TYPE OF DECOMPOSED GRANITESURFACING FROM SINGLE MANUFACTURER.D.MOCK UP: PROVIDE A MOCK-UP FOR EVALUATION OF SURFACE PREPARATION, INSTALLATIONTECHNIQUES AND QUALITY OF APPLICATION.1. INSTALL A 4-FEET X 4-FEET MINIMUM OF DECOMPOSED GRANITE SURFACING,INCLUDING SUBBASE COURSE AND EDGING, AT LOCATION APPROVED BYLANDSCAPE ARCHITECT.2. DO NOT PROCEED WITH REMAINING WORK UNTIL INSTALLATION OFDECOMPOSED GRANITE SURFACING IS APPROVED BY LANDSCAPE ARCHITECT.3. APPROVED MOCK-UP MAY REMAIN AS PART OF COMPLETED WORK.1.05 DELIVERY, STORAGE, AND HANDLINGA.COMPLY WITH SECTION 01 60 00 PRODUCT REQUIREMENTSB.BAGGED MATERIALS: ACCEPT DELIVERY OF MATERIALS ONLY IN UNOPENED ANDUNDAMAGED CONTAINERS BEARING THE BRAND NAME AND MANUFACTURER’SIDENTIFICATION.C.BULK MATERIALS: EACH LOAD OF DECOMPOSED GRANITE SURFACING MATERIAL ARRIVINGAT THE JOB SITE IN BULK SHALL BE ACCOMPANIED BY A DELIVERY TICKET CONTAINING THEFOLLOWING MINIMUM INFORMATION:D.PROTECT DECOMPOSED GRANITE SURFACE SURFACING MATERIALS FROM CONTAMINATIONUNTIL READY FOR INSTALLATION.E.STORE UNDER COVER.1.06 PROJECT CONDITIONSA.SURFACES TO RECEIVE DECOMPOSED GRANITE SURFACING SHALL BE FROST FREE ANDFREE OF OIL OR ANY OTHER FOREIGN MATTER, WHICH MAY IMPAIR THE PROPERINSTALLATION OF THE SURFACING SYSTEM.B.DO NOT INSTALL DECOMPOSED GRANITE SURFACING WHEN SUBBASE COURSE IS MUDDY ORSATURATED WITH STANDING WATER.C.PERFORM WORK IN DRY WEATHER WHEN SUBGRADE IS SUFFICIENTLY STABLE TO BEPROPERLY COMPACTED.

B.SUBGRADE: PROOF-ROLL THE SUBGRADE WITH HEAVY PNEUMATIC-TIRED EQUIPMENT TOLOCATE UNSTABLE AREAS AND TO IDENTIFY SOFT POCKETS AND AREAS OF EXCESSYIELDING. DO NOT PROOF-ROLL WET OR SATURATED SUBGRADES.1.EXCAVATE SOFT SPOTS, UNSATISFACTORY SOILS, AND AREAS OF EXCESSIVEPUMPING OR RUTTING, AS DETERMINED BY LANDSCAPE ARCHITECT, AND REPLACEWITH COMPACTED BACKFILL OR FILL AS DIRECTED.2.THE SURFACE OF THE COMPLETED SUBGRADE SHALL BE BLADED TO A SMOOTH ANDUNIFORM TEXTURE.3.THE FINISHED SUBGRADE SHALL BE UNIFORM AND FREE FROM DELETERIOUS DEBRISSUCH AS ORGANIC MATERIALS, NAILS, STONES AND LOOSE SOIL.C.COMPACTION: COMPACT EACH LIFT OF THE SUBGRADE, AND FINAL FINISH DECOMPOSEDGRANITE SURFACING MATERIALS WITH A ONE TO THREE-TON ROLLER OR COMPACTOR. INSMALL AREAS THAT ARE DIFFICULT TO ACCESS WITH COMPACTION EQUIPMENT, HANDTAMPING MAY BE PERFORMED WITH MULTIPLE PASSES TO ACHIEVE THE REQUIREDDENSITY.1.LIGHTLY SPRAY SURFACE AREA FOLLOWING COMPACTION. DO NOT DISTURBAGGREGATE SURFACE WITH SPRAY ACTION.3.04 INSTALLATION OF DECOMPOSED GRANITE SURFACINGA.SPREAD DECOMPOSED GRANITE SURFACING MATERIAL IN 2-INCH LIFTS. SPREAD THEPATHWAY MIX EVENLY AND SMOOTHLY BEFORE COMPACTING. ALLOW FOR 20-25%COMPACTION. SCREED IF POSSIBLE.B.WET THE MIX TO ENSURE WATER HAS PENETRATED THE FULL DEPTH OF THEDECOMPOSED GRANITE SURFACING MATERIAL, AND ROLL EACH LIFT TO FORM A UNIFORM,SMOOTH SURFACE WITH A CROSS SLOPE OF 2% MAXIMUM. COMPACT EACH LIFT TO AMINIMUM 95% DENSITY.C.GRADE AND SMOOTH TO THE REQUIRED ELEVATION; COMPACT FINAL LIFT WITH 1-3 TONDRUM ROLLER OR COMPACTOR.D.MINIMUM COMPACTED THICKNESS: 4"E.SURFACE SHALL FOLLOW GRADES PER PLANS. REMOVE CROWN, ALLOW 1-2% CROSSPITCH.F.COMPLETED SURFACE SHALL BE OF CONSISTENT QUALITY AND SHALL NOT HAVEDEPRESSIONS OR HUMPS GREATER THAN 1/4-INCH IN 10-FEET.3.05 INSTALLATION TOLERANCESA.DECOMPOSED GRANITE SURFACING THICKNESS: ALLOW FOR 20-25% COMPACTION.1.SUBBASE COURSE: PLUS OR MINUS 1/2-INCH.2.SURFACE COURSE: PLUS 1/4-INCH, NO MINUS.B.DECOMPOSED GRANITE SURFACING SMOOTHNESS: PRODUCE A SURFACE SMOOTHNESSWITHIN 1/4-INCH TOLERANCE WHEN MEASURED WITH A 10-FOOT STRAIGHTEDGE.3.06 CLEAN-UP AND PROTECTIONA.THOROUGHLY CLEAN ALL AREAS WHERE WORK HAS OCCURRED. REMOVE FROM SITEEXCESS MATERIAL, DEBRIS AND RUBBISH.B.TAKE ALL PRECAUTIONS NECESSARY TO PROTECT COMPLETED WORK UNTIL SUBSTANTIALCOMPLETION OF PROJECT.END OF SECTION 321540 11 C.TEST RESULTS SHALL BE REPORTED IN WRITING TO LANDSCAPE ARCHITECT, CONCRETEMANUFACTURER, AND CONTRACTOR WITHIN 24 HOURS OF TESTING. REPORTS OFCOMPRESSIVE-STRENGTH TESTS SHALL CONTAIN PROJECT IDENTIFICATION NAME ANDNUMBER, DATE OF CONCRETE PLACEMENT, NAME OF CONCRETE TESTING AGENCY,CONCRETE TYPE AND CLASS, LOCATION OF CONCRETE BATCH IN PAVEMENT, DESIGNCOMPRESSIVE STRENGTH AT 28 DAYS, CONCRETE MIX PROPORTIONS AND MATERIALS,COMPRESSIVE BACKING STRENGTH, AND TYPE OF BREAK FOR BOTH 7- AND 28-DAY TESTS.D.NONDESTRUCTIVE TESTING: IMPACT HAMMER, SONOSCOPE, OR OTHER NONDESTRUCTIVEDEVICE MAY BE PERMITTED BY LANDSCAPE ARCHITECT BUT WILL NOT BE USED AS THESOLE BASIS FOR APPROVAL OR REJECTION.E.ADDITIONAL TESTS: TESTING AGENCY SHALL MAKE ADDITIONAL TESTS OF THE CONCRETEWHEN TEST RESULTS INDICATE SLUMP, AIR ENTRAINMENT, CONCRETE STRENGTHS, OROTHER REQUIREMENTS HAVE NOT BEEN MET, AS DIRECTED BY LANDSCAPE ARCHITECT.TESTING AGENCY MAY CONDUCT TEST TO DETERMINE ADEQUACY OF CONCRETE BY COREDCYLINDERS COMPLYING WITH ASTM C 42, OR BY OTHER METHODS AS DIRECTED.3.11REPAIRS AND PROTECTIONA.REMOVE AND REPLACE CONCRETE PAVING THAT IS BROKEN, DAMAGED, OR DEFECTIVE, ORDOES NOT MEET THE REQUIREMENTS OF THIS SECTION.B.PROTECT CONCRETE FROM DAMAGE. EXCLUDE TRAFFIC FROM PAVING FOR AT LEAST 14DAYS AFTER PLACEMENT. WHEN CONSTRUCTION TRAFFIC IS PERMITTED, MAINTAIN PAVINGAS CLEAN AS POSSIBLE BY REMOVING SURFACE STAINS AND SPILLAGE OF MATERIALS ASTHEY OCCUR.C.MAINTAIN CONCRETE PAVING FREE OF STAINS, DISCOLORATION, DIRT, AND OTHER FOREIGNMATERIAL. SWEEP CONCRETE PAVING NOT MORE THAN 2 DAYS PRIOR TO DATE SCHEDULEDFOR SUBSTANTIAL COMPLETION INSPECTIONS.

END OF SECTION 320523
SECTION 321540DECOMPOSED GRANITE SURFACING
PART 1 - GENERAL1.01 SUMMARYA.SECTION INCLUDES:1.NATURALLY OCCURRING DECOMPOSED GRANITE AND CRUSHED STONESURFACING AS SHOWN ON DRAWINGS AND SPECIFIED HEREIN. INCLUDESUB-GRADE, EDGING AND RELATED ACCESSORIES.1.02 REFERENCES AND STANDARDS:A.ASTM C136 – STANDARD TEST METHOD FOR SIEVE ANALYSIS OF FINE AND COARSEAGGREGATES.B.ASTM D448 – STANDARD CLASSIFICATION FOR SIZES OF AGGREGATE FOR ROAD ANDBRIDGE CONSTRUCTION. ASTM: AMERICAN STANDARD FOR TESTING MATERIALS1.03 SUBMITTALSA.COMPLY WITH SECTION 01 33 00 SUBMITTAL PROCEDURES.B.SHOP DRAWINGS: SUBMIT PLAN LAYOUT OF ALL DECOMPOSED GRANITE SURFACINGAREAS AND DETAIL DRAWINGS SHOWING THE VARIOUS COMPONENTS OF THE SURFACINGSYSTEM, INCLUDING SUB-BASE AND EDGING.C.PRODUCT DATA: MANUFACTURER’S LITERATURE COMPLETELY DESCRIBING ALLCOMPONENTS OF THE DECOMPOSED GRANITE SURFACING SYSTEM, INCLUDING:
86 LIMIT OF WORKLIMIT OF WORK

LIMIT OF WORK

LARGE DOG PARK AREA

SMALL DOG PARK AREA
05'10'20'30'40'
LP-1
DIAL TOLL FREE1-800-422-4133AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

FOR APPROVAL
NORTHNOT TO SCALEKEY MAP462 STEVENS AVENUE, SUITE 107SOLANA BEACH, CA 92075-2042619-294-8484; FAX 619-574-0626 APPROVAL VALID FOR TWO (2) YEARS FROM DATE
16LANDSCAPE PLANS FOR:YYXX-XXXXXPLANNING PROJECT NO.SDPXX-XXXXMF XXXX 12/08/2025
BrettJ.AllenNo.6595
LICENSEDLANDSCAPEARCHITECTSTATEOFCALIFORNIA12/08/2025RENEWAL DATE: 12-31-25SIGNATURE SAN ELIJO ROADELFIN FOREST RD

DOG PARK ENTRANCEPET WASTE STATION
DOG AND OWNER SOCIAL ANDREST AREA, W/ PICNIC TABLES,BENCHES, AND BIG BOULDERS. 100' SDCWA EASEMENT
100' SDCWA EASEMENT
NORTH

CHAIN-LINK FENCE W/ MOW CURB

EXISTING RESTROOMS
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EXISTING CONCRETEWALK WAYEXISTING MANIFOLDS,TO REMAIN

CHAIN-LINK FENCE
TREE PLANTING NOTES:THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK WITH GRADING. IT IS THE OWNER'S INTENT THATLANDSCAPE AND IRRIGATION OPERATIONS SHALL IMMEDIATELY FOLLOW THE SAME SEQUENCE AS GRADINGOPERATIONS. AS A RESULT, AS EACH AREA IS GRADED IT IS ANTICIPATED THAT THE CONTRACTOR SHALL IMMEDIATELYBEGIN LANDSCAPE AND IRRIGATION CONSTRUCTION FOLLOWING THE SEQUENCE OF CONSTRUCTION OPERATIONOUTLINED IN THE PLANS AND AS SHOWN BELOW. IT IS UNDERSTOOD BY THE OWNER AND THE CONTRACTOR THATUNFORSEEN CIRCUMSTANCES SUCH AS ACTS OF GOD AND/OR SCHEDULING MODIFICATIONS DIRECTED BY THE OWNER,COULD HAVE AN EFFECT ON CONSTRUCTION, AND THAT THE CONTRACTOR HAS TAKEN THIS INTO CONSIDERATION ATTHE TIME OF BID. THEREFORE, ANY SUCH ACTS OF GOD AND/OR SCHEDULING MODIFICATION DIRECTED BY THE OWNERWOULD NOT CONSTITUTE NOR WARRANT ADDITIONAL SERVICES. THE PROCESS FOR INSTALLATION OF THE TREESSHALL BE AS FOLLOWS:A.PRIOR TO PROCEEDING WITH TREE INSTALLATION, THE INSTALLING CONTRACTOR IS RESPONSIBLE FOR CLEARLYMARKING THE TREE LOCATIONS WITH MARKING PAINT. PRIOR TO DIGGING PITS THE CONTRACTOR SHALL REQUESTA WALK THROUGH WITH THE LANDSCAPE ARCHITECT TO VERIFY THE TREE LOCATIONS.B.UPON SUCCESSFUL WALK THROUGH OF TREE LOCATIONS, THE CONTRACTOR SHALL PROCEED WITH TREEINSTALLATION. ONCE THE TREE INSTALLATION IS COMPLETE, THE INSTALLING CONTRACTOR SHALL REQUEST AWALK THROUGH FOR SUBSTANTIAL COMPLETION WITH THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECTWILL PROVIDE WRITTEN DOCUMENTATION OF THE SUBSTANTIAL COMPLETION WALK THROUGH TO THECONTRACTOR AND THE OWNER, IN THE FORM OF A PUNCH LIST NOTING ANY OUTSTANDING CONSTRUCTION ITEMS.THIS WALK THROUGH AND ANY RESULTING OUTSTANDING ITEMS SHALL BE COMPLETED AND/OR ADDRESSED PRIORTO REQUESTING A FINAL WALK THROUGH OR CONTINUING WITH FURTHER CONSTRUCTION.C.ONCE THE SUBSTANTIAL COMPLETION PUNCH LIST HAS BEEN COMPLETELY ADDRESSED, THE INSTALLINGCONTRACTOR SHALL REQUEST A FINAL WALK THROUGH WITH THE LANDSCAPE ARCHITECT. THE LANDSCAPEARCHITECT WILL PROVIDE WRITTEN DOCUMENTATION OF THE FINAL WALK THROUGH TO THE CONTRACTOR ANDTHE OWNER BY COMPARING THE PUNCH LIST WITH FIELD CONDITIONS.

GENERAL PLANTING NOTES:1.THESE PLANS WERE PREPARED USING BASE INFORMATIONPREPARED BY NOVA ENGINEERING. THE CONTRACTOR ISRESPONSIBLE FOR VERIFYING THE ACCURACY OF THIS BASECOMPARED TO ACTUAL FIELD CONDITIONS PRIOR TO ORDERINGMATERIALS AND/OR BEGINNING WORK AND IMMEDIATELYNOTIFYING THE LANDSCAPE ARCHITECT OF ANYDISCREPANCIES. IN THE EVENT THAT THE CONTRACTOR FAILSTO VERIFY THE ACCURACY OF THE BASE INFORMATION AND/ORFAILS TO IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OFDISCREPANCIES PRIOR TO ORDERING MATERIALS AND/ORBEGINNING WORK, THEN THE CONTRACTOR ASSUMES FULLRESPONSIBILITY FOR ANY AND ALL ADDITIONAL LABOR ANDMATERIALS AS DIRECTED BY THE LANDSCAPE ARCHITECT TORESOLVE SUCH DISCREPANCIES AT NO ADDITIONAL COST TOTHE OWNER.2.THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THEEXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TOCOMMENCING WORK. THE CONTRACTOR SHALL ASSUME FULLRESPONSIBILITY FOR ANY AND ALL DAMAGES WHICH OCCURDUE TO THE CONTRACTOR'S FAILURE TO LOCATE ANDPRESERVE ANY AND ALL UNDERGROUND UTILITIES, AT NOADDITIONAL COST TO THE OWNER.3.THE CONTRACTOR SHALL ASSUME FULL RESPONSIBLITY FORREPLACING ANY EQUIPMENT AND/OR MATERIALS OUTSIDE OFTHE LIMIT OF WORK, WHICH ARE DAMAGED DURINGCONSTRUCTION WITH MATERIALS LIKE-KIND, AT NO ADDITIONALCOST TO THE OWNER.4.THE CONTRACTOR SHALL ASSUME FULL RESPONSIBLITY FORREPAIRER ANY THREE OR SHRUB OUTSIDE OF THE LIMIT OFWORK, WHICH ARE DAMAGED DURING CONSTRUCTION, WITHMATERIALS LIKE-KIND, AT NO ADDITIONAL COST TO THE OWNER.5.EXCEPT THE SPECIFIED TURF DEMOLITION AREA, THECONTRACTOR SHALL ASSUME FULL RESPONSIBLITY FORREPAIRER THE REST AREA INSIDE THE LIMIT OF WORK, WHICHARE DAMAGED DURING CONSTRUCTION, WITH MATERIALSLIKE-KIND, AT NO ADDITIONAL COST TO THE OWNER.6.REFER TO THE PLANTING DETAILS AND SPECIFICATIONS FORINSTALLATION AND EXECUTION PROCEDURES AND FORMAINTENANCE REQUIREMENTS.7.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING ALLNECESSARY SOILS TESTING PER SPECIFICATION SECTION329300, 1.08, A.8.ALL TREES TO BE STAKED WITH 2-3 STAKES AND 6 TREE TIES(NO WIRE). USE TRIPLE STAKING WITH 3" DIAMETER STAKES INHIGH WIND AREAS.9.ALL TREES SHALL BE LOCATED OR ADJUSTED IN ACCORDANCEWITH THE FOLLOWING REQUIREMENTS:·A MINIMUM OF 5' AWAY FROM ANY BUILDING FACE OR ROOFEAVE·A MINIMUM OF 6' FROM ALL HARDSCAPE INCLUDING CURBS,FENCES, WALKS, WALLS, "V DITCHES", ETC.·A MINIMUM OF 5' FROM WATER METERS OR ANY OTHERUTILITIES, INCLUDING SEWER / DRAIN PIPESA A MINIMUM OF20' FROM STREET LIGHTS·ROOT BARRIER TO BE PLACE WITHIN 6' MINIMUM OFHARDSCAPE.·A MINIMUM OF 10' FROM FIRE HYDRANTS·A MINIMUM OF 20' FROM STREET LIGHTS

EXISTING MANIFOLDS,TO REMAIN

EXISTING TREES, TO REMAIN, TYP

EXISTING CONCRETEWALK WAY
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12 87
TREES DETAILSCOMMON NAMEPLANTING LEGENDSYMBOLBOTANICAL NAME QUANTITYSIZE SPACINGMATURE SIZEWUCOLS ZONE 4

SAN ELIJO HILLS PARK 'DOG PARK'
PISTACIA CHINENSISCHINESE PISTACHE36" BOXAS SHOWN2 30'-60' H X 30'-60' W M L-1, L-5a QUERCUS AGRIFOLIACOAST LIVE OAK36" BOXAS SHOWN1 20'-70' H X 20'-70' W L L-1, L-5a LD-1
DIAL TOLL FREE1-800-422-4133AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

FOR APPROVAL
462 STEVENS AVENUE, SUITE 107SOLANA BEACH, CA 92075-2042619-294-8484; FAX 619-574-0626 APPROVAL VALID FOR TWO (2) YEARS FROM DATE
16LANDSCAPE PLANS FOR:YYXX-XXXXXPLANNING PROJECT NO.SDPXX-XXXXMF XXXX 12/08/2025
BrettJ.AllenNo.6595
LICENSEDLANDSCAPEARCHITECTSTATEOFCALIFORNIA12/08/2025RENEWAL DATE: 12-31-25SIGNATURE STANDARD PLANTING NOTES:
13 1.THE WORK SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE DEVELOPER’S CITYAPPROVEDPLANS, IRRIGATION AND LANDSCAPE STANDARD DRAWINGS, APPROVED MATERIALS LIST, AS WELL AS THESESTANDARD PLANTING NOTES.2.SOIL SAMPLES FOR AMENDMENT TESTING SHALL BE TAKEN AFTER COMPLETION OF GRADING AND PRIOR TOWEED CONTROL AND SOIL PREPARATION AT A MINIMUM OF THREE LOCATIONS APPROVED BY THE PUBLIC WORKSDEPARTMENT. TESTS SHALL BE PERFORMED BY AN APPROVED LABORATORY. TESTS PERFORMED SHALLINCLUDE, BUT ARE NOT LIMITED TO: ORGANIC MATTER CONTENT, N/P/K., PH, ELECTRICAL CONDUCTIVITY, ANDPERCENT SILT, SAND, AND CLAY. TEST RESULTS AND APPLICATION RECOMMENDATIONS SHALL BE SUBMITTEDTO THE PUBLIC WORKS DEPARTMENT PRIOR TO APPLICATION OF AMENDMENTS. AMENDMENTS SHALL BEAPPLIED PURSUANT TO THE LABORATORY AND MANUFACTURERS RECOMMENDATIONS.3.CONTROL WEEDS BY WATERING FOR THREE WEEKS TO ADEQUATELY GERMINATE THE SEEDBED AND THENAPPLY A POST-EMERGENT HERBICIDE BY A LICENSED APPLICATOR AND WAIT AS DIRECTED BY THEMANUFACTURER BEFORE PLANTING.4.PERCOLATION TESTS SHALL BE PERFORMED ON ALL TREE PLANTING PITS. PITS SHALL BE FILLED WITH 18INCHES OF WATER AND ALLOWED TO DRAIN COMPLETELY. PITS SHALL THEN BE FILLED WITH 12 INCHES OFWATER AND ALLOWED TO DRAIN. THE SECOND FILL MUST DRAIN AT A MINIMUM RATE OF ONE INCH PER HOUR,FOR A FOUR-HOUR DURATION.5.TREE WELL DRAIN SYSTEMS SHALL BE INSTALLED PURSUANT TO CITY OF SAN MARCOS STANDARD DRAWINGSWHEN PERCOLATION TESTS FAIL.6.THE DEVELOPER SHALL PROVIDE POSITIVE DRAINAGE IN ALL LANDSCAPE AREAS.7.THE DEVELOPER SHALL SCHEDULE INSPECTIONS 48 HOURS IN ADVANCE OF THE WORK BEING READY FORINSPECTION. INSPECTIONS SHALL BE SCHEDULED BY CALLING (760) 752-7550 EXT. 3550. IF THE WORK IS NOTREADY FOR INSPECTION ON THE SCHEDULED DATE AND TIME, THE DEVELOPER SHALL RESCHEDULE THEINSPECTION AS ABOVE. THE CITY MAY CHARGE THE DEVELOPER FOR RESCHEDULED INSPECTIONS ANDWITHHOLD FURTHER INSPECTIONS UNTIL SUCH TIME AS THE DEVELOPER PAYS THE RE-INSPECTION FEE.8.PLANTING INSPECTIONS ARE REQUIRED FOR THE FOLLOWING: A. TREE PLANTING PIT PERCOLATION TESTS (BOTHFILLS). B. PLANT MATERIAL LAYOUT PRIOR TO PLANTING. C. PLANT MATERIAL QUALITY PRIOR TO PLANTING. D.AMENDMENT VERIFICATION (PRIOR TO APPLICATION). E. PLANT MATERIAL INSTALLATION. F. PRE-MAINTENANCEPERIOD IRRIGATION COVERAGE INSPECTION (PUNCH LIST DEVELOPED). G. PRE-MAINTENANCE PERIOD PLANTMATERIAL INSPECTION (PUNCH LIST DEVELOPED). H. PRE-MAINTENANCE PERIOD FINAL PUNCH LIST COMPLETIONINSPECTION. I. END OF MAINTENANCE PERIOD INSPECTION (30 DAYS PRIOR TO THE SCHEDULED END OF THEMAINTENANCE PERIOD; PUNCH LIST DEVELOPED). J. FINAL MAINTENANCE PERIOD INSPECTION (END OFMAINTENANCE PERIOD PUNCH LIST WORK COMPLETED BY DEVELOPER.9.TREES SUPPLIED TO THE PROJECT SHALL MEET THE FOLLOWING MINIMUM STANDARDS: A. TREES SHALL HAVE ASTRAIGHT TRUNK WITH A SYMMETRICAL CROWN. B. TREES SHALL HAVE A SUBSTANTIAL, SINGLE, CENTRALLEADER. C. TREE BARK SHALL NOT BE DISCOLORED, SUNKEN, OR SWOLLEN AND SHALL BE FREE OF CUTS ANDSCRAPES OR OTHER DAMAGE. D. TREES SHOWING GALLERIES, SUN SCALD, OR FROST DAMAGE WILL NOT BEACCEPTED. E. THE CALIPER OF THE TREE SHALL BE IN PROPORTION TO THE ROOT BALL. F. TREES WITH GIRDLINGROOTS WRAPPING AROUND THE TRUNK OR OTHERWISE ROOT BOUND WILL NOT BE ACCEPTED. G. TREE TRUNKSMORE THAN 10 PERCENT OFF CENTER WILL NOT BE ACCEPTED. H. FRESHLY PRUNED TREES WILL NOT BEACCEPTED.10.PRUNING SHALL ONLY BE PERFORMED AT THE DIRECTION OF THE LANDSCAPE INSPECTOR.11.PROJECTS WHICH REMAIN INACTIVE FOR ONE YEAR OR LONGER ARE SUBJECT TO ALL PLANTING STANDARDSCHANGES THAT HAVE BEEN ADOPTED BY THE CITY OF SAN MARCOS DURING THE PERIOD OF INACTIVITY. 88 LS-1
SECTION 329300LANDSCAPINGPART 1 - GENERAL1.01SUMMARY:A.THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION ANDEQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGSAND AS SPECIFIED. THE CONDITIONS OF THE CONTRACT AND DIVISION 1 APPLYTO THIS SECTION AS FULLY AS IF REPEATED HEREIN.1.02RELATED REQUIREMENTS:A.SECTION 320533 LANDSCAPE MAINTENANCE1.03SUBMITTALS:A.SUBMIT CERTIFICATES OF COMPLIANCE AND INVOICES FOR SOIL AMENDMENTS,FERTILIZERS, AND PLANT MATERIALS, WITH QUANTITIES OF EACH.B.TREE SAMPLES: DELIVER TO THE SITE, A MINIMUM OF ONE SAMPLE OF EACH TREEVARIETY AND SIZE INDICATED, 15 GALLONS IN SIZE AND LARGER, A MINIMUM OF 15DAYS BEFORE PLANTING OPERATIONS. AT THE CONTRACTOR'S OPTION ANDEXPENSE, HE MAY RETAIN THE SERVICES OF THE LANDSCAPE ARCHITECT TOREVIEW TREES 15 GALLON AND LARGER TAGGED AT THE NURSERY OR AT ITSPLACE OF GROWTH, OR AS OTHERWISE INDICATED.C.SHRUB AND TREE SAMPLES: SUBMIT 1 SAMPLE OF EACH VARIETY AND SIZE OFPLANT MATERIALS AT THE SITE A MINIMUM OF 15 DAYS BEFORE PLANTINGOPERATIONS. ACCEPTED SAMPLES SHALL REMAIN ON THE SITE AND SHALL BEMAINTAINED AS STANDARDS OF COMPARISON FOR PLANT MATERIALS TO BEFURNISHED. SAMPLES MAY BE INCORPORATED INTO THE WORK.D.A SAMPLE OF THE SOIL AMENDMENTS AND PROPOSED MULCH MATERIAL(S),INCLUDING MANUFACTURER OR SUPPLIER CERTIFICATE OR INVOICE, SHALL BEDELIVERED TO THE LANDSCAPE ARCHITECT WITHIN THIRTY-FIVE (35) DAYS AFTERRECORDING OF THE CONTRACT.1.04GUARANTEES AND REPLACEMENTS:A.TREES SHALL BE GUARANTEED TO LIVE IN A HEALTHY CONDITION FOR A PERIODOF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE OF MAINTENANCE PERIOD OFPROJECT.B.PLANTS FOUND TO BE DEAD OR NOT IN A VIGOROUS CONDITION WITHIN THEMAINTENANCE AND GUARANTEE PERIODS SHALL BE REPLACED WITHIN FOURTEEN(14) DAYS AT CONTRACTOR'S EXPENSE.C.PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND SIZE ASSPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED ANDFERTILIZED AS ORIGINALLY SPECIFIED. THE EXPENSE OF ALL REPAIR WORK ONEXISTING IMPROVEMENTS DAMAGED DURING REPLACEMENT SHALL BE BORNE BYTHE CONTRACTOR.1.05QUALITY ASSURANCE:A.REVIEWS HEREIN SPECIFIED SHALL BE MADE BY THE LANDSCAPE ARCHITECT ORLANDSCAPE INSPECTOR. THE CONTRACTOR SHALL REQUEST REVIEW IN WRITINGA MINIMUM OF 48 HOURS IN ADVANCE, FOR THE FOLLOWING PARTS OF WORK:1.PRE-JOB MEETING TO INTRODUCE LANDSCAPE ARCHITECT, LANDSCAPEINSPECTOR, CONTRACTOR, JOB PROJECT MANAGER AND JOBSUPERINTENDENT AND TO DISCUSS THE PARTICULAR REQUIREMENTS OF THEJOB.2.INCORPORATION OF SOIL CONDITIONING AND FERTILIZING INTO THE SOIL.OBSERVATION SHALL BEGIN PRIOR TO AMENDMENTS BEING ROTOTILLED INTOTHE SOIL. AMENDMENT MATERIALS SHALL BE DISTRIBUTED IN PILES AROUNDTHE SITE IN QUANTITIES CORRESPONDING TO THE SOILS ANALYSISRECOMMENDATIONS "PER 1,000 SQ. FT.". INVOICES SHOWING MATERIALS ANDQUANTITIES PURCHASED SHALL BE AVAILABLE FOR REVIEW.3.UPON COMPLETION OF GRADING PRIOR TO PLANTING. REVIEW OF PLANTMATERIALS IS TO COINCIDE WITH THIS REVIEW.4.WHEN TREES AND SHRUBS ARE SPOTTED IN PLACE FOR PLANTING, BUTBEFORE PLANTING HOLES ARE EXCAVATED.

5.UPON COMPLETION OF FINISH GRADES AND PLANTING. APPLICATION OFPRE-EMERGENT HERBICIDE IS TO COINCIDE WITH THIS REVIEW.6.WHEN PLANTING, AND ALL OTHER INDICATED AND SPECIFIED WORK, EXCEPT THEMAINTENANCE PERIOD, HAS BEEN COMPLETED. ACCEPTANCE, IN WRITING, SHALLESTABLISH BEGINNING OF THE MAINTENANCE PERIOD.7.FINAL REVIEW AT THE COMPLETION OF THE MAINTENANCE PERIOD. CONTINGENTON ACCEPTANCE, THIS REVIEW SHALL ESTABLISH THE BEGINNING DATE FOR THEGUARANTEE PERIOD.1.06MAINTENANCE:A.THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS DURING THEPROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINALACCEPTANCE OF THE WORK.B.THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER WRITTEN ACCEPTANCEOF PLANTING OPERATIONS IS RECEIVED FROM THE LANDSCAPE ARCHITECT, ANDSHALL CONTINUE THEREAFTER FOR NO LESS THAN NINETY (90) CONTINUOUSCALENDAR DAYS.C.THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BEEXTENDED, WHEN IN THE OPINION OF THE LANDSCAPE ARCHITECT, IMPROPERMAINTENANCE OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIALOR POORLY ESTABLISHED NON-COVERING TURF AREAS ARE EVIDENT AT THETERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALLBE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK UNTIL WORK ISCOMPLETED AND ACCEPTABLE.D.SEE SECTION 320533 FOR SPECIFIC MAINTENANCE REQUIREMENTS.1.07GENERAL REQUIREMENTS:A.THE TERM "PLANTING AREA" SHALL MEAN ALL AREAS TO BE PLANTED WITH TREES,SHRUBS, GROUNDCOVERS, SOD AND SEED.B.ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHERAND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTEDHORTICULTURAL PRACTICE.C.ALL ROCK AND OTHER GROWTH OR DEBRIS ACCUMULATED DURING THE DURATION OFTHE PROJECT SHALL BE REMOVED FROM THE SITE.D.PRIOR TO EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, LOCATE ALLUNDERGROUND IMPROVEMENTS, UTILITY LINES, ETC. AND TAKE PROPERPRECAUTIONS TO AVOID DAMAGE. IN THE EVENT OF A CONFLICT BETWEEN SUCHLINES AND PLANT LOCATIONS, NOTIFY LANDSCAPE ARCHITECT AND RECEIVEDIRECTION PRIOR TO PROCEEDING. THE CONTRACTOR ASSUMES RESPONSIBILITYFOR MAKING REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED.E.GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THEPERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THEMOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING ITWOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL BESUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TOACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED.F.SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH WORK,CAREFULLY CHECK AND VERIFY DIMENSIONS AND IMMEDIATELY INFORM THELANDSCAPE ARCHITECT OF DISCREPANCIES BETWEEN THE DRAWINGS ANDSPECIFICATIONS AND ACTUAL CONDITIONS.G.QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND NOTGUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TOFULFILL INTENT OF DRAWINGS.H.ADEQUATELY STAKE, BARRICADE, AND PROTECT IRRIGATION EQUIPMENT, MANHOLES,UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL PHASES OF THE SOILAMENDING AND GRADING OPERATIONS.I.REJECTION AND SUBSTITUTION: PLANTS NOT CONFORMING TO THE REQUIREMENTSHEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, WHETHERIN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVEDFROM THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS.THE PLANT MATERIALS SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW.PLANTS SHALL BE OF THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR ANDCONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRAWINGS. UNDERNO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIE, VARIETY, ORREDUCED SIZES FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITHTHE EXPRESSED WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT.J.ALL UTILITIES (WATER AND ELECTRICITY) USED DURING THE INSTALLATION ANDMAINTENANCE OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS PROJECTSHALL BE PAID FOR BY THE OWNER.

1.08FINAL SOIL AMENDMENT QUANTITIES:A.UPON COMPLETION OF ALL BACKFILL AND/OR ROUGH GRADING OF PLANTED AREAS, AMINIMUM OF SIX (6) REPRESENTATIVE SAMPLES OF EXISTING SOIL FOUND IN THEPLANTING AREAS SHALL BE TAKEN BY THE CONTRACTOR AND AT HIS/HER EXPENSESENT TO AN INDEPENDENT SOIL TESTING LABORATORY FOR AN AGRICULTURALSUITABILITY ANALYSIS AND RECOMMENDATIONS FOR QUANTITY AND APPLICATIONRATE OF AMENDMENTS AND INCLUDE ANY CORRECTIVE MEASURES REQUIRED TOADJUST PH OR SALT TO ACCEPTABLE LEVELS. THESE RECOMMENDATIONS SHALLTHEN BE COMPARED WITH THOSE LISTED IN PARAGRAPHS 2.02 AND 3.01 AND THECONTRACT MODIFIED ACCORDINGLY.1.09SOIL PREPARATION CONFORMANCEA.AMENDMENT MATERIALS SHALL BE DISTRIBUTED IN PILES AROUND THE SITE INQUANTITIES CORRESPONDING TO THE SOILS ANALYSIS "PER 1,000 SQ. FT."RECOMMENDATIONS. INVOICES SHOWING MATERIALS AND QUANTITIES PURCHASEDSHALL BE AVAILABLE FOR REVIEW. THE LANDSCAPE ARCHITECT WILL COMPARE THEDISTRIBUTION PILES AND TOTAL QUANTITIES OF EACH MATERIAL FURNISHED AGAINSTTHE SOILS ANALYSIS RECOMMENDATIONS. IF THE MINIMUM RATES OF APPLICATIONHAVE NOT BEEN MET, THE LANDSCAPE ARCHITECT WILL REQUIRE THE DISTRIBUTIONOF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUMAPPLICATION REQUIREMENTS SPECIFIED. AFTER APPROVAL BY THE LANDSCAPEARCHITECT OF THE DISTRIBUTION AND QUANTITIES OF SOIL AMENDMENTS, THECONTRACTOR WILL THEN COMMENCE WITH SOIL CONDITIONING OPERATIONS PERSECTION 3.01.1.10PLANT MATERIAL QUANTITY CONFORMANCEA.AFTER INSTALLATION OF PLANT MATERIALS, AND COINCIDING WITH THEPRE-MAINTENANCE OBSERVATION, THE LANDSCAPE ARCHITECT, WITH THEHERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPSAND INVOICES FOR THE PLANT MATERIALS AND RELATED ITEMS, WILL INVENTORYSUCH MATERIAL, COMPARING THE TOTAL AREA AND/OR THE AMOUNTS SPECIFIED. IFTHE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE LANDSCAPE ARCHITECT MAYREQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUMREQUIREMENTS SPECIFIED OR REQUIRE THAT THE CONTRACTOR PROVIDE CREDIT(S)TO THE OWNER.PART 2 - PRODUCTS2.01SOIL AMENDMENT AND FERTILIZER:A.PROVIDE SINGLY OR IN COMBINATION AS REQUIRED TO MEET SPECIFIEDREQUIREMENTS FOR TOPSOIL. SOIL CONDITIONERS SHALL BE NONTOXIC TO PLANTS.1.COMPOSTED DERIVATIVES: GROUND BARK, NITROLIZED SAWDUST, HUMUS, OROTHER WOOD GREEN WASTE MATERIAL FREE OF STONES, STICKS, AND SOILSTABILIZED WITH NITROGEN AND HAVING THE FOLLOWING PROPERTIES:2.PARTICLE SIZE: MINIMUM PERCENT BY WEIGHT PASSING:a.NO. 4 MESH SCREEN95b.NO. 8 MESH SCREEN803.NITROGEN CONTENT: MINIMUM PERCENT BASED ON DRY WEIGHT:a.FIR SAWDUST0.7b.FIR OR PINE BARK1.0B.GYPSUM SHALL BE A COMMERCIALLY PROCESSED AND PACKAGED GYPSUM (CASO, 2H0) WITH MINIMUM 80% GRADE CONTAINING 14% MINIMUM COMBINED SULFUR.C.IRON SULPHATE: FERRIC OR FERROUS SULPHATE IN PELLETED OR GRANULAR FORMCONTAINING NOT LESS THEN 18 PERCENT METALLIC IRON. MATERIAL SHALL CONFORMTO THE AGRICULTURAL CODE OF THE STATE OF CALIFORNIA.D.PRE-PLANT FERTILIZER FOR INCORPORATION WITH ROTOTILLING OR PLANT PITBACKFILL MIX SHALL BE OF A UNIFORM 'BEADED' HOMOGENEOUS GRANULARCOMPOSITION SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT AND SHALLCONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANTFOOD:NITROGEN 5% MINIMUMPHOSPHORIC ACID3% MINIMUMPOTASH 1% MINIMUMIRON 1%MANGANESE.05%ZINC .05%HUMIC ACIDS (DERIVED FROM COMPOST)15%SOIL PENETRANT (ALKYL NAPHTHALENE SODIUM SULFONATE)15% E.POST-PLANTING FERTILIZER FOR MAINTENANCE PERIOD FERTILIZATION: ORGANICBASE, LONG LASTING, NONBURNING, CONTROLLED SLOW RELEASE, FREE FLOWING,UNIFORM IN COMPOSITION, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT,AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES OF WEIGHTOF PLANT FOOD :NITROGEN12% MINIMUMPHOSPHORIC ACID8% MINIMUMPOTASH8% MINIMUMSULPHUR7%IRON 2%MANGANESE.05%ZINC .05%HUMIC ACIDS (DERIVED FROM COMPOST)5%WARNING: SOME FERTILIZERS CONTAIN CHELATED IRON WHICH HAS CAUSED STAININGOF CONCRETE SURFACES IN OTHER PROJECTS. CONTRACTOR SHALL BE RESPONSIBLEFOR REMOVING ALL IRON STAINS FROM CONCRETE BY SANDBLASTING, OR ASDIRECTED BY ARCHITECT, AT NO ADDITIONAL COST TO THE OWNER.F.PLANTING TABLETS: TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTINGTABLETS OF VARYING WEIGHTED SIZES WITH THE FOLLOWING AVAILABLEPERCENTAGES BY WEIGHT OF PLANT FOOD:NITROGEN20% MINIMUMPHOSPHORIC ACID10% MINIMUMPOTASH5% MINIMUMG.POST-PLANTING FERTILIZER FOR PALMS: ORGANIC BASE, LONG LASTING, NONBURNING,CONTROLLED SLOW RELEASE, FREE FLOWING, UNIFORM IN COMPOSITION, SUITABLEFOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWINGMINIMUM AVAILABLE PERCENTAGES OF WEIGHT OF PLANT FOOD :NITROGEN3% MINIMUMPHOSPHORIC ACID1% MINIMUMPOTASH3% MINIMUMA MICRO-NUTRIENT FOLIAR SPRAY FOR PALM FRONDS IS RECOMMENDED TO AVOIDMICRO-NUTRIENT DEFICIENCIES.2.02PLANTING BACKFILL:A.PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF TOPSOILAMENDMENTS AT THE FOLLOWING MIXTURE:SOIL CONDITIONER1 PARTSTOCK-PILED ON SITE SOIL3 PARTSIRON SULPHATE2 LBS/PER CU. YD. OF MIXGYPSUM10 LBS/PER CU. YD. OF MIXPRE-PLANT FERTILIZER4 LBS/PER CU. YD. OF MIXSOIL TO BE USED AS PLANTING MEDIUM FOR THE PROJECT SHALL BE FERTILE,WELL-DRAINED, OF UNIFORM QUALITY, FREE OF STONES OVER 1 INCH DIAMETER,STICKS, OILS, CHEMICALS, PLASTER, CONCRETE AND OTHER DELETERIOUS MATERIALS.ON-SITE SOIL MAY BE STOCKPILED FOR RE-USE PROVIDED IT MEETS ALLREQUIREMENTS.2.03PLANT MATERIALS:A. NOMENCLATURE: THE SCIENTIFIC AND COMMON NAMES OF PLANTS HEREIN SPECIFIEDCONFORM WITH THE APPROVED NAMES GIVEN IN "SUNSET WESTERN GARDEN BOOK ",PUBLISHED BY LANE PUBLISHING COMPANY, MENLO PARK, CALIFORNIA, LATESTEDITION. SEE LIST OF PLANT MATERIAL ON DRAWINGS.B.QUALITY AND SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG STOCK. THEY SHALLBE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASE, INSECTS, INSECT EGGS,AND/OR EXCEED THE MEASUREMENTS SPECIFIED OR THE AMERICAN STANDARDS FORNURSERY STOCK. PINTO TAGS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT.C.CONTAINER STOCK (1 GAL., 5 GAL., AND 15 GAL.) SHALL HAVE GROWN IN CONTAINERSFOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINER PLANTS THATHAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER,SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGEDROOTS OR BROKEN BALLS SHALL BE PLANTED.

DIAL TOLL FREE1-800-422-4133AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

FOR APPROVAL
462 STEVENS AVENUE, SUITE 107SOLANA BEACH, CA 92075-2042619-294-8484; FAX 619-574-0626 APPROVAL VALID FOR TWO (2) YEARS FROM DATE
16LANDSCAPE PLANS FOR:YYXX-XXXXXPLANNING PROJECT NO.SDPXX-XXXXMF XXXX 12/08/2025
BrettJ.AllenNo.6595LICENSEDLANDSCAPEARCHITECTSTATEOFCALIFORNIA12/08/2025RENEWAL DATE: 12-31-25SIGNATURE 14 89
LS-2
D.PRUNING SHALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY WRITTEN APPROVAL.E.OBSERVATION OF PLANT MATERIALS, REQUIRED BY COUNTY AUTHORITIES, SHALL BE ARESPONSIBILITY OF THE CONTRACTOR, AND WHERE NECESSARY, THE CONTRACTORSHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS TOSITE.F.PLANTS SHALL BE SUBJECT TO OBSERVATION AND APPROVAL OR REJECTION, AT THEPROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK, FOR SIZE,VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. REJECTED PLANTS SHALL BEREMOVED FROM THE PROJECT SITE IMMEDIATELY.G.SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS SUBMITTED THATANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USEOF THE NEAREST EQUIVALENT SIZE, VARIETY AND COST.H.QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK AS SHOWN ONDRAWINGS.I.THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO OBSERVE ROOT CONDITION OFANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE,TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE.J.IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE, WEATHER-PROOFLABELS ATTACHED SECURELY AT THE JOB SITE. THERE SHALL BE A MINIMUM OF ONELABELED PLANT FOR EACH 5 PLANTS IN A LOT.K.GROUNDCOVER PLANTS SHALL BE HEALTHY VIGOROUS ROOTED CUTTINGS GROWN INFLATS UNTIL TRANSPLANTING.2.04HERBICIDE:A.WEED CONTACT SPRAY, POST EMERGENT, SYSTEMIC PRODUCT WITH NO SOILRESIDUAL ACTIVITY FORMULATED AS A WATER SOLUBLE LIQUID CONTAINING 50%GLYPHOSATE AND 14.5% SURFACTANT WITH SURFLAN ADDITIVE.2.05RODENT REPELLENT:A.RODENT REPELLENT: REPELLENT X OR APPROVED EQUAL.2.06MULCHING MATERIAL:A.MULCHING MATERIAL SHALL BE 3/8" - 1/2" DIA. SCREENED FIR BARK ORAPPROVED EQUAL BY AGRI SERVICE OR APPROVED EQUAL, APPROVED IN WRITING, BYTHE LANDSCAPE ARCHITECT.2.07 STAKING MATERIALS FOR TREES (15 GALLON OR LARGER):A.DOUBLE STAKING (24" DEPTH AND MIN. 12" FROM TRUNK) FOR TREES FROM UP TO 15GALLON OR LARGER:1.STAKES SHALL BE 2" PINE STAKES. INSTALLATION PER SAN MARCOS STD. DRAWINGL-1.B.CINCH TIE, 4 REQUIRED PER TREE.2.08TRIM GUARDS FOR TREES:A.TRIM GUARDS SHALL BE MADE FROM QUALITY POLYETHYLENE WITH ULTRA VIOLETINHIBITORS AND RATCHETING LATCHING DEVICE.B.TRIM GUARDS SHALL BE INSTALLED AT THE BASE OF ALL TREES PLANTED IN THE TURFAREAS.PART 3 - EXECUTION3.01LEACHING, SOIL CONDITIONING, ROTOTILLING AND FERTILIZING:E.DEEP WATER LEACHING:1.AFTER COMPLETE INSTALLATION AND TESTING OF THE IRRIGATION SYSTEM, ALLAREAS SHALL BE DEEP WATER LEACHED AND COMPACTED AND SETTLED BYCONTINUOUS APPLICATION OF IRRIGATION WATER UNTIL THE SOIL HAS RECEIVED AMINIMUM OF 12" OF WATER.2.AFTER LEACHING OPERATION, SOIL SAMPLES SHALL BE TAKEN BY CONTRACTORPER LANDSCAPE ARCHITECT'S DIRECTION AND GIVEN TO THE OWNER'S SOILLABORATORY FOR TESTING. SOIL TEST SHALL MEET THE FOLLOWING REQUIREMENTS:ECE- MAXIMUM 3.0PH- MAXIMUM 7.50- MINIMUM 6.00

3.DEEP WATER LEACHING SHALL BE DONE PRIOR TO THE APPLICATION OF THECOMMERCIAL FERTILIZER.4.CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOTCAUSE EROSION OR SLUFFING OF SOILS. DO NOT UNDERTAKE LEACHINGOPERATIONS IN EXPANSIVE SOILS.5.5.ALL DEPRESSIONS, VOIDS, EROSION SCARS AND SETTLED TRENCHESGENERATED BY THE DEEP WATERING SHALL BE FILLED WITH CONDITIONED TOPSOILAND BROUGHT TO FINISH GRADE PRIOR TO DIGGING PLANTING PITS.B.AFTER LEACHING OPERATIONS AND AFTER THE AREAS HAVE BEEN GRADED, FOLLOWTHE SOIL PREPARATION CONFORMANCE PROCEDURES PER SECTION 1.09. AFTERAPPROVAL BY THE LANDSCAPE ARCHITECT OF THE REQUIREMENTS IN SECTION 1.09,THE SOIL CONDITIONING AND AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVERALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTHOF SIX (6) INCHES BY ROTOTILLING A MINIMUM OF TWO (2) ALTERNATING PASSES:THE FOLLOWING MATERIALS AND QUANTITIES ARE TO BE USED AS A BASIS FOR BIDDING,AND MAY BE MODIFIED BASED ON SOIL ANALYSIS RESULTS.SOIL CONDITIONER:4 CU. YD. PER 1,000 SQ. FT.SOIL SULPHUR:20 LBS/PER 1,000 SQ. FT.IRON SULPHATE:20 LBS/PER 1,000 SQ. FT.GYPSUM:100 LBS/PER 1,000 SQ. FT.PRE-PLANT FERTILIZER:20 LBS/PER 1,000 SQ. FT.1.FERTILIZER SHALL BE INCORPORATED INTO THE TOP SIX (6) INCHES OF FINISHGRADE. FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION.2.THE THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING ANDINCORPORATION OF THE SOIL CONDITIONERS/AMENDMENTS SHALL BE ACCEPTEDBY THE LANDSCAPE ARCHITECT IN WRITING, PRIOR TO DIGGING PLANTING PITS. FORSLOPES 2:1 AND STEEPER, OR AS PER THE DRAWINGS, OMIT SOIL CONDITIONERAPPLICATION AND ROTOTILLING.3.02FINISH GRADING:A.FINISH GRADES SHALL BE AS INDICATED ON LANDSCAPE AND CIVIL DRAWINGS.CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR A DECISION SHOULD ANYDISCREPANCIES EXIST BETWEEN THE DRAWINGS AND SITE CONDITIONS.B.FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER COMPACTED AND SETTLEDSURFACE GRADES AND SHALL BE WITHIN + 0.1 FOOT OF THE SPOT ELEVATIONS ANDGRADE LINES INDICATED. GRADES ADJACENT TO HARDSCAPE SHALL BE WITHIN +/- .01FEET OF THE GRADES INDICATED ON THE DRAWINGS.C.MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES INSLOPE.D.ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROMTILLAGE, ROTOTILLING AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATEDOUT BEFORE PLANTING OPERATIONS ARE INITIATED.E.TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO EROSION CONTROLMATERIALS, SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUNDUTILITIES DURING GRADING AND CONDITIONING OPERATIONS.F.FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALLSURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWAYS, DRAINSAND CATCH BASINS.G.FINAL GRADES SHALL BE ACCEPTED BY THE LANDSCAPE ARCHITECT/OWNER'SREPRESENTATIVE IN WRITING ON COMPANY LETTERHEAD PRIOR TO DIGGING PLANTINGPITS AND/OR BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN.H.PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN 2 PERCENT SURFACESLOPE FOR POSITIVE DRAINAGE.3.03PLANTING:A.THE LAYOUT OF LOCATIONS FOR PLANTS AND OUTLINES OF GROUNDCOVER BEDS TO BEPLANTED SHALL BE ACCEPTED BY THE LANDSCAPE ARCHITECT IN WRITING PRIOR TODIGGING PLANT PITS FOR PLANTING. ALL SUCH LOCATIONS SHALL BE CHECKED BY THECONTRACTOR FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND PIPINGPRIOR TO EXCAVATION OF HOLES. IF UNDERGROUND CONSTRUCTION OR UTILITY LINESARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREAS, OTHER LOCATIONS FORTHE PLANTING MAY BE SELECTED BY THE LANDSCAPE ARCHITECT AT NO ADDITIONALCOST TO THE OWNER. DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITYOF THE CONTRACTOR.B.PLANTING TREES:1.ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACESAND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. HOLES SHALL BE,IN ALL CASES, LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUTINJURY OR BREAKAGE OF ROOT BALLS OR ROOTS.2.EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLESOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS ANDPLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPONWHICH SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE-USE FOR THE FILLINGOF HOLES, PITS AND BEDS.

3.EXCESS SOIL, GENERATED FROM THE PLANTING HOLES SHALL BE SPREAD EVENLYON THE SITE WITHIN THE TOLERANCES INDICATED IN SECTION 3.02, OR ASDIRECTED BY THE LANDSCAPE ARCHITECT.4.THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THEHERETOFORE SPECIFIED PLANT PIT FERTILIZER AND SOIL PLANTING BACKFILL.PLACE PLANT PIT FERTILIZER AFTER TWO THIRDS OF BACKFILL MATERIAL ISINSTALLED AT THE RATES SPECIFIED BY THE MANUFACTURER AND SOILS REPORT.5.THE PLANTS SHALL BE PLACED IN THE PLANTING PITS, WHICH HAVE BEENHAND-TAMPED, AND WATER SETTLED TO THE ROOTBALL BASE LEVELS PRIOR TOTHE PLACEMENT OF THE PLANTS. AFTER SETTING THE PLANTS, THE REMAININGBACKFILL MATERIAL SHALL BE CAREFULLY TAMPED AND SETTLED AROUND EACHROOTBALL TO FILL ALL VOIDS.6.EACH TREE SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL BE SETPLUMB AND HELD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEENTAMPED AROUND EACH ROOTBALL.7.ALL PLANTS SHALL BE SET AT SUCH A LEVEL THAT AFTER SETTLING THEY BEARTHE SAME RELATIONSHIP TO THE SURROUNDING FINISH GRADE AS THEY BORE TOTHE SOIL LINE GRADE IN THE CONTAINER, UNLESS OTHERWISE NOTED.8.NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS BROKEN OR CRACKED, EITHERBEFORE, DURING, OR AFTER THE PROCESS OF INSTALLATION.9.PLANTS SHALL BE THOROUGHLY WATERED INTO THE FULL DEPTH OF EACHPLANTING HOLE IMMEDIATELY AFTER PLANTING.10.FOR 1 GALLON TREES, UTILIZE PRE-INSTALLED NURSERY STAKES IF STAKES ARE INGOOD CONDITION AS DESCRIBED ABOVE. BROKEN, CRACKED AND/OR UNSECUREDNURSERY STAKES WILL NOT BE ALLOWED. IF NEW STAKES ARE REQUIRED,INSTALL STAKES WITH MATERIALS AS SPECIFIED AS SHOWN ON THE DRAWINGS.11.FOR TREES UP TO 36" BOX SIZE, INSTALL TREE STAKES WITH MATERIALSSPECIFIED AND AS SHOWN ON THE DRAWINGS. THE STAKES SHALL BE DRIVEN INPLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OFTHE STAKE DOES NOT DAMAGE THE TREE ROOTS OR ROOTBALL. TREE TIES SHALLBE FASTENED TO EACH STAKE BY TACKING THE WIRE TIE TO THE STAKE.PROTECTIVE HOSES SHALL BE IN CONTACT WITH ALL TREE TRUNK OR BRANCHAREAS PER THE DETAILS ON THE DRAWINGS.12.FOR TREES 48" BOX SIZE AND GREATER GUY ALL TREES WITH THE MATERIALSSPECIFIED AND AS SHOWN ON THE DRAWINGS.13.THE STAKING AND GUYING SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TOINSURE THE PROPER AND HEALTHY GROWTH AND THE SAFETY OF THE PLANTS,PROPERTY, AND THE PUBLIC.14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACEDRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE TREES.15.PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, WHEN NECESSARYTO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/ORSIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING,AND/OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE LANDSCAPEARCHITECT OR CERTIFIED ARBORIST.16. INSTALL TREE GUARDS ON ALL TREES WITHIN TURF AREAS.3.04HERBICIDE APPLICATION:A.HERBICIDE OR PESTICIDE APPLICATIONS SHALL BE PERFORMED ONLY BY PERSONNELLICENSED FOR SUCH WORK BY THE STATE OF CALIFORNIA.3.05RODENT REPELLENT:A.ONCE PLANTS HAVE BEEN PLANTED AND WATERED IN, APPLY RODENT REPELLENT FORPLANTS INDICATED ON PLANT LEGENDS ON THE DRAWINGS AROUND THE ENTIREPERIMETER OF THE PLANTING AREA AT APPLICATION RATES AND WITH METHODS ASSPECIFIED BY THE MANUFACTURER.3.07CLEAN-UP:A.AS THE PROJECT PROGRESSES ON A DAILY BASIS, THE CONTRACTOR SHALL MAINTAINALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY,REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK AND SWEEPAND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TOPLANTINGS.3.08SITE OBSERVATION & WALK-THROUGHS FOR SUBSTANTIAL COMPLETION:

A.GENERAL OBSERVATION: THE LANDSCAPE ARCHITECT WILL VISIT THE CONSTRUCTIONSITE AT INTERIM TIMES DURING THE CONSTRUCTION PROCESS TO ACCESSCONSTRUCTION PROGRESS REGARDING INSTALLATION OF LANDSCAPE MATERIAL TOBE IN COMPLIANCE WITH THE DRAWINGS, DETAILS, SPECIFICATIONS AND SITECONDITIONS. THE LANDSCAPE ARCHITECT WILL PREPARE A SITE REPORT AFTER EACHVISIT NOTING PROGRESS OF INSTALLATION, VERBAL COMMUNICATION WITH THECONTRACTOR AND IDENTIFYING ANY FIELD ADJUSTMENTS NECESSARY THAT REQUIREMODIFICATIONS TO THE DESIGNED LANDSCAPE. A COPY OF THIS SITE REPORT WILL BEDELIVERED TO BOTH THE OWNER AND THE CONTRACTOR. THE CONTRACTOR ISRESPONSIBLE TO IMMEDIATELY ADDRESS EACH ITEM ON THE SITE REPORT BEFOREPROCEEDING WITH FURTHER CONSTRUCTION.B.WALK THROUGH FOR SUBSTANTIAL COMPLETION (PUNCH LIST #1):1.BEFORE REQUESTING A WALK THROUGH FOR SUBSTANTIAL COMPLETION THEFOLLOWING REQUIREMENTS MUST BE ENTIRELY SATISFIED:a.THE ENTIRE PLANTING AREA IS COMPLETELY INSTALLED, AND WHEN LETTERSOF ACCEPTANCE AS DESCRIBED ABOVE HAVE BEEN OBTAINED FROM THELANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE. IF THECONTRACTOR FAILED TO NOTIFY THE LANDSCAPE ARCHITECT FOR ANY OFTHE ABOVE ITEMS AS LISTED ABOVE THAN THE CONTRACTOR ASSUMES FULLRESPONSIBILITY FOR ANY DESIGN MODIFICATIONS DIRECTED BY THELANDSCAPE ARCHITECT DURING THE WALK THROUGH FOR SUBSTANTIALCOMPLETION ANY OF THESE ISSUES AT NO ADDITIONAL COST TO THE OWNER.b.ALL INVOICES, PINTO TAGS AND RECEIPTS HAVE BEEN DELIVERED TO THELANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE.2.ONCE THE ABOVE REQUIREMENTS HAVE BEEN MET A WALK THROUGH FORSUBSTANTIAL COMPLETION MAY BE REQUESTED. THE FOLLOWING PROCEDURESWILL BE USED DURING THE WALK THROUGH:a.CONTRACTOR MUST HAVE (2) TWO PERSONNEL AVAILABLE WITH RADIOCOMMUNICATION FOR THE ENTIRE LENGTH OF THE WALK THROUGH.b.A VISUAL WALK THROUGH OF THE ENTIRE SITE WILL TAKE PLACE CONSISTINGOF AN EXAMINATION OF PLANTING AREAS AS COMPARED TO THE DRAWINGS,AND INSTALLATION PROCEDURES AS SHOWN ON THE DETAILS ANDSPECIFICATIONS. A PUNCH LIST WILL BE ESTABLISHED OF DEFICIENCIES INTHE CONSTRUCTION AND WORKMANSHIP OF THE LANDSCAPED AREA ASCOMPARED TO THE CONSTRUCTION DRAWINGS, DETAILS, ANDSPECIFICATIONS.3.ONCE THE WALK THROUGH FOR SUBSTANTIAL COMPLETION HAS BEEN COMPLETED THE LANDSCAPE ARCHITECT WILL PROVIDE A COPY OF ALL PUNCH LIST ITEMS TO THE OWNER FOR REVIEW AND DISTRIBUTION TO THECONTRACTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR, REPLACE, AND ADJUST ALL ITEMS ON THE PUNCH PRIOR TO REQUESTING A FINAL WALK THROUGH.C.FINAL WALK THROUGH:1.BEFORE COMMENCEMENT OF A FINAL WALK THROUGH IS REQUESTED, EACH ITEMON THE WALK THROUGH FOR SUBSTANTIAL COMPLETION (PUNCH LIST #1) MUST BETHOROUGHLY SATISFIED, ADDRESSED, AND RESOLVED BY THE CONTRACTOR.2.ONCE THE ABOVE REQUIREMENT HAS BEEN MET A FINAL WALK THROUGH MAY BEREQUESTED. THE FOLLOWING PROCEDURES WILL BE USED:b.CONTRACTOR MUST HAVE (2) TWO PERSONNEL AVAILABLE WITH RADIOCOMMUNICATION FOR THE ENTIRE LENGTH OF THE WALK THROUGH.c.UNLESS NEW ISSUES ARISE BETWEEN WALK THROUGHS, ONLY THOSE ITEMSAS INDICATED ON THE WALK THROUGH FOR SUBSTANTIAL COMPLETIONPUNCH LIST WILL BE ADDRESSED. THIS VISUAL WALK THROUGH WILL CONSISTOF WALKING THROUGH THE PUNCH LIST ITEMS CREATED AT THE TIME OF THEWALK THROUGH FOR SUBSTANTIAL COMPLETION, AND EXAMININGOUTSTANDING ITEMS. ANY REMAINING DEFICIENCIES IN THE CONSTRUCTIONAND WORKMANSHIP OF THE LANDSCAPE AS COMPARED TO THE PUNCH LISTGENERATED AT THE TIME OF THE WALK THROUGH FOR SUBSTANTIALCOMPLETION, CONSTRUCTION DRAWINGS, DETAILS AND SPECIFICATIONS WILLBE NOTED.3.ONCE THE FINAL WALK THROUGH IS COMPLETED AND ALL ITEMS CREATED ON THEFINAL PUNCH LIST HAVE BEEN ADDRESSED, THE MAINTENANCE PERIOD MAYBEGIN. ANY ADDITIONAL WALK THROUGHS REQUIRED DUE TO CONTRACTORS'INABILITY TO ADDRESS ALL ISSUES ON THE PUNCH LISTS DESCRIBED ABOVE WILLBE PROVIDED AT THE CONTRACTOR'S EXPENSE.

DIAL TOLL FREE1-800-422-4133AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

FOR APPROVAL
462 STEVENS AVENUE, SUITE 107SOLANA BEACH, CA 92075-2042619-294-8484; FAX 619-574-0626 APPROVAL VALID FOR TWO (2) YEARS FROM DATE
16LANDSCAPE PLANS FOR:YYXX-XXXXXPLANNING PROJECT NO.SDPXX-XXXXMF XXXX 12/08/2025
BrettJ.AllenNo.6595
LICENSEDLANDSCAPEARCHITECTSTATEOFCALIFORNIA12/08/2025RENEWAL DATE: 12-31-25SIGNATURE 15 90
LS-3
DIAL TOLL FREE1-800-422-4133AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

FOR APPROVAL
462 STEVENS AVENUE, SUITE 107SOLANA BEACH, CA 92075-2042619-294-8484; FAX 619-574-0626 APPROVAL VALID FOR TWO (2) YEARS FROM DATE
16LANDSCAPE PLANS FOR:YYXX-XXXXXPLANNING PROJECT NO.SDPXX-XXXXMF XXXX 12/08/2025
BrettJ.AllenNo.6595
LICENSEDLANDSCAPEARCHITECTSTATEOFCALIFORNIA12/08/2025RENEWAL DATE: 12-31-25SIGNATURE PART 3 - EXECUTION3.01MAINTENANCE REQUIREMENTS DURING THE ONE HUNDRED TWENTY (120) DAY MAINTENANCE PERIOD:A.TREES:1.TREE MAINTENANCE AND CARE IS CONSIDERED ROUTINE ONGOING MAINTENANCE AND SHALL BEACCOMPLISHED AS SPECIFIED OR AS OFTEN AS NECESSARY DURING THE MAINTENANCE PERIOD. TREEMAINTENANCE AND CARE INCLUDES, STAKING TREES, ADJUSTMENT OF TIES AND SUPPORTS, REMOVALOF STAKES, WATERING, FERTILIZATION, PEST CONTROL, PRUNING, TURF CLEARANCE, MULCHCLEARANCE, REMOVAL OF BROKEN LIMBS AND BRANCHES, TREE REMOVAL/REPLACEMENT, AND FALLCLEANUP.2.THE CONTRACTOR SHALL MAINTAIN AND/OR REPLACE TREE STAKING AND GUYING AS NECESSARY ASSPECIFIED IN SECTION 329300 LANDSCAPING FOR THE DURATION OF THE MAINTENANCE PERIOD.STAKES, TIES AND SUPPORTS SHALL BE INSPECTED AND ADJUSTED MONTHLY TO PREVENT GIRDLINGAND RUBBING, AND TO PROMOTE NATURAL DEVELOPMENT OF TREES. STAKES, TIES, AND SUPPORTSSHALL BE REMOVED WHEN THE TREE BECOMES CAPABLE OF SUPPORTING ITSELF.3.TREES SHALL BE PRUNED ACCORDING TO THEIR NATURAL GROWTH CHARACTERISTICS TO EVENLY FORMAND BALANCE THE TREE AND TO PROMOTE PROPER HEALTH AND GROWTH IN ACCORDANCE WITHACCEPTED STANDARDS AND HORTICULTURAL PRACTICES OF THE NATIONAL ABORICULTURE SOCIETY, OFTHE WESTERN CHAPTER. ALL TREE MAINTENANCE MUST BE PERFORMED IN COMPLIANCE WITH ANSIZ133.1 SAFETY STANDARDS. TREE PRUNING SHALL INCLUDE ALL AREAS OF THE PROJECT, WHICH AREPERMANENTLY AND/OR TEMPORARILY IRRIGATED FOR THE DURATION OF THE MAINTENANCE PERIOD.ALL SUCKER GROWTH SHALL BE REMOVED FROM AND AROUND THE TREES. ALL TREES ARE TO BEINSPECTED MONTHLY TO IDENTIFY PRUNING NEEDS. PRUNING OR TRIMMING SHALL BE ACCOMPLISHEDAT ANY TIME DURING THE MAINTENANCE PERIOD AS REQUIRED IN ACCORDANCE WITH CONDITIONS (A)THROUGH (H) BELOW:a.REMOVE DEAD, DAMAGED OR DISEASED WOOD, OR STRUCTURALLY WEAK LIMBS THAT MAY CAUSE ASAFETY HAZARD. REMOVE INTERFERING BRANCHES, CROSSING AND RUBBING BRANCHES.b.REMOVE BRANCHES WHICH ENDANGER ROOFS, EAVES, AND WINDOWS OR HANG WITHIN EIGHT FEETOF SIDEWALKS, DRIVEWAYS, AND WHICH OBSTRUCT TRAFFIC SIGNS OR STREETLIGHTS. THISINCLUDES REMOVAL OF DEAD OR BROKEN BRANCHES ON THE GROUND OR STILL HANGING IN THETREE.c.PROVIDE CLEARANCE FOR BUSES, MOVING VANS AND SIMILAR VEHICLES ALONG STREETS.d.ELIMINATE AND PREVENT GROWTH INTO ELECTRICAL OR TELEPHONE TRANSMISSION LINES.ANTICIPATE THE EFFECTS OF WIND ON BRANCHES, WHICH MIGHT FALL ON TRANSMISSION LINES.SHAPE THE ENTIRE TREE RATHER THAN NOTCH THE TOP.e.PREVENT GROWTH OF TREES IN FRONT OF WINDOWS, OVER ENTRANCEWAYS AND WALKWAYS ANDWHICH WILL OBSTRUCT VISION AT STREET INTERSECTIONS.f.REMOVE PARTIALLY ATTACHED BROKEN LIMBS AND BRANCHES FROM TREES REGARDLESS OFDIAMETER OR LENGTH. PROVIDE STAKES OR BRACES AS REQUIRED FOR FUTURE PROTECTION.g."SKIRTING-UP" AND "POLLARDING" A TREE IS PROHIBITED.h.TOPPING OF TREES IS PROHIBITED.C.WEEDS, RODENT AND PEST CONTROL:1.WEED AND PEST CONTROL SHALL BE PERFORMED TO PREVENT ENCROACHMENT OF UNDESIRABLEVEGETATION AND NOXIOUS WEEDS, AND INFESTATION OF PEST (RODENT, INSECT AND FUNGUS) INTOESTABLISHED LANDSCAPES, INCLUDING LAWNS AND AROUND TREES, SHRUBS, FLOWER BEDS, ETC.NOXIOUS WEEDS IN LANDSCAPED AND NATURAL GROWTH AREAS, PLANT BEDS AND LANDSCAPED AREASSHALL NOT BE ALLOWED TO ESTABLISH THEMSELVES AND BE MAINTAINED WEED FREE. ADDITIONALLY,WEED CONTROL IS TO BE PERFORMED TO ELIMINATE GRASS AND WEEDS IN CRACKS AND JOINTS ON ALLPAVED AND CONCRETED AREAS. WEED CONTROL IS TO BE PERFORMED TO PREVENT THEENCROACHMENT OF VEGETATION INTO PERIMETER FENCES AND FIRE BREAKS. RODENT CONTROL SHALLBE PERFORMED AS REQUIRED TO MAINTAIN HEALTHY VIGOROUS PLANT GROWTH. LIVE OR DEADRODENTS SHALL BE REMOVED WITHIN 24 HOURS FROM THE PROJECT PROPERTY AND PROPERLYDISPOSED OF. TREES, SHRUBS, TURF AND VEGETATION SHALL BE PROTECTED FROM ALL VARIETIES OFINSECT AND RODENT DAMAGE. PESTICIDES MAY BE USED TO CONTROL PESTS. PESTICIDES ANDHERBICIDES SHALL BE USED IN A MANNER WHICH WILL NOT AFFECT LANDSCAPE PLANTS HEALTH.2.ALL PESTICIDES, INCLUDING HERBICIDES, INSECTICIDES, FUNGICIDES, ETC., SHALL BE APPLIED ONLY BYPERSONS HOLDING A VALID STATE LICENSE FOR EACH CATEGORY OF PEST CONTROL WORK INVOLVED.ANY REQUIRED STATE, COUNTY, OR LOCAL PERMITS FOR POSSESSION, PROCUREMENT, OR USE OF ANYPESTICIDE SHALL BE OBTAINED AND COMPLIED WITH AT NO ADDITIONAL EXPENSE TO THE OWNER.3.ALL PESTICIDES SHALL BE PROCURED, TRANSPORTED, STORED, HANDLED, AND APPLIED IN STRICTACCORDANCE WITH THE MANUFACTURER'S LABEL, WHICH SHALL BE REGISTERED WITH THEENVIRONMENTAL PROTECTION AGENCY AND THE STATE OF CALIFORNIA. THE CONTRACTOR SHALLCOMPLY WITH THE REQUIREMENTS OF THE FEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT, 40CFR 170-171, CCR TITLE 3, AND CCR TITLE 8. ALL PESTICIDE CONTAINERS SHALL BE MANAGED INACCORDANCE WITH THE REQUIREMENTS OF CCR TITLE 3, SECTION 6684 AND DISPOSED OF INACCORDANCE WITH CCR TITLE 22. EACH PESTICIDE FORMULATION SHALL BE REGISTERED FOR USEUNDER THE PARTICULAR ENVIRONMENTAL CONDITIONS UNDER WHICH IT WAS APPLIED. THECONTRACTOR SHALL EXERCISE EXTREME CARE TO PREVENT ANY DAMAGE OR ILLEGAL CONTAMINATIONBY PESTICIDES TO VEGETATION, WATER, FISH, ANIMALS, AND HUMANS. THE CONTRACTOR SHALL BEHELD RESPONSIBLE AND LIABLE FOR ALL DAMAGE, CONTAMINATION, AND EFFECTS RESULTING FROMCONTRACTOR'S PESTICIDE USE.4.PESTICIDE SPRAYING SHALL BE PERFORMED ONLY ON STILL DAYS AND WILL BE STOPPED WHENUNFAVORABLE WEATHER OR OTHER CONDITIONS EXIST WHICH WOULD UNDULY INCREASE THE HAZARDTO PERSONNEL OR DESIRABLE VEGETATION BY DRIFT, RUNOFF, OR LEACHING THROUGH THE SOIL. ANYPROJECT PROPERTY OR DESIRABLE VEGETATION DAMAGED BY THE CONTRACTOR DUE TO PESTICIDEAPPLICATIONS SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER.5.PESTICIDE RINSE WATER OR EXCESS PESTICIDES FROM CONTRACTOR OPERATIONS SHALL BECOLLECTED BY THE CONTRACTOR IN AN APPROPRIATE RECEPTACLE AND DISPOSED OF AT ANAPPROVED DISPOSAL SITE; OR SHALL BE APPLIED TO A SIMILAR TARGET AREA TO WHICH THE ORIGINALAPPLICATION WAS MADE AND IN THE SAME MANNER OF APPLICATION IF ALLOWED BY THE EPAREGISTERED LABEL.6.JOB SITE PESTICIDE APPLICATIONS SHALL BE MADE BY PERSONNEL CAPABLE OF IDENTIFYING THE PESTSPECIES TO BE CONTROLLED, KNOWLEDGEABLE OF CONTROL TECHNIQUES, AND ABLE TO APPLYPESTICIDE ACTIVE INGREDIENTS AT PRESCRIBED DOSAGES AND RATES OF APPLICATION, AS REQUIREDBY THE LABEL TO ACHIEVE THE REQUIRED CONTROL UNDER JOB SITE CONDITIONS, WITHOUT DANGER TOPEOPLE, PETS OR OTHER NON-TARGET ANIMALS, PLANTS, OR PROPERTY.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A SPILL KIT ON SERVICE VEHICLES AND FORREPORTING AND CLEANING PESTICIDE SPILLS AS REQUIRED BY STATE LAWS AND REGULATIONS. THECONTRACTOR SHALL SUBMIT A WRITTEN REPORT OF SPILLS ON OR IN PROJECT PROPERTY, WITHIN 8HOURS OF INCIDENT TO THE OWNER ON COMPANY LETTERHEAD.

D. IRRIGATION AND IRRIGATION SYSTEM MAINTENANCE:1.THE CONTRACTOR SHALL PLAN AND ADJUST IRRIGATION SCHEDULES FOR AUTOMATIC, HAND ORPORTABLE IRRIGATION SYSTEMS BASED ON MINIMAL WATER REQUIREMENTS WITH THE FOLLOWINGCONSIDERATIONS:a.THE PRECIPITATION RATES OF IRRIGATION COMPONENTSb.SOIL WATER INFILTRATION RATE AND HOLDING CAPACITYc.EXPOSUREd.PLANT MATERIALe.SITE CLIMATE CONDITIONSf.ET (EVAPOTRANSPIRATION) RATEg.SLOPEIT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ADJUST CONTROLLERS AND/OR HAND/PORTABLEIRRIGATION APPLICATION TO COMPENSATE FOR WEEKLY ENVIRONMENTAL CHANGES FOR THE DURATIONOF THE MAINTENANCE PERIOD. THE CONTRACTOR SHALL PERFORM IRRIGATION IN A MANNER THATPROMOTES THE HEALTH, GROWTH, COLOR AND APPEARANCE OF CULTIVATED VEGETATION WHILEPREVENTING OVER WATERING, WATER RUN-OFF, EROSION2.IRRIGATION INCLUDES WATERING OF SHRUBS, VINES, TREES AND PLANTS FOR PERMANENTLYIRRIGATED SLOPES AND FLAT AREAS. CARE SHALL BE EXERCISED BY REGULATING THE TIME ANDEQUIPMENT TO PREVENT WASTING OF WATER. SPRINKLER HEADS SHALL BE ADJUSTED TO PREVENTWATER SPRAY ON BUILDINGS, SIDEWALKS, WALLS, MONUMENTS AND ADJACENT HARDSCAPE. IT SHALLBE THE CONTRACTOR'S RESPONSIBILITY TO APPLY ENOUGH WATER TO ENSURE AND MAINTAIN THEHEALTH AND VIGOR OF ALL SHRUBS, TREES, AND PLANTED AREAS. IRRIGATION CONTROLLERS SHALL BEPROGRAMMED FOR NO IRRIGATION DURING PERIODS OF RAIN THAT EXCEED TWELVE HOURS OFRAINFALL IN ONE DAY OR DURING RAIN STORMS OF ONE DAY OR MORE. ONCE RAIN HAS SUBSIDEDCONTROLLERS SHALL BE REPROGRAMMED FOR IRRIGATION OPERATIONS. CONTROLLERS SHALL ALSOBE CHECKED AND RESET IF NECESSARY AFTER POWER OUTAGES.3.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT NECESSARY TO PERFORM ALL IRRIGATIONOPERATIONS. FOR TEMPORARILY IRRIGATED SLOPES, FLAT AREAS AND TREES WITHIN FUTURE PRIVATELOTS THAT REQUIRE MANUAL IRRIGATION, THE CONTRACTOR SHALL PROVIDE HOSES AND IRRIGATIONEQUIPMENT TO ADEQUATELY IRRIGATE THIS PLANT MATERIAL FOR THE DURATION OF THE MAINTENANCEPERIOD. IN THE EVENT THAT AN AREA HAS NO WATER SUPPLY DUE TO A SYSTEM FAILURE, THECONTRACTOR SHALL PROVIDE A SUPPLY BY EITHER HOSE OR TRUCK. ALL VALVES AND VALVE BOXCOVERS SHALL BE KEPT CLOSED AT ALL TIMES EXCEPT WHEN IN ACTUAL USE.4.IRRIGATION EQUIPMENT SHALL BE KEPT CLEAR OF ANY OBSTRUCTIONS INCLUDING PLANT MATERIAL.DIRT OR OTHER DEBRIS SURROUNDING SPRINKLER HEADS, WHICH PREVENTS PROPER OPERATION,SHALL BE REMOVED. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE TO PROJECTPROPERTY CAUSED BY CARELESS HANDLING OF IRRIGATION EQUIPMENT INCLUDING SLOPE FAILURE ATNO ADDITIONAL COST TO THE OWNER.5.THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF ALL COMPONENTS OF THEIRRIGATION SYSTEM FOR THE DURATION OF THE MAINTENANCE PERIOD. THIS INCLUDES IRRIGATIONEQUIPMENT ITEMS AS SHOWN ON THE ORIGINAL IRRIGATION DRAWINGS. MAINTENANCE AND REPAIRSOF IRRIGATION EQUIPMENT DURING THE MAINTENANCE PERIOD SHALL BE DONE AT NO ADDITIONALCOST TO THE OWNER. MAINTENANCE SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING:a.REPAIR OR REPLACE BROKEN, MISSING, OR INOPERATIVE POP-UP SPRAY HEADS AND POP-UPROTORS.b.REPAIR OR REPLACE DEFECTIVE SPRINKLER HEAD RISERS, ROTORS ON RISERS, FITTINGS, SWINGARMS AND BREAKS IN PIPING. ADJUST AND ALIGN RISERS. REPAIRS SHALL INCLUDE ALL FITTINGSAS SPECIFIED IN THE ORIGINAL IRRIGATION DRAWINGS.c.CLEAN AND ADJUST POP-UP SPRAYHEADS, POP-UP ROTORS, SPRINKLER HEAD RISERS ANDROTORS ON RISERS AND THEIR GEARS AND/OR MECHANISMS, CHECK AND ADJUST FOR PROPERCOVERAGE.d.REMOVE DIRT AND DEBRIS FROM AROUND POP-UP SPRAY HEADS AND POP-UP ROTORS.e.REPAIR OR REPLACE DEFECTIVE OR MALFUNCTIONING CONTROL VALVES (ELECTRIC AND/ORMANUAL) FLOW SENSORS AND MASTER VALVES. CLEAN AND SERVICE VALVES. THE CONTRACTORSHALL REPLACE ANY DAMAGED OR MISSING VALVE BOXES OR VALVE LIDS. VALVE BOX LIDS SHALLBE KEPT IN PLACE AT ALL TIMES. BARRICADES SHALL BE PLACED OVER ANY VALVE BOXES WITHMISSING LIDS UNTIL REPLACED. VALVE BOXES SHALL BE KEPT LEVEL WITH EXISTING GRADE ASSHOWN ON THE DRAWINGS.f.MAINTAIN, SERVICE, REPAIR OR REPLACE CENTRAL CONTROLLER SYSTEMS AS SPECIFIED BY THEPRODUCT MANUFACTURER.g.SYSTEM REPAIRS AND REPLACEMENT SHALL BE ACCOMPLISHED WITH NEW PARTS ANDEQUIPMENT THAT ARE IDENTICAL TO EXISTING.h.THE CONTRACTOR IS RESPONSIBLE FOR REQUIRED IRRIGATION BY ANY MEANS DURING THEPERIODS OF SYSTEM BREAKDOWN.E.FERTILIZER APPLICATION DURING THE MAINTENANCE PERIOD:1.APPLY FERTILIZER IN A MANNER THAT PROMOTES HEALTH, GROWTH, COLOR AND APPEARANCE OFCULTIVATED VEGETATION AT APPLICATIONS RATES DESCRIBED IN SECTIONS 329300 LANDSCAPING FORTHE DURATION OF THE MAINTENANCE PERIOD.F. FALLEN VEGETATION AND DEBRIS REMOVAL:1.THE CONTRACTOR SHALL POLICE THE ENTIRE PROJECT AREA INCLUDING ALL PAVED AREAS, PLANTERS,LAWN AREAS, SIDEWALKS (INCLUDING COMMON AREA SIDEWALKS) AND TRASH ENCLOSURES ANDCOLLECT FALLEN LEAVES, BRANCHES AND LIMBS REGARDLESS OF LENGTH OR DIAMETER, DEADVEGETATION, PAPER, TRASH, CIGARETTE BUTTS, GARBAGE, ROCKS, AND ANY AND ALL OTHER DEBRISTO PREVENT UNSIGHTLY AND INORDINATE ACCUMULATIONS DURING NORMAL MAINTENANCE WORKINGHOURS. SIDEWALKS SHALL BE SWEPT OR WASHED AS NECESSARY TO KEEP FREE OF TRASH ANDGRAFFITI. COLLECTED ITEMS SHALL BE PROMPTLY REMOVED AND TAKEN TO A LEGAL DISPOSAL SITE.G.REMOVAL OF DEAD ANIMALS:1.REMOVAL AND LEGAL DISPOSAL OF ANIMAL CARCASSES ARE CONSIDERED A NORMAL MAINTENANCETASK FOR THE DURATION OF THE MAINTENANCE PERIOD. DEAD CARCASSES SHALL BE LEGALLYREMOVED IMMEDIATELY WHEN DISCOVERED BY THE CONTRACTOR.H.EROSION CONTROL:

3.09MAINTENANCE PERIOD:A.THE MAINTENANCE PERIOD SHALL LAST FOR NINETY (90) DAYS AFTER NOTIFICATION FROM THE LANDSCAPEARCHITECT OF A SUCCESSFUL FINAL WALK THROUGH AND WILL BEGIN ONCE ALL ITEMS ON THE FINAL WALKTHROUGH PUNCH LIST HAVE BEEN SATISFACTORILY ADDRESSED BY A WRITTEN STATEMENT INDICATINGSUCH FROM THE LANDSCAPE ARCHITECT TO THE OWNER.1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND FOLLOWING ANY MAINTENANCE MANUALSCREATED SPECIFICALLY FOR THE PROJECT FROM THE OWNER AT THE BEGINNING OF THEMAINTENANCE PERIOD.2.ONCE THE CONTRACTOR HAS FULFILLED ALL MAINTENANCE AGREEMENT OBLIGATIONS THEMAINTENANCE PERIOD WILL END SEE SECTION 320533 LANDSCAPE MAINTENANCE, FOR MAINTENANCERESPONSIBILITIES.END OF SECTION 329300 SECTION 32 05 33LANDSCAPE MAINTENANCEPART 1 - GENERAL1.01SUMMARYA.THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARYTO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE CONDITIONS OF THECONTRACT AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN.1.02RELATED REQUIREMENTS:A.SECTION 32 93 00 LANDSCAPING1.03DEFINITIONS:A.PESTICIDE: INCLUDES ANY OF THE FOLLOWING:4.FUMIGANT5.HERBICIDE6.INSECTICIDE7.FUNGICIDE8.RODENT REPELLENTS.B.PLANTING BED: AN AREA COMPRISED OF TREES, SHRUBS, FLOWERS, OR GROUND COVER, EXCLUDINGGRASS.1.04DELIVERY, STORAGE AND HANDLING OF MATERIALS FOR PERMENANTLY IRRIGATED SLOPES AND FLATAREAS:C.FERTILIZER, GYPSUM, AND IRON SULPHATE: DELIVER TO THE SITE IN ORIGINAL CONTAINERS BEARINGMANUFACTURER'S CHEMICAL ANALYSIS, NAME, TRADE NAME, OR TRADEMARK, AND INDICATION OFCONFORMANCE TO STATE AND FEDERAL LAWS. INSTEAD OF CONTAINERS, FERTILIZER, AND GYPSUM MAYBE FURNISHED IN BULK WITH A CERTIFICATE INDICATING THE ABOVE INFORMATION.B. PESTICIDES: DELIVER TO THE SITE IN ORIGINAL CONTAINERS WITH LEGIBLE LABEL INDICATINGENVIRONMENTAL PROTECTION AGENCY (EPA) REGISTRATION NUMBER AND MANUFACTURER'S REGISTEREDUSES.1.05STORAGE FOR PERMANENTLY IRRIGATED SLOPES AND FLAT AREAS:A.FERTILIZER, GYPSUM, IRON SULPHATE, AND MULCH: STORE IN DRY LOCATIONS AWAY FROM CONTAMINANTS.B.PESTICIDES: DO NOT STORE WITH OTHER MAINTENANCE MATERIAL. STORE HERBICIDES "DOWNWIND,"RELATIVE TO THE AIRFLOW FROM OTHER PESTICIDES.1.06HANDLING FOR PERMANENTLY IRRIGATED SLOPES AND FLAT AREAS:A.DO NOT DROP OR DUMP MATERIALS FROM VEHICLES.PART 2 - PRODUCTS2.01PH ADJUSTERS:A.SEE SPECIFICATION SECTION: 32 93 00 LANDSCAPING2.02SOIL CONDITIONERS:A.SEE SPECIFICATION SECTION: 32 93 00 LANDSCAPING2.03PLANTING BACKFILL:A.SEE SPECIFICATION SECTION: 32 93 00 LANDSCAPING2.04FERTILIZERS:A.SEE SPECIFICATION SECTION: 32 93 00 LANDSCAPING2.05WATER:A.SEE SPECIFICATION SECTION: 32 93 00 LANDSCAPING2.06PESTICIDES:A.SEE SPECIFICATION SECTION: 32 93 00 LANDSCAPING

1.THE CONTRACTOR IS RESPONSIBLE FOR DAILY VISUAL INSPECTION OF SLOPES AND IMMEDIATELYREPORTING AREAS EXPERIENCING EROSION TO THE LANDSCAPE ARCHITECT AND/OR OWNER'SREPRESENTATIVE ON THE SAME DAY NOTICED. IF THE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPEARCHITECT AND/OR OWNER'S REPRESENTATIVE OF AREAS EXPERIENCING EROSION ON THE SAME DAYNOTICED, THEN THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ANY EROSION CONTROLMEASURES AND/OR REPAIRS AS DIRECTED BY THE LANDSCAPE ARCHITECT AND/OR OWNER'SREPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER.2.UPON NOTIFICATION AND AGREEMENT OF THE APPLICABLE EROSION CONTROL MEASURE BY THELANDSCAPE ARCHITECT, THE OWNER AND THE CONTRACTOR, THE CONTRACTOR IS RESPONSIBLE FORIMMEDIATELY REPAIRING AND CORRECTING ANY PROGRESSIVE RILLING THAT MAY OCCUR.3.EROSION CONTROL MEASURES MAY INCLUDE BUT NOT BE LIMITED TO:a.FILLINGb.RAKINGc.REDIRECTING RUNOFFd.PROPERLY PROGRAMMING IRRIGATION OPERATIONSe.REPLANTINGf.PROVIDING ADDITIONAL EROSION CONTROL MATERIALS SUCH AS: .1 JUTE MATTING .2 FILTER FABRIC .3 HAY BALES .4 HAY ROLLS .5 SILT FENCING .6 SAND BAGS .7 AND/OR OTHER EROSION CONTROL ITEMS AS REQUIRED TO MAINTAIN HEALTHY PLANTMATERIAL AND STABLE SLOPES.4.ADDITIONAL EROSION CONTROL MEASURES REQUIRED DUE TO IRRIGATION OPERATIONS PROGRAMMEDBY THE CONTRACTOR THAT DID NOT TAKE INTO ACCOUNT CYCLE AND SOAK FUNCTIONS OF THECONTROLLER WILL BE INSTALLED AND/OR REPAIRED AS DIRECTED BY THE LANDSCAPE ARCHITECTAND/OR OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER.I.FREQUENCY OF MAINTENANCE OPERATIONS:TASK: FREQUENCY:SHRUB AND VINE RESTORATION AND REPLACEMENT:AS REQUIREDWEEDING: DAILYPRUNING: AS REQUIREDTREE REPLACEMENT: AS REQUIREDTREE STAKING: AS REQUIREDPESTICIDE APPLICATIONS: AS REQUIREDDEBRIS REMOVAL & DISPOSAL: AS REQUIREDIRRIGATION SYSTEM MAINTENANCE: AS REQUIREDFERTILIZER APPLICATION: AS REQUIREDFALLEN VEGETATION AND DEBRIS REMOVAL: TWICE WEEKLYREMOVAL OF DEAD ANIMALS: AS REQUIREDRE-MULCHING (MAINTAINED AT 3 INCHES): AS REQUIREDEROSION CONTROL:AS REQUIREDJ.AT THE END OF THE ONE HUNDRED TWENTY (120) DAY MAINTENANCE PERIOD, THE CONTRACTOR SHALLREQUEST A POST-MAINTENANCE WALK THROUGH WITH THE LANDSCAPE ARCHITECT. PRIOR TO REQUESTINGTHIS WALK THROUGH THE FOLLOWING REQUIREMENTS MUST BE ENTIRELY SATISFIED:8.ANY OUTSTANDING MAINTENANCE ITEMS THAT WERE PREVIOUSLY DIRECTED TO BE COMPLETED BYTHE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE.K.PRELIMINARY POST MAINTENANCE WALK THROUGH: ONCE THE ABOVE REQUIREMENTS HAVE BEEN MET APRELIMINARY POST MAINTENANCE WALK THROUGH MAY BE SCHEDULED. AT THE PRELIMINARY POSTMAINTENANCE WALK THROUGH, THE FOLLOWING PROCEDURES WILL BE USED:1.CONTRACTOR MUST HAVE (2) TWO PERSONNEL AVAILABLE WITH RADIO COMMUNICATION FOR THEENTIRE LENGTH OF THE WALK THROUGH.2.A VISUAL WALK THROUGH OF THE ENTIRE LANDSCAPE AREA WILL TAKE PLACE CONSISTING OF ANEXAMINATION OF PLANTING AREAS AND NOTING ANY REMAINING MAINTENANCE ITEMS TO BECOMPLETED.3.ONCE THE PRELIMINARY POST MAINTENANCE WALK THROUGH HAS BEEN COMPLETED, THE LANDSCAPEARCHITECT SHALL PREPARE A PUNCH LIST OF OUTSTANDING ITEMS TO BE COMPLETED AND WILLPROVIDE A COPY OF THIS LIST TO THE OWNER AND CONTRACTOR FOR REVIEW AND USE. IT IS THECONTRACTOR'S RESPONSIBILITY TO REPAIR, REPLACE, AND ADJUST ALL ITEMS ON THE PUNCH LISTPRIOR TO REQUESTING A FINAL POST MAINTENANCE WALK THROUGH.L.FINAL POST MAINTENANCE WALK THROUGH: BEFORE COMMENCEMENT OF A FINAL POST MAINTENANCEWALK THROUGH, EACH ITEM ON THE PRELIMINARY POST MAINTENANCE WALK THROUGH PUNCH LIST MUSTBE THOROUGHLY SATISFIED, ADDRESSED, AND RESOLVED BY THE CONTRACTOR. ONCE THE ABOVEREQUIREMENT HAS BEEN MET A FINAL POST MAINTENANCE WALK THROUGH MAY BE REQUESTED. AT THEFINAL POST MAINTENANCE WALK THROUGH, THE FOLLOWING PROCEDURES WILL BE USED:1.CONTRACTOR MUST HAVE (2) TWO PERSONNEL AVAILABLE WITH RADIO COMMUNICATION FOR THEENTIRE LENGTH OF THE WALK THROUGH.2.ONLY THOSE ITEMS AS INDICATED ON THE PRELIMINARY POST MAINTENANCE WALK THROUGH PUNCHLIST WILL BE ADDRESSED. THIS VISUAL WALK THROUGH WILL CONSIST OF WALKING THROUGH THEPUNCH LIST ITEMS CREATED AT THE TIME OF THE PRELIMINARY POST MAINTENANCE WALK THROUGH,AND EXAMINING OUTSTANDING ITEMS. ANY REMAINING DEFICIENCIES IN THE MAINTENANCE OF THEWETLANDS MITIGATION WILL BE NOTED.3.ONCE THE FINAL POST MAINTENANCE WALK THROUGH IS COMPLETED AND ANY OUTSTANDING ITEMSCREATED ON THE FINAL PUNCH LIST HAVE BEEN ADDRESSED THE MAINTENANCE PERIOD MAY END.ANY ADDITIONAL WALK THROUGHS REQUIRED DUE TO CONTRACTORS' INABILITY TO ADDRESS ALLISSUES ON THE PUNCH LISTS DESCRIBED ABOVE WILL BE PROVIDED AT THE CONTRACTOR'S EXPENSE. END OF SECTION 32 05 33 16 91
92 City of San Marcos
1 Civic Center Drive
San Marcos, CA 92069

MEMORANDUM

C I T Y O F S A N M A R C O S , C A L I F O R N I A 1 Civic Center Drive | San Marcos, CA 92069 | (760) 744-1050 1 To: City Council
From: Development Services
Date: January 27, 2026
Subject: Errata – Item #6 - San Elijo Hills Park Assessor’s Parcel Numbers (APNs)

This errata memorandum corrects an error contained in Item #6 of the City Council agenda packet regarding an agreement with the San Elijo Hills Community Association (HOA) for the privately funded construction of public improvements at San Elijo Hills Park.

The staff report and resolution currently lists the Assessor Parcel Numbers (APNs) as:
• 223-041-06
• 223-041-09
• 223-041-10
The following APN number should also be included:
• 223-040-18

No other portions of the recommended action are affected by this correction.

93 RESOLUTION NO. 2026-XXXX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN MARCOS

AUTHORIZING THE CITY MANAGER TO NEGOTIATE AN AGREEMENT

WITH THE SAN ELIJO HILLS COMMUNITY ASSOCIATION FOR THE

CONSTRUCTION OF PRIVATELY FUNDED IMPROVEMENTS AT SAN

ELIJO HILLS PARK , AND TO FINALIZE, EXECUTE, AND IMPLEMENT

SAID AGREEMENT AND ASSOCIATED DOCUMENTS AND ACTIONS

WHEREAS, the City of San Marcos (“City”) is the owner of San Elijo Hills Park , Assessor’s Parcel Numbers (APN) 223-041-06, 223-041-09, and 223-041-10, and City leases from the San Diego County Water Authority for park purposes APN 223-040-18, all located in the northwesterly quadrant of the intersection of San Elijo Road and Elfin Forest Road (Park); and
WHEREAS, the Park is a City-owned and City-maintained public park facility; and WHEREAS, the San Elijo Hills Community Association (HOA), in coordination with and by and through community representatives from the San Elijo Hills Foundation (SEHF), jointly, “Project Proponents,” have proposed that the HOA will privately fund and construct enhancements to the Park, including but not limited to an improved dog park, a skatepark, and other potential future additional recreational amenities; and WHEREAS, the construction of the proposed improvements would be funded entirely through private sources, including HOA funds, community contributions, and other sources offered through the Project Proponents and would not require City capital funding for construction; and
WHEREAS, on September 12, 2023, the City Council authorized the City Manager to permit preliminary design and exploratory work associated with the proposed Park improvements; and
WHEREAS, SEHF has identified and prioritized proposed park enhancements, conducted public outreach including a noticed community workshop on October 19, 2023, and has indicated on behalf of Project Proponents that the improvements may be constructed in phases, subject to available private funding and City approvals; and WHEREAS, any privately constructed improvements within the Park would be subject to City review, permitting, inspection, and compliance with all applicable City standards, regulations, and construction requirements including, but not limited to, execution of appropriate right-of-entry agreements and engineering permits, and meeting all City surety and insurance requirements; and
94 Resolution No. 2022-XXXX