Solana Beach City Council
January 10, 2024

Solana Beach City Council Regular Meeting Agenda January 10, 2024 Page 1 of 7 AGENDA
Joint REGULAR Meeting
Wednesday, January 10, 2024 * 6:00 p.m.

City Hall / Council Chambers, 635 S. Highway 101, Solana Beach, California ➢ City Council meetings are video recorded and archived as a permanent record. The video recording captures the complete proceedings of the meeting and is available for viewing on the City's website. ➢ Posted Reports & Supplemental Docs contain records up to the cut off time prior to meetings for processing new submittals. Complete records containing meeting handouts, PowerPoints, etc. can be obtained through a Records Request.

PUBLIC MEETING ACCESS
The Regular Meetings of the City Council are scheduled for the 2nd and 4th Wednesdays and are broadcast live. The video taping of meetings are maintained as a permanent record and contain a detailed account of the proceedings. Council meeting tapings are archived and available for viewing on the City’s Public Meetings webpage.

WATCH THE MEETING
• Live web-streaming: Meetings web-stream live on the City’s website on the City’s Public Meetings webpage.

Find the large Live Meeting button.
• Live Broadcast on Local Govt. Channel: Meetings are broadcast live on Cox Communications - Channel 19 / Spectrum (Time Warner)-Channel 24 / AT&T U-verse Channel 99. • Archived videos online: The video taping of meetings are maintained as a permanent record and contain a detailed account of the proceedings. Council meeting tapings are archived and available for viewing on the City’s Public Meetings webpage.

AGENDA MATERIALS
A full City Council agenda packet including relative supporting documentation is available at City Hall, the Solana Beach Branch Library (157 Stevens Ave.), La Colonia Community Ctr., and online www.cityofsolanabeach.org. Agendas are posted at least 72 hours prior to regular meetings and at least 24 hours prior to special meetings. Writings and documents regarding an agenda of an open session meeting, received after the official posting, and distributed to the Council for consideration, will be made available for public viewing at the same time. In addition, items received at least 1 hour 30 minutes prior to the meeting time will be uploaded online with the agenda posting. Materials submitted for consideration should be forwarded to the City Clerk’s Department 858-720-2400. The designated location for viewing of hard copies is the City Clerk’s office at City Hall during normal business hours.

PUBLIC COMMENTS
Written correspondence (supplemental items) regarding an agenda item at an open session meeting should be submitted to the City Clerk’s Office at [email protected] with a) Subject line to include the meeting date b) Include the Agenda Item # as listed on the Agenda. o Correspondence received after the official posting of the agenda, but two hours prior to the meeting start time, on the meeting day, will be distributed to Council and made available online along with the agenda posting. All submittals received before the start of the meeting will be made part of the record. o Written submittals will be added to the record and not read out loud.

And/Or
Verbal Comment Participation:

Please submit a speaker slip to the City Clerk prior to the meeting, or the announcement of the Section/Item, to provide public comment. Allotted times for speaking are outlined on the speaker’s slip for each agenda section: Oral Communications, Consent, Public Hearings and Staff Reports.

Public speakers have 3 minutes each to speak on each topic. Time may be donated by another individual

CITY OF SOLANA BEACH

SOLANA BEACH CITY COUNCIL, SUCCESSOR AGENCY TO THE REDEVELOPMENT AGENCY,

PUBLIC FINANCING AUTHORITY, & HOUSING AUTHORITY
Solana Beach City Council Regular Meeting Agenda January 10, 2024 Page 2 of 7 who is present at the meeting to allow an individual up to 6 minutes to speak. Group: Time may be donated by two individuals who are present at the meeting allowing an individual up to 10 minutes to speak. Group Hearings: For public hearings only, time may be donated by two individuals who are present at the meeting allowing an individual up to 15 minutes to speak.

SPECIAL ASSISTANCE NEEDED
In compliance with the Americans with Disabilities Act of 1990, persons with a disability may request an agenda in appropriate alternative formats as required by Section 202. Any person with a disability who requires a modification or accommodation in order to participate in a meeting should direct such request to the City Clerk’s office (858) 720-2400 at least 72 hours prior to the meeting.

As a courtesy to all meeting attendees, please set all electronic devices to silent mode and engage in conversations outside the Council Chambers.

CITY COUNCILMEMBERS
Lesa Heebner
Mayor
Jewel Edson
Deputy Mayor / Councilmember District 3
Kristi Becker
Councilmember District 2
Jill MacDonald
Councilmember District 4
David A. Zito
Councilmember District 1
Gregory Wade
City Manager
Johanna Canlas
City Attorney
Angela Ivey
City Clerk
SPEAKERS:

Please submit your speaker slip to the City Clerk prior to the meeting or the announcement of the Item. Allotted times for speaking are outlined on the speaker’s slip for Oral Communications, Consent, Public Hearings and Staff Reports.

READING OF ORDINANCES AND RESOLUTIONS:

Pursuant to Solana Beach Municipal Code Section 2.04.460, at the time of introduction or adoption of an ordinance or adoption of a resolution, the same shall not be read in full unless after the reading of the title, further reading is requested by a member of the Council. If any Councilmember so requests, the ordinance or resolution shall be read in full. In the absence of such a request, this section shall constitute a waiver by the council of such reading.

CALL TO ORDER AND ROLL CALL:

CLOSED SESSION REPORT:

FLAG SALUTE:

APPROVAL OF AGENDA:

PROCLAMATIONS/CERTIFICATES: Ceremonial
None at the posting of this agenda
PRESENTATIONS: Ceremonial items that do not contain in-depth discussion and no action/direction. • San Diego County Sheriff’s Annual Report
Solana Beach City Council Regular Meeting Agenda January 10, 2024 Page 3 of 7 ORAL COMMUNICATIONS:

Comments relating to items on this evening’s agenda are taken at the time the items are heard. This portion of the agenda provides an opportunity for members of the public to address the City Council on items relating to City business and not appearing on today’s agenda by submitting a speaker slip (located on the back table) to the City Clerk. Pursuant to the Brown Act, no action shall be taken by the City Council on public comment items. Council may refer items to the City Manager for placement on a future agenda. The maximum time allotted for each presentation is THREE MINUTES. No donations of time are permitted (SBMC 2.04.190). Please be aware of the timer light on the Council Dais.

COUNCIL COMMUNITY ANNOUNCEMENTS / COMMENTARY:

An opportunity for City Council to make brief announcements or report on their activities. These items are not agendized for official City business with no action or substantive discussion.

A. CONSENT CALENDAR: (Action Items) (A.1. - A.7.)
Items listed on the Consent Calendar are to be acted in a single action of the City Council unless pulled for discussion. Any member of the public may address the City Council on an item of concern by submitting to the City Clerk a speaker slip (located on the back table) before the Consent Calendar is addressed. Those items removed from the Consent Calendar by a member of the Council will be trailed to the end of the agenda, while Consent Calendar items removed by the public will be heard immediately after approval of the Consent Calendar to hear the public speaker.

All speakers should refer to the public comment section at the beginning of the agenda for details.

Please be aware of the timer light on the Council Dais.

A.1. Minutes of the City Council.

Recommendation: That the City Council

1. Approve the Minutes of the City Council meetings held on December 13, 2023.

Item A.1. Report (click here)
A.2. Register Of Demands. (File 0300-30)
Recommendation: That the City Council

1. Ratify the list of demands for November 25, 2023 – December 15, 2023.

Item A.2. Report (click here)
A.3. General Fund Adopted Budget for Fiscal Year 2023/2024 Changes. (File 0330-30) Recommendation: That the City Council

1. Receive the report listing changes made to the Fiscal Year 2023-2024 General Fund Adopted Budget.

Item A.3. Report (click here)
Solana Beach City Council Regular Meeting Agenda January 10, 2024 Page 4 of 7 A.4. 2024 City Council Meeting Schedule Planning. (File 0410-05) Recommendation: That the City Council

1. Review, edit, and/or approve a 2024 anticipated Council Meeting schedule with proposed cancellations and/or additional meetings.

Item A.4. Report (click here)
A.5. Fire Station Garage Doors Replacement, Maintenance, and As-Needed Repair Services. (File 0700-14)
Recommendation: That the City Council

1. Adopt Resolution 2024-001:
a. Ratifying the City Manager’s decision to execute amendment No. 2 to the Professional Services Agreement with National Garage Door, in an amount of $48,000, for a total not to exceed amount of $230,900 for Fiscal Year 2023/24. b. Authorizing a transfer of $48,000 from the CIP Fund unallocated fund balance for Fiscal Year 2023/24.
c. Authorizing the City Treasurer to amend the Fiscal Year 2023/24 Adopted Budget accordingly.

Item A.5. Report (click here)
A.6. Fiscal Year 2022-23 Street Maintenance and Repair Project. (File 0820-35) Recommendation: That the City Council

1. Adopt Resolution 2024-004:
a. Authorizing the City Council to accept, as complete, the FY 2022-23 Street Maintenance & Repair Project, Bid No. 2023-07, performed by Quality Construction & Engineering.
b. Authorizing the City Clerk to file a Notice of Completion.

Item A.6. Report (click here)
A.7. Code Compliance Vehicle Replacement. (File 0370-26) Recommendation: That the City Council

1. Approve Resolution 2024-008 authorizing the purchase of two (2) new Ford Maverick Hybrid pick-up trucks, with equipment upfits, for $96,680.46 for the Code Compliance Division.

Item A.7. Report (click here)
NOTE: The City Council shall not begin a new agenda item after 10:30 p.m. unless approved by a unanimous vote of all members present. (SBMC 2.04.070) B. PUBLIC HEARINGS: (B.1.)
This portion of the agenda provides citizens an opportunity to express their views on a specific issue as required by law after proper noticing by submitting a speaker slip (located on the back table) to the Solana Beach City Council Regular Meeting Agenda January 10, 2024 Page 5 of 7 City Clerk. After considering all of the evidence, including written materials and oral testimony, the City Council must make a decision supported by findings and the findings must be supported by substantial evidence in the record. An applicant or designee(s) for a private development/business project, for which the public hearing is being held, is allotted a total of fifteen minutes to speak, as per SBMC 2.04.210. A portion of the fifteen minutes may be saved to respond to those who speak in opposition. All other speakers should refer to the public comment section at the beginning of the agenda for time allotment. Please be aware of the timer light on the Council Dais.

B.1. Public Hearing: 825 S. Sierra Ave., Applicant: Del Mar Beach Club Homeowners Association, Case: CUP23-001. (File 0600-40)
Recommendation: That the City Council

1. Conduct the Public Hearing: Open the Public Hearing, Report Council Disclosures, Receive Public Testimony, and Close the Public Hearing.

2. Find the Proposed Project exempt from the requirements of CEQA pursuant to 2023 State California CEQA Guidelines §15269 as emergency conditions exist onsite. The project could also be found exempt from the requirements of CEQA pursuant to Section 152301 of the State California CEQA Guidelines.

3. Adopt Resolution 2024-010 conditionally approving a Conditional Use Permit for maintenance and repair of the southern 170 feet of an existing 540-foot lower bluff seawall and an upper bluff drilled pier wall running east to west along the southern property line at 825 S. Sierra Avenue, Solana Beach.

Item B.1. Report (click here)
C. STAFF REPORTS: (C.1.)
Submit speaker slips to the City Clerk.

All speakers should refer to the public comment section at the beginning of the agenda for time allotments. Please be aware of the timer light on the Council Dais.

C.1. Army Corps Beach Sand Project Presentation.

No recommendation or report.

WORK PLAN COMMENTS:

Adopted June 28, 2023
COMPENSATION & REIMBURSEMENT DISCLOSURE:

GC: Article 2.3. Compensation: 53232.3. (a) Reimbursable expenses shall include, but not be limited to, meals, lodging, and travel. 53232.3 (d) Members of a legislative body shall provide brief reports on meetings attended at the expense of the local agency “City” at the next regular meeting of the legislative body.

COUNCIL COMMITTEE REPORTS: Council Committees
REGIONAL COMMITTEES: (outside agencies, appointed by this Council) a. City Selection Committee (meets twice a year) Primary-Heebner, Alternate-Edson b. Clean Energy Alliance (CEA) JPA: Primary-Becker, Alternate-Zito c. County Service Area 17: Primary-MacDonald, Alternate-Edson d. Escondido Creek Watershed Authority: Becker / Staff (no alternate). e. League of Ca. Cities’ San Diego County Executive Committee: Primary-MacDonald, Alternate-Becker. Subcommittees determined by its members.

Solana Beach City Council Regular Meeting Agenda January 10, 2024 Page 6 of 7 f. League of Ca. Cities’ Local Legislative Committee: Primary-MacDonald, Alternate-Becker g. League of Ca. Cities’ Coastal Cities Issues Group (CCIG): Primary-MacDonald, Alternate-Becker
h. North County Dispatch JPA: Primary-MacDonald, Alternate-Becker i. North County Transit District: Primary-Edson, Alternate-MacDonald j. Regional Solid Waste Association (RSWA): Primary-Zito, Alternate-MacDonald k. SANDAG: Primary-Heebner, 1st Alternate-Zito, 2nd Alternate-Edson. Subcommittees determined by its members.
l. SANDAG Shoreline Preservation Committee: Primary-Becker, Alternate-Zito m. San Dieguito River Valley JPA: Primary-MacDonald, Alternate-Becker n. San Elijo JPA: Primary-Zito, Primary-Becker, Alternate-City Manager o. 22nd Agricultural District Association Community Relations Committee: Primary-Edson, Primary-Heebner
STANDING COMMITTEES: (All Primary Members) (Permanent Committees) a. Business Liaison Committee – Zito, Edson
b. Fire Dept. Management Governance & Organizational Evaluation – Edson, MacDonald c. Highway 101 / Cedros Ave. Development Committee – Heebner, Edson d. Parks and Recreation Committee – Zito, Edson
e. Public Arts Committee – Edson, Heebner
f. School Relations Committee – Becker, MacDonald
g. Solana Beach-Del Mar Relations Committee – Heebner, Edson

CITIZEN COMMISSION(S)
a. Climate Action Commission – Zito, Becker
ADJOURN:

Next Regularly Scheduled Meeting is January 24, 2024
Always refer to the City’s website Event Calendar for an updated schedule or contact City Hall. www.cityofsolanabeach.org 858-720-2400

AFFIDAVIT OF POSTING

STATE OF CALIFORNIA

COUNTY OF SAN DIEGO

CITY OF SOLANA BEACH
§
I, Angela Ivey, City Clerk of the City of Solana Beach, do hereby certify that this Agenda for the January 10, 2024 Council Meeting was called by City Council, Successor Agency to the Redevelopment Agency, Public Financing Authority, and the Housing Authority of the City of Solana Beach, California, was provided and posted on January 3, 2024 at 5:30 p.m. on the City Bulletin Board at the entrance to the City Council Chambers. Said meeting is held at 6:00 p.m., January 10, 2024, in the Council Chambers, at City Hall, 635 S. Highway 101, Solana Beach, California.

Angela Ivey, City Clerk
City of Solana Beach, CA
UPCOMING CITIZEN CITY COMMISSION AND COMMITTEE MEETINGS:

Regularly Scheduled, or Special Meetings that have been announced, are posted on each Citizen Commission’s Agenda webpage. See the Citizen Commission’s Agenda webpages or the City’s Events Calendar for updates. }
Solana Beach City Council Regular Meeting Agenda January 10, 2024 Page 7 of 7 o Budget & Finance Commission
o Climate Action Commission
o Parks & Recreation Commission
o Public Arts Commission
o View Assessment Commission
Solana Beach City Council Closed Session Minutes December 13, 2023 Page 1 of 2

MINUTES
Joint Meeting - Closed Session
Wednesday, December 13, 2023 5:00 p.m.

City Hall / Council Chambers, 635 S. Highway 101, Solana Beach, California

CITY COUNCILMEMBERS
Lesa Heebner
Mayor
David A. Zito
Deputy Mayor / Councilmember District 1
Jewel Edson
Councilmember District 3
Kristi Becker
Councilmember District 2
Jill MacDonald
Councilmember District 4
Gregory Wade
City Manager
Johanna Canlas
City Attorney
Angela Ivey
City Clerk
CALL TO ORDER AND ROLL CALL:

Mayor Heebner called the meeting to order at 5:00 p.m.

Present: Lesa Heebner, Jewel Edson, Kristi Becker, Jill MacDonald, David A. Zito

Absent: None
Also

Present:

Greg Wade, City Manager
Johanna Canlas, City Attorney
Angela Ivey, City Clerk
Dan King, Assistant City Manager
Mo Sammak, City Engineer/Public Works Dir.

Rachel Jacobs, Finance Dir.

Joseph Lim, Community Development Dir.

PUBLIC COMMENT ON CLOSED SESSION ITEMS (ONLY): None
Report to Council Chambers and submit speaker slips to the City Clerk before the meeting recesses to closed session.

CLOSED SESSION:

1. PUBLIC EMPLOYEE
Pursuant to Government Code Section 54957
City Manager

2. CONFERENCE WITH LEGAL COUNSEL – INITIATION OF LITIGATION Pursuant to Government Code Section 54956.9(d)(4)
One (1) Potential case.

CITY OF SOLANA BEACH

SOLANA BEACH CITY COUNCIL, SUCCESSOR AGENCY TO THE REDEVELOPMENT

AGENCY, PUBLIC FINANCING AUTHORITY, & HOUSING AUTHORITY Solana Beach City Council Closed Session Minutes December 13, 2023 Page 2 of 2

3. CONFERENCE WITH LEGAL COUNSEL – ANTICIPATED LITIGATION Pursuant to Government Code Section 54956.9(d)(2)
One (1) Potential case.

4. CONFERENCE WITH REAL PROPERTY NEGOTIATOR
Pursuant to Government Code section 54956.8
Property: APN: 263-352-03,04,05,06 and 07 and 263-342-02 City Negotiators: City Manager Greg Wade and City Attorney Johanna Canlas Negotiating Parties: Tracy Foster and Lori Winfree, North County Transit District Under negotiation: Purchase Price and Terms
ADJOURN:

Mayor Heebner adjourned the meeting at 6:00 p.m.

Solana Beach City Council Regular Meeting Minutes December 13, 2023 Page 1 of 8

MINUTES
Joint REGULAR Meeting
Wednesday, December 13, 2023 * 6:00 p.m.

City Hall / Council Chambers, 635 S. Highway 101, Solana Beach, California  City Council meetings are video recorded and archived as a permanent record. The video recording captures the complete proceedings of the meeting and is available for viewing on the City's website.  Posted Reports & Supplemental Docs contain records up to the cut off time prior to meetings for processing new submittals. Complete records containing meeting handouts, PowerPoints, etc. can be obtained through a Records Request.

CITY COUNCILMEMBERS
Lesa Heebner
Mayor
Jewel Edson
Deputy Mayor / Councilmember District 3
Kristi Becker
Councilmember District 2
Jill MacDonald
Councilmember District 4
David A. Zito
Councilmember District 1
Gregory Wade
City Manager
Johanna Canlas
City Attorney
Angela Ivey
City Clerk
CALL TO ORDER AND ROLL CALL:

Mayor Heebner called the meeting to order at 6:10 p.m.

Present: Lesa Heebner, Jewel Edson, Kristi Becker, Jill MacDonald, David A. Zito

Absent: None
Also

Present:

Greg Wade, City Manager
Johanna Canlas, City Attorney
Angela Ivey, City Clerk
Dan King, Assistant City Manager
Mo Sammak, City Engineer/Public Works Dir.

Rachel Jacobs, Finance Dir.

Joseph Lim, Community Development Dir.

CLOSED SESSION REPORT: None
FLAG SALUTE:

PRESENTATIONS: Ceremonial items that do not contain in-depth discussion and no action/direction. • Legislative Priorities

CITY OF SOLANA BEACH

SOLANA BEACH CITY COUNCIL, SUCCESSOR AGENCY TO THE REDEVELOPMENT AGENCY,

PUBLIC FINANCING AUTHORITY, & HOUSING AUTHORITY
Solana Beach City Council Regular Meeting Minutes December 13, 2023 Page 2 of 8 Kyra Ross, Emanual Jones, presented a PowerPoint (on file) reviewing legislative items, state budget, and the 2024 ballot.

APPROVAL OF AGENDA:

Motion: Moved by Deputy Mayor Zito and second by Councilmember Edson to approve.

Approved 5/0. Ayes: Heebner, Zito, Edson, Becker, MacDonald. Noes: None. Motion carried unanimously.

ORAL COMMUNICATIONS: None
Comments relating to items on this evening’s agenda are taken at the time the items are heard. This portion of the agenda provides an opportunity for members of the public to address the City Council on items relating to City business and not appearing on today’s agenda by submitting a speaker slip (located on the back table) to the City Clerk. Pursuant to the Brown Act, no action shall be taken by the City Council on public comment items. Council may refer items to the City Manager for placement on a future agenda. The maximum time allotted for each presentation is THREE MINUTES. No donations of time are permitted (SBMC 2.04.190). Please be aware of the timer light on the Council Dais.

COUNCIL COMMUNITY ANNOUNCEMENTS / COMMENTARY:

An opportunity for City Council to make brief announcements or report on their activities. These items are not agendized for official City business with no action or substantive discussion.

C. STAFF REPORTS: (C.1.)
Submit speaker slips to the City Clerk.

All speakers should refer to the public comment section at the beginning of the agenda for time allotments. Please be aware of the timer light on the Council Dais.

C.1. Annual Deputy Mayor Appointment. (File 0410-85)
Recommendation: That the City Council

1. Review and designate an appointment of the 2024 Deputy Mayor for a term of December 13, 2023 to December 11, 2024.

Item C.1. Report (click here)
Motion: Moved by Mayor Heebner and second by Deputy Mayor Zito to appoint Jewel Edson as Deputy Mayor until December 11, 2024. Approved 5/0. Ayes: Heebner, Zito, Edson, Becker, MacDonald. Noes: None. Motion carried unanimously.

A. CONSENT CALENDAR: (Action Items) (A.1. - A.7.)
Items listed on the Consent Calendar are to be acted in a single action of the City Council unless pulled for discussion. Any member of the public may address the City Council on an item of concern by submitting to the City Clerk a speaker slip (located on the back table) before the Consent Calendar is addressed. Those items removed from the Consent Calendar by a member of the Council will be trailed to the end of the agenda, while Consent Calendar items removed by the public will be heard immediately after approval of the Consent Calendar to hear the public speaker.

All speakers should refer to the public comment section at the beginning of the agenda for details.

Please be aware of the timer light on the Council Dais.

A.1. Minutes of the City Council.

Solana Beach City Council Regular Meeting Minutes December 13, 2023 Page 3 of 8 Recommendation: That the City Council

1. Approve the Minutes of the City Council meetings held on November 8, 2023.

Approved Minutes https://www.cityofsolanabeach.org/en/government/public-meetings/agendas-minutes-videos Motion: Moved by Councilmember Edson and second by Councilmember Becker to approve.

Approved 5/0. Ayes: Heebner, Zito, Edson, Becker, MacDonald. Noes: None. Motion carried unanimously.

A.2. Register Of Demands. (File 0300-30)
Recommendation: That the City Council

1. Ratify the list of demands for November 10, 2023 – November 24, 2023.

Item A.2. Report (click here)
Motion: Moved by Councilmember Edson and second by Councilmember Becker to approve.

Approved 5/0. Ayes: Heebner, Zito, Edson, Becker, MacDonald. Noes: None. Motion carried unanimously.

A.3. General Fund Adopted Budget for Fiscal Year 2023/2024 Changes. (File 0330-30) Recommendation: That the City Council

1. Receive the report listing changes made to the Fiscal Year 2023-2024 General Fund Adopted Budget.

Item A.3. Report (click here)
Motion: Moved by Councilmember Edson and second by Councilmember Becker to approve.

Approved 5/0. Ayes: Heebner, Zito, Edson, Becker, MacDonald. Noes: None. Motion carried unanimously.

A.4. Fixed Asset Administrative Policy. (File 0380-10)
Recommendation: That the City Council

1. Adopt Resolution 2023-125 approving and directing the City Manager to amend current policies to include this Fixed Asset Capitalization and Inventory Policy.

Item A.4. Report (click here)
Motion: Moved by Councilmember Edson and second by Councilmember Becker to approve.

Approved 5/0. Ayes: Heebner, Zito, Edson, Becker, MacDonald. Noes: None. Motion carried unanimously.

A.5. City Hall Exterior Painting and Stucco Repairs. (File 0710-20) Recommendation: That the City Council

1. Adopt Resolution 2023-131:

Solana Beach City Council Regular Meeting Minutes December 13, 2023 Page 4 of 8 a. Awarding a construction contract for City Hall Exterior Painting and Stucco Repairs, Bid No. 2023-10, in the amount of $47,745, to Polychrome Construction, Inc.
b. Approving an amount of $7,161 (15%) for construction contingency. c. Authorizing the City Manager to execute the construction contract on behalf of the City.
d. Authorizing the City Manager to approve cumulative change orders up to the construction contingency amount.

Item A.5. Report (click here)
Motion: Moved by Councilmember Edson and second by Councilmember Becker to approve.

Approved 5/0. Ayes: Heebner, Zito, Edson, Becker, MacDonald. Noes: None. Motion carried unanimously.

A.6. Telecommunications Services. (File 190-60)
Recommendation: That the City Council

1. Adopt Resolution 2023-130, authorizing the City Manager to execute an agreement with CallTower for 3 years with two allowable 1-year extensions for a total contract amount of $113,358.21.

Item A.6. Report (click here)
Motion: Moved by Councilmember Edson and second by Councilmember Becker to approve.

Approved 5/0. Ayes: Heebner, Zito, Edson, Becker, MacDonald. Noes: None. Motion carried unanimously.

A.7. City Manager Recruitment Services. (File 0550-50)
Recommendation: That the City Council

1. Adopt Resolution 2023-133 approving the Professional Services Agreement for City Manager Recruitment Services between the City of Solana Beach and Alliance Resource Consulting LLC and authorizing the Mayor to execute the agreement.

Item A.7. Report (click here)
Motion: Moved by Councilmember Edson and second by Councilmember Becker to approve.

Approved 5/0. Ayes: Heebner, Zito, Edson, Becker, MacDonald. Noes: None. Motion carried unanimously.

B. PUBLIC HEARINGS: (B.1. – B.2.)
This portion of the agenda provides citizens an opportunity to express their views on a specific issue as required by law after proper noticing by submitting a speaker slip (located on the back table) to the City Clerk. After considering all of the evidence, including written materials and oral testimony, the City Council must make a decision supported by findings and the findings must be supported by substantial evidence in the record. An applicant or designee(s) for a private development/business project, for which the public hearing is being held, is allotted a total of fifteen minutes to speak, as per SBMC 2.04.210. A portion of the fifteen minutes may be saved to respond to those who speak in Solana Beach City Council Regular Meeting Minutes December 13, 2023 Page 5 of 8 opposition. All other speakers should refer to the public comment section at the beginning of the agenda for time allotment. Please be aware of the timer light on the Council Dais.

B.1. Schedule of User Fees and Charges Update. (File 0390-23) Recommendation: That the City Council

1. Conduct the Public Hearing: Open the Public Hearing, Report Council Disclosures, Receive Public Testimony, and Close the Public Hearing.

2. Adopt Resolution 2023-124 updating the Schedule of Fees and Charges effective January 1, 2024.

Item B.1. Report (click here)
Greg Wade, City Manager, introduced the item.

Rachel Jacobs, Finance Director, stated that the capped increase for this year would be 2.5% but that the actual CPI would have increased it by 5.2%.

Mayor Heebner opened the public hearing.

Motion: Moved by Deputy Mayor Zito and second by Councilmember Edson to close the public hearing. Approved 5/0. Ayes: Heebner, Zito, Edson, Becker, MacDonald. Noes: None.

Motion carried unanimously.

Council discussed the transportation impact fee increase of 15.22% and that the short-term vacation permit fee was low and would be coming back early 2024 for Council review during discussions on short-term vacation rentals.

Motion: Moved by Deputy Mayor Zito and second by Councilmember Edson to approve.

Approved 5/0. Ayes: Heebner, Zito, Edson, Becker, MacDonald. Noes: None. Motion carried unanimously.

B.2. Public Hearing: 654 Glenmont Dr., Applicant: Saik, Case: DRP22-024. (File 0600-40) The proposed project meets the minimum zoning requirements under the SBMC, may be found to be consistent with the General Plan and may be found, as conditioned, to meet the discretionary findings required as discussed in this report to approve a DRP.

Therefore, Staff recommends that the City Council:

1. Conduct the Public Hearing: Open the Public Hearing, Report Council Disclosures, Receive Public Testimony, and Close the Public Hearing.

2. Find the project exempt from the California Environmental Quality Act pursuant to Section 15303 of the State CEQA Guidelines; and

3. If the City Council makes the requisite findings and approves the project, adopt Resolution 2023-132 conditionally approving a DRP to demolish a single-story single-family residence, construct a replacement 2,861 square-foot, single-story single-family residence built above a 2,060 square-foot basement living area with Solana Beach City Council Regular Meeting Minutes December 13, 2023 Page 6 of 8 an 899 square-foot basement-level two-car garage, and perform associated improvements at 654 Glenmont Dr., Solana Beach.

Item B.2. Report (click here)
Item B.2. Updated Report #1 (added 12-12-23 at 5:45pm)
Item B.2. Supplemental Docs (updated 12-13-23 at 4:25pm) Greg Wade, City Manager,
Katie Bensen, Associate Planner,
Mayor Heebner opened the public hearing.

Council disclosures.

Amanda Quipp, Applicant’s Architect, presented a PowerPoint (on file) of the proposed project and that they settled on a single story rather than a second story structure to preserve views after discussion with the neighbors.

Shane Noroozi (time donated by Katherine Noroozi) said they lived behind the project, that the project would obstruct views by vegetation proposed in the landscape plans, that their primary view was the to west as sated at the October 26, 2022 Council meeting, that the landscape plan included a 10 ft. tall citrus tree in the backyard and a variety of 10 ft. shrubs atop 2 ft. planters which would reach 13 ft. or higher along the east property line and would exceed the maximum roof height, and that they requested that the landscape not be allowed to exceed the 10 ft. height above the backyard lawn grade.

Amanda Quipp stated that the proposed 10 ft. landscape of the tree and shrubs would not exceed the proposed rooftop.

Council and Applicant’s Architects discussed that the hybrid of the plant chosen had a maximum of 10 ft. at maturity and that it was common practice to dig a 5 ft. deep trench to build the retaining wall without reinforcement, if the soil permits, without additional shoring.

Motion: Moved by Deputy Mayor Zito and second by Councilmember Becker to approve.

Approved 5/0. Ayes: Heebner, Zito, Edson, Becker, MacDonald. Noes: None. Motion carried unanimously.

Motion: Moved by Deputy Mayor Zito and second by Councilmember Edson to approve.

Approved 5/0. Ayes: Heebner, Zito, Edson, Becker, MacDonald. Noes: None. Motion carried unanimously.

C. STAFF REPORTS: (C.2. – C.4.)
Submit speaker slips to the City Clerk.

All speakers should refer to the public comment section at the beginning of the agenda for time allotments. Please be aware of the timer light on the Council Dais.

Solana Beach City Council Regular Meeting Minutes December 13, 2023 Page 7 of 8 C.2. Army Corps Beach Sand Project Presentation.

No recommendation or report.

Greg Wade, City Manager, presented a PowerPoint (on file) reviewing the 50-year project.

Susie Ming, USACE, said that the contractor received Coastal approval today and would reach Solana Beach around the second to third week of January.

Council and Ms. Ming discussed the reasons for this project being conducted in the wintertime which included the environmental window to avoid the February – September nesting season of shore birds, the fact that there are less visitors at the beach when there will be beach closures, and the availability of the necessary dredge on the west coast.

C.3. Adopt (2nd Reading) Ordinance 525 – Accessory Dwelling Unit (ADU). (File 0610- 10)
Recommendation: That the City Council

1. Adopt Ordinance 525 (2nd Reading) amending the City’s Accessory Dwelling Unit Ordinance Provisions.

Item C.3. Report (click here)
Item C.3. Supplemental Docs (updated 12-13-23 at 11:00am) Johanna Canlas, City Attorney, read the title.

Council and Staff discussed the state law removing the owner occupancy requirement for ADUs but not for Junior ADUs.

Motion: Moved by Deputy Mayor Zito and second by Councilmember Edson to approve.

Approved 5/0. Ayes: Heebner, Zito, Edson, Becker, MacDonald. Noes: None. Motion carried unanimously.

C.4. Council Boards, Committees, Commissions Mid-Term Review. (File 0410-05) Recommendation: That the City Council

1. Review the Regional Boards/Commissions/Committees and make alternate appointments, if necessary.

2. Review Council Standing Committees and make alternate appointments, if Necessary
Item C.4. Report (click here)
No changes to current terms.

WORK PLAN COMMENTS: None
Adopted June 28, 2023
Solana Beach City Council Regular Meeting Minutes December 13, 2023 Page 8 of 8 COMPENSATION & REIMBURSEMENT DISCLOSURE: None
GC: Article 2.3. Compensation: 53232.3. (a) Reimbursable expenses shall include, but not be limited to, meals, lodging, and travel. 53232.3 (d) Members of a legislative body shall provide brief reports on meetings attended at the expense of the local agency “City” at the next regular meeting of the legislative body.

COUNCIL COMMITTEE REPORTS: Council Committees
REGIONAL COMMITTEES: (outside agencies, appointed by this Council) STANDING COMMITTEES: (All Primary Members) (Permanent Committees)

CITIZEN COMMISSION(S)
ADJOURN:

Mayor Heebner adjourned the meeting at 7:57 p.m.

CITY COUNCIL ACTION: ____________________________________________________ _________________________________________________________________________ AGENDA ITEM # A.2.

STAFF REPORT

CITY OF SOLANA BEACH
TO: Honorable Mayor and City Councilmembers
FROM: Gregory Wade, City Manager
MEETING DATE: January 10, 2024
ORIGINATING DEPT: Finance
SUBJECT: Register of Demands
BACKGROUND:

Section 3.04.020 of the Solana Beach Municipal Code requires that the City Council ratify a register of demands which represents all financial demands made upon the City for the applicable period.

DISCUSSION:

Staff certifies that the register of demands has been reviewed for accuracy, that funds are available to pay the above demands, and that the demands comply with the adopted budget.

CEQA COMPLIANCE STATEMENT:

Not a project as defined by CEQA.

FISCAL IMPACT:

The register of demands for November 25, 2023 through December 15, 2023 reflects total expenditures of $2,520,495.48 from various City sources.

WORK PLAN:

N/A
Register of Demands: 11/25/2023 through 12/15/2023
Check Register - Disbursement Fund (Attachment 1) $ 2,126,594.39 Net Payroll Retiree Health December 6, 2023 3,408.00
Net Payroll Council December 14, 2023 4,591.04
Net Payroll Staff O12 December 8, 2023 385,902.05
TOTAL $ 2,520,495.48
January 10, 2024
Register of Demands

OPTIONS:
• Ratify the register of demands.
• Do not ratify and provide direction.

DEPARTMENT RECOMMENDATION:

Staff recommends that the City Council ratify the above register of demands.

CITY MANAGER’S RECOMMENDATION:

Approve Department Recommendation.
________________________
Gregory Wade, City Manager
Attachments:

1. Check Register – Disbursement Fund
Page: 1 of 10
City of Solana Beach
Register of Demands
11/25/2023 - 12/15/2023
Department
Vendor Description Date
Check/EFT
Number Amount
100 - GENERAL FUND
MISSION SQUARE PLAN 302817 Payroll Run 1 - Warrant O12 12/07/2023 9001175 $17,413.59 MISSION SQUARE PLAN 302817 Payroll Run 2 - Warrant OC6 12/15/2023 9001186 $4,756.31 CITY OF DEL MAR RIEMB-SPRING 23 CLASS# 32114 12/07/2023 106018 $567.00 SOLANA BEACH FIREFIGHTERS ASSOC Payroll Run 1 - Warrant O12 12/07/2023 9001177 $900.00 US BANK REIMBURSED COST 12/15/2023 106046 $105.00
AFLAC NOVEMBER 23 12/07/2023 106017 $789.70
SUN LIFE FINANCIAL NOV 23-LIFE&ADD INS 12/15/2023 9001192 $1,597.81 SUN LIFE FINANCIAL NOV 23-SUPP LIFE INS 12/15/2023 9001192 ($2,348.20) SUN LIFE FINANCIAL NOV 23-LTD 12/15/2023 9001192 $1,866.32 SUN LIFE FINANCIAL NOV 23-SUPP LIFE INS ADD PAYMENT 12/15/2023 9001192 $298.81 SUN LIFE FINANCIAL DEC 23-LIFE&ADD INS 12/07/2023 9001180 $1,620.81 SUN LIFE FINANCIAL DEC 23-SUPP LIFE INS 12/07/2023 9001180 ($52.21) SUN LIFE FINANCIAL DEC 23-LTD 12/07/2023 9001180 $1,911.84 DIVISION OF THE STATE ARCHITECT FY Q1-SB1186 PTMNT 12/07/2023 106022 $62.00 ABEL PEREZ RE-ISSUE CK#96757-MILEAGE-02/19/20 12/07/2023 9001169 $8.12 SIVED GUTIERREZ CXL-FEB 24 WEDDING 12/07/2023 106034 $103.53 SIVED GUTIERREZ CXL-FEB 24 WEDDING 12/07/2023 106034 $76.47 CALPERS O12 PERS 12/08/23 PD (12/14/23 PERS) 12/14/2023 9121423 $65,177.48 CALPERS O11 PERS 11/24/29 PD (11/29/23 PERS) 11/29/2023 9112923 $64,066.47 CALPERS OC5 PERS 11/09/23 PD (12/05/23 PERS) 12/05/2023 9120523 $766.93 STERLING HEALTH SERVICES, INC. O11 FSA/SCA CONTRIBUTION 12/07/2023 9001178 $1,442.97 STERLING HEALTH SERVICES, INC. O11 FSA/SCA CONTRIBUTION 12/07/2023 9001178 $611.68 STERLING HEALTH SERVICES, INC. O12 FSA/DCA CONTRIBUTIONS 12/15/2023 9001191 $611.68 STERLING HEALTH SERVICES, INC. O12 FSA/DCA CONTRIBUTIONS 12/15/2023 9001191 $1,570.05 FIDELITY SECURITY LIFE INSURANCE COMPANY DEC 23-VISION 12/07/2023 106024 $548.67 IAFF-MERP NOV 23-FF TRUST 11/30/2023 9001167 $4,825.00
SELF INSURED SERVICES COMPANY DEC 23-DENTAL 12/07/2023 9001171 $2,764.30 LAMAR GOING RFND-ENC23-0043 11/30/2023 106006 $560.00
PRE-PAID LEGAL SERVICES, INC NOV 23-PPD LEGAL 12/07/2023 106030 $25.90 PRE-PAID LEGAL SERVICES, INC NOV 23-PPD LEGAL 12/07/2023 106030 $0.00 REED FAMILY TRUST RFND:DRP21-023/SDP21-025/SMAP21-001 12/15/2023 106061 $14,820.00 REED FAMILY TRUST RFND:DRP21-023/SDP21-025/SMAP21-001 12/15/2023 106061 $472.50 REED FAMILY TRUST RFND:DRP21-023/SDP21-025/SMAP21-001 12/15/2023 106061 $548.00 TOTAL GENERAL FUND $188,488.53
1005100 - CITY COUNCIL
JILL MACDONALD RFND-LEAGUE OF CA CITIES CONF 12/07/2023 106026 $964.99 TOTAL CITY COUNCIL $964.99
1005150 - CITY CLERK
IRON MOUNTAIN DEC 23-STORAGE 12/07/2023 106025 $527.75
IRON MOUNTAIN NOV 23- STORAGE 12/07/2023 106025 $878.72 US BANK ELECTRIC LETTER OPENER 12/15/2023 106046 $16.31 US BANK NEW LAW SEMINAR 12/15/2023 106046 $325.00
Page: 2 of 10
US BANK INDEX CARDS 12/15/2023 106046 $10.60
US BANK WALL MOUNT 12/15/2023 106046 $30.42
US BANK CARD POCKETS 12/15/2023 106046 $27.99
US BANK MARKER HOLDER 12/15/2023 106046 $36.88
US BANK QUICKRETE 12/15/2023 106046 $10.71
US BANK CANCELLED TRAINING 12/15/2023 106046 ($150.00)
US BANK IIMC RENEWAL 12/15/2023 106046 $125.00
US BANK NEW LAW SEMINAR 12/15/2023 106046 $325.00
US BANK TRANSCRIPTION SERVICES 12/15/2023 106046 $35.00 US BANK CITIZEN COMM ADVERTISING 12/15/2023 106046 $300.00 US BANK CITIZEN COMM ADVERTISING 12/15/2023 106046 $300.00 US BANK TRANSCRIPTION SERVICES 12/15/2023 106046 $46.25 US BANK PACKING SUPPLIES 12/15/2023 106046 $78.95
UT SAN DIEGO - NRTH COUNTY ORD 525-INTRO 12/07/2023 106038 $104.65 CODE PUBLISHING COMPANY INC ORD 531- WEB UPDATE 12/07/2023 106020 $117.50 ECS IMAGING INC LASERFICHE SITE LICENSE/CLOUD/WEBPORTAL 11/30/2023 106004 $17,900.00 PERFECT IMAGE VIDEO ORDER #13-COUNCIL CONVERSION 12/07/2023 106029 $698.60 STAPLES CONTRACT & COMMERCIAL WALL CLOCK 12/07/2023 106035 $28.70 TOTAL CITY CLERK $21,774.03
1005200 - CITY MANAGER
US BANK CERTIFICATE SEALS 12/15/2023 106046 $93.68
US BANK CERTIFICATE PAPER 12/15/2023 106046 $13.92
KEYSER MARSTON ASSOCIATES, INC AUG 23- CONSULTING SERVICES 12/07/2023 106027 $888.75 KEYSER MARSTON ASSOCIATES, INC NOV 23-KMA CONSULTING SERVICES 12/15/2023 106055 $1,235.00 EMANUELS JONES AND ASSOCIATES OCT 23-LOBBYING CONSULTING SERVICES 12/07/2023 9001173 $2,704.00 EMANUELS JONES AND ASSOCIATES NOV 23-LOBBYING CONSULTING SVC/FY Q1 REPORT FILING
12/07/2023 9001173 $2,779.00
TOTAL CITY MANAGER $7,714.35
1005250 - LEGAL SERVICES
BURKE WILLIAMS & SORENSEN SEP 23-RETAINER 12/15/2023 9001182 $13,024.00 BURKE WILLIAMS & SORENSEN 96-0014-SEP 23-PROF SVC 12/15/2023 9001182 $2,513.60 BURKE WILLIAMS & SORENSEN 96-0019-SEP 23-PROF SVC 12/15/2023 9001182 $92.40 BURKE WILLIAMS & SORENSEN 96-0038-SEP 23-PROF SVC 12/15/2023 9001182 $1,161.60 BURKE WILLIAMS & SORENSEN 96-0040-SEP 23-PROF SVC 12/15/2023 9001182 $25.40 BURKE WILLIAMS & SORENSEN 96-0040.002-SEP 23-PROF SVC 12/15/2023 9001182 $53.51 BURKE WILLIAMS & SORENSEN 96-0001-SEP 23-PROF SVC 12/15/2023 9001182 $4,458.30 BURKE WILLIAMS & SORENSEN 96-0001.002-SEP 23-PROF SVC 12/15/2023 9001182 $2,631.60 BURKE WILLIAMS & SORENSEN 96-0006-SEP 23-PROF SVC 12/15/2023 9001182 $1,240.80 BURKE WILLIAMS & SORENSEN OCT 23-RETAINER 12/15/2023 9001182 $13,024.00 BURKE WILLIAMS & SORENSEN 96-0014-OCT 23-PROF SVC 12/15/2023 9001182 $2,940.20 BURKE WILLIAMS & SORENSEN 96-0023-OCT 23-PROF SVC 12/15/2023 9001182 $300.30 BURKE WILLIAMS & SORENSEN 96-0037.003-OCT 23-PROF SVC 12/15/2023 9001182 $1,082.40 BURKE WILLIAMS & SORENSEN 96-0038-OCT 23-PROF SVC 12/15/2023 9001182 $8,575.27 BURKE WILLIAMS & SORENSEN 96-0040.004-OCT 23-PROF SVC 12/15/2023 9001182 $438.90 BURKE WILLIAMS & SORENSEN 96-0001-OCT 23-PROF SVC 12/15/2023 9001182 $1,362.90 BURKE WILLIAMS & SORENSEN 96-0002-OCT 23-PROF SVC 12/15/2023 9001182 $52.80 BURKE WILLIAMS & SORENSEN 96-0006-OCT 23-PROF SVC 12/15/2023 9001182 $2,851.20 BURKE WILLIAMS & SORENSEN 96-0006.001-OCT 23-PROF SVC 12/15/2023 9001182 $739.20 TOTAL LEGAL SERVICES $56,568.38
1005300 - FINANCE
US BANK ENR SUBSCRIPTION 12/15/2023 106046 $8.99
Page: 3 of 10
US BANK CSMFO MEMBERSHIP 12/15/2023 106046 $135.00
US BANK CSMFO CONFERENCE 12/15/2023 106046 $550.00
US BANK CSMFO CONFERENCE HOTEL 12/15/2023 106046 $384.93 US BANK GFOA BUDGET AWARD FEE 12/15/2023 106046 $690.00 US BANK CSMFO BUDGET AWARD FEE 12/15/2023 106046 $150.00 THE ARTINA GROUP CHECKS 12/07/2023 106037 $848.20
AMAZON.COM SALES, INC CHALK BOARDS/MARKERS 12/07/2023 9001170 $68.73 STAPLES CONTRACT & COMMERCIAL 3 HOLE PUNCH/PENS 12/07/2023 106035 $57.76 STAPLES CONTRACT & COMMERCIAL PLANNER/WHITE OUT 12/07/2023 106035 $19.32 TOTAL FINANCE $2,912.93
1005350 - SUPPORT SERVICES
READY REFRESH BY NESTLE NOV 23-DRINKING WATER-PW 12/15/2023 9001188 $63.35 READY REFRESH BY NESTLE NOV 23- DRINKING WATER-LC 12/15/2023 9001188 $39.97 READY REFRESH BY NESTLE NOV 23- DRINKING WATER-CH 12/15/2023 9001188 $366.55 AMAZON.COM SALES, INC POWER STRIP 12/07/2023 9001170 $41.89 AMAZON.COM SALES, INC PAPER BOWLS/PLATES/FORKS/SPOONS 12/07/2023 9001170 $103.48 STAPLES CONTRACT & COMMERCIAL FILE PKT/HNG FLDRS/BATTERIES/AIR DUSTER 12/07/2023 106035 $184.23 STAPLES CONTRACT & COMMERCIAL PLANNER/WHITE OUT 12/07/2023 106035 $24.28 TOTAL SUPPORT SERVICES $823.75
1005400 - HUMAN RESOURCES
SHARP REES-STEALY MEDICAL GROUP PRE-EMPLOYMENT SCREENING 12/15/2023 9001190 $464.00 US BANK REFUND NAME PLATES 12/15/2023 106046 ($16.31)
US BANK FAREWELL GIFT 12/15/2023 106046 $695.00
US BANK PERSONNEL FILES 12/15/2023 106046 $43.49
RYAN PESTER RFND-BS FIRE ADMINISTRATION 12/07/2023 106032 $845.00 ALTA LANGUAGE SERVICES, INC LANGUAGE TEST 12/15/2023 9001181 $68.00 COASTAL LIVE SCAN AND INSURANCE NOV 23-FINGERPRINTS 12/15/2023 106049 $60.00 ROBERT MCPHEE TUITION REIMB-EXEC LEADERSHIP/PRINC OF SAFETY 12/15/2023 106062 $2,000.00 TOTAL HUMAN RESOURCES $4,159.18
1005450 - INFORMATION SERVICES
US BANK CONSTANT CONTACT 12/15/2023 106046 $86.00
US BANK MISAC CONFERNCE 12/15/2023 106046 $1,020.67
US BANK MOBILE DEVICE MANAGEMENT 12/15/2023 106046 $72.00 WESTERN AUDIO VISUAL JUL 23-AUDIO VISUAL MNT 12/07/2023 106039 $499.00 WESTERN AUDIO VISUAL AUG 23-AUDIO VISUAL MNT 12/07/2023 106039 $499.00 WESTERN AUDIO VISUAL SEP 23-AUDIO VISUAL MNT 12/07/2023 106039 $499.00 WESTERN AUDIO VISUAL OCT 23-AUDIO VISUAL MNT 12/07/2023 106039 $499.00 WESTERN AUDIO VISUAL NOV 23-AUDIO VISUAL MNT 12/07/2023 106039 $499.00 TING FIBER INC. NOV 23-Fiber Optic-SB FACILITIES 12/15/2023 9001193 $3,249.00 AMAZON.COM SALES, INC LABEL TAPE/HDMI CORD/MEASURING TAPE 12/07/2023 9001170 $68.37 AMAZON.COM SALES, INC USB C CABLE 12/07/2023 9001170 $18.45 AMAZON.COM SALES, INC DISPLAY PORT TO VGA ADAPTER 12/07/2023 9001170 $42.35 TOTAL INFORMATION SERVICES $7,051.84
1005550 - PLANNING
UT SAN DIEGO - NRTH COUNTY PUB HRNG-DRP22-024 12/07/2023 106038 $469.42 TOTAL PLANNING $469.42
1005560 - BUILDING SERVICES
ESGIL CORPORATION OCT 23-BUILDING AND SAFETY PLAN REVIEW 12/07/2023 106023 $43,464.17 ESGIL CORPORATION NOV 23-BUILDING AND SAFETY PLAN REVIEW 12/15/2023 106054 $58,549.63 TOTAL BUILDING SERVICES $102,013.80
Page: 4 of 10
1005590 - CODE ENFORCEMENT
US BANK CODES WATERPROOF JACKET 12/15/2023 106046 $143.42 US BANK CODES CAR WASH 12/15/2023 106046 $8.00
DATATICKET INC. OCT 23-PARKING CITATION SERVICES 12/07/2023 106021 $175.00 DATATICKET INC. OCT 23-PARKING CITATION SERVICES 12/07/2023 106021 $1,335.52 DATATICKET INC. JAN 23-PARKING CITATION SERVICES 12/07/2023 106021 $333.48 VERIZON WIRELESS-SD 442224168 - 10/24/23-11/23/23 12/15/2023 106067 $141.27 TOTAL CODE ENFORCEMENT $2,136.69
1006120 - FIRE DEPARTMENT
SANTA FE IRRIGATION DISTRICT 005512-000-09/02/23-11/01/23 12/07/2023 106033 $882.07 TOTAL FIRE DEPARTMENT $882.07
1006130 - ANIMAL CONTROL
HABITAT PROTECTION, INC DEAD ANIMAL REMOVAL 12/07/2023 9001174 $145.00 TOTAL ANIMAL CONTROL $145.00
1006170 - MARINE SAFETY
DAY WIRELESS SYSTEMS (20) RECIEVER FIXED 12/15/2023 106050 $425.00 US BANK SNORKELS (4) 12/15/2023 106046 $50.00
US BANK WIPER BLADE 12/15/2023 106046 $11.95
US BANK TOWER MOVE SUPPLIES 12/15/2023 106046 $80.67
US BANK WIPER BLADES 12/15/2023 106046 $23.90
US BANK ATV 2487 TUNE UP 12/15/2023 106046 $679.85
US BANK SCUBA TANK INSPECTION/FILL 12/15/2023 106046 $28.50 US BANK WET SUIT 12/15/2023 106046 $182.70
US BANK MOP 12/15/2023 106046 $35.88
US BANK TOW ROPES 12/15/2023 106046 $27.39
US BANK PWC 2492 OIL FILTER 12/15/2023 106046 $50.97
US BANK 2485 OIL CHANGE 12/15/2023 106046 $66.45
US BANK WET SUIT/HOOD 12/15/2023 106046 $372.36
US BANK 2481 BATTERY REPLACEMENT 12/15/2023 106046 $254.56 US BANK WETSUIT 12/15/2023 106046 $331.69
US BANK SNORKEL CLIP, WIPER BLADE 12/15/2023 106046 $21.73 TOTAL MARINE SAFETY $2,643.60
1006510 - ENGINEERING
US BANK APWA LUNCHEON 12/15/2023 106046 $45.00
US BANK DOOR HANGERS 12/15/2023 106046 $21.74
US BANK PE LICENSE RENEWAL 12/15/2023 106046 $90.00
UNDERGROUND SVC ALERT OF SOCAL INC NOV 23-DIG ALERT 12/15/2023 9001194 $67.75 TOTAL ENGINEERING $224.49
1006520 - ENVIRONMENTAL SERVICES
MISSION LINEN & UNIFORM INC UNIFORM SERVICES FOR PUBLIC WORKS 12/15/2023 106058 $13.12 MISSION LINEN & UNIFORM INC UNIFORM SERVICES FOR PUBLIC WORKS 12/15/2023 106058 $13.13 MISSION LINEN & UNIFORM INC UNIFORM SERVICES FOR PUBLIC WORKS 12/07/2023 106028 $13.13 CITY OF CARLSBAD FY 24-WQIP COST SHARE 12/15/2023 106048 $2,443.00 SANTA FE IRRIGATION DISTRICT 005506-014-11/02/23-12/01/23 12/15/2023 106064 $284.06 SANTA FE IRRIGATION DISTRICT 005506-014-10/03/23-11/01/23 12/07/2023 106033 $256.07 US BANK AP-6" HOSE 12/15/2023 106046 $644.35
SAN ELIJO JPA Q3-OPERATIONS & MAINTENANCE 12/15/2023 106063 $2,972.00 DOG WASTE DEPOT DOG WASTE BAGS 12/15/2023 106052 $2,405.52 CLEAN EARTH ENVIROMENTAL SOLUTIONS OCT 23- HHW COLLECTION 12/07/2023 106019 $683.40 TOTAL ENVIRONMENTAL SERVICES $9,727.78
Page: 5 of 10
1006530 - STREET MAINTENANCE
MISSION LINEN & UNIFORM INC UNIFORM SERVICES FOR PUBLIC WORKS 12/15/2023 106058 $21.33 MISSION LINEN & UNIFORM INC UNIFORM SERVICES FOR PUBLIC WORKS 12/15/2023 106058 $21.33 MISSION LINEN & UNIFORM INC UNIFORM SERVICES FOR PUBLIC WORKS 12/07/2023 106028 $21.33 DIXIELINE LUMBER CO INC PAINT BRUSH 12/15/2023 106051 $19.56 SANTA FE IRRIGATION DISTRICT 011695-000-11/02/23-12/01/23 12/15/2023 106064 $91.05 SANTA FE IRRIGATION DISTRICT 011695-000-10/03/23-11/01/23 12/07/2023 106033 $93.71 SDG&E CO INC 10/06/23-11/06/23-UTILITIES 11/30/2023 106010 $1,129.80 SDG&E CO INC 10/01/23-11/06/23-UTILITIES 11/30/2023 106010 $719.61 SUNBELT RENTALS, INC. BRUSH CUTTER RENTAL/CREDIT 12/07/2023 106036 $161.36 WEST COAST ARBORISTS, INC. NOV 23- CITY-WIDE TREE MAINTENANC 11/30/2023 106013 $5,068.05 TOTAL STREET MAINTENANCE $7,347.13
1006540 - TRAFFIC SAFETY
SDG&E CO INC 10/06/23-11/06/23-UTILITIES 11/30/2023 106010 $1,524.93 SDG&E CO INC 10/01/23-11/06/23-UTILITIES 11/30/2023 106010 $656.93 REDFLEX TRAFFIC SYSTEMS, INC NOV 23- RED LIGHT CAMERA ENFORCEMENT 12/15/2023 9001189 $7,879.50 AT&T CALNET 3 9391012279 - 10/24/23-11/23/23 12/15/2023 106045 $65.27 STC TRAFFIC, INC SEP 23- ON-CALL TRAFFIC CONSULTING 11/30/2023 9001166 $5,790.00 YUNEX LLC SEP 23- TRAFFIC SIGNAL AND SAFETY 11/30/2023 9001168 $1,272.00 YUNEX LLC SEP 23- TRAFFIC SIGNAL AND SAFETY 11/30/2023 9001168 $1,120.00 TOTAL TRAFFIC SAFETY $18,308.63
1006550 - STREET CLEANING
SANTA FE IRRIGATION DISTRICT 011695-000-11/02/23-12/01/23 12/15/2023 106064 $53.48 SANTA FE IRRIGATION DISTRICT 011695-000-10/03/23-11/01/23 12/07/2023 106033 $55.04 PRIDE INDUSTRIES NOV 23-TRASH ABATEMENT SERVICES 12/15/2023 106059 $569.25 TOTAL STREET CLEANING $677.77
1006560 - PARK MAINTENANCE
MISSION LINEN & UNIFORM INC UNIFORM SERVICES FOR PUBLIC WORKS 12/15/2023 106058 $15.59 MISSION LINEN & UNIFORM INC UNIFORM SERVICES FOR PUBLIC WORKS 12/15/2023 106058 $15.59 MISSION LINEN & UNIFORM INC UNIFORM SERVICES FOR PUBLIC WORKS 12/07/2023 106028 $15.59 RANCHO SANTA FE SECURITY SYS INC DEC 23-SECURITY PTRL 12/15/2023 106060 $661.10 SANTA FE IRRIGATION DISTRICT 005506-018 - 11/02/23-12/01/23 12/15/2023 106064 $334.43 SANTA FE IRRIGATION DISTRICT 005506-019 - 11/02/23-12/01/23 12/15/2023 106064 $1,013.85 SANTA FE IRRIGATION DISTRICT 005979-005 -10/03/23-12/01/23 12/15/2023 106064 $442.00 SANTA FE IRRIGATION DISTRICT 005506-018-ONE MONTH-OCT 23 12/07/2023 106033 $541.21 SANTA FE IRRIGATION DISTRICT 005506-019-ONE MONTH-OCT 23 12/07/2023 106033 $908.35 SANTA FE IRRIGATION DISTRICT 005506-000-SEP-OCT 23 12/07/2023 106033 $127.36 SANTA FE IRRIGATION DISTRICT 005506-001-SEP-OCT 23 12/07/2023 106033 $94.48 SANTA FE IRRIGATION DISTRICT 005979-001-SEP-OCT 23 12/07/2023 106033 $111.78 SANTA FE IRRIGATION DISTRICT 012448-000-SEP-OCT 23 12/07/2023 106033 $150.40 SANTA FE IRRIGATION DISTRICT 012448-001-SEP-OCT 23 12/07/2023 106033 $99.18 SANTA FE IRRIGATION DISTRICT 005506-009-SEP-OCT 23 12/07/2023 106033 $94.48 SANTA FE IRRIGATION DISTRICT 005506-010-SEP-OCT 23 12/07/2023 106033 $219.37 SANTA FE IRRIGATION DISTRICT 005506-011-SEP-OCT 23 12/07/2023 106033 $371.65 SANTA FE IRRIGATION DISTRICT 005506-012-SEP-OCT 23 12/07/2023 106033 $1,761.73 SANTA FE IRRIGATION DISTRICT 005506-013-SEP-OCT 23 12/07/2023 106033 $148.78 SANTA FE IRRIGATION DISTRICT 005506-002-SEP-OCT 23 12/07/2023 106033 $409.66 SANTA FE IRRIGATION DISTRICT 005506-004-SEP-OCT 23 12/07/2023 106033 $94.48 SANTA FE IRRIGATION DISTRICT 005506-005-SEP-OCT 23 12/07/2023 106033 $249.04 SANTA FE IRRIGATION DISTRICT 005506-006-SEP-OCT 23 12/07/2023 106033 $150.40 SANTA FE IRRIGATION DISTRICT 005506-007-SEP-OCT 23 12/07/2023 106033 $116.20 Page: 6 of 10
SANTA FE IRRIGATION DISTRICT 005506-015-09/16/23-11/015/23 12/07/2023 106033 $238.08 SANTA FE IRRIGATION DISTRICT 005506-016-09/16/23-11/015/23 12/07/2023 106033 $1,027.20 SANTA FE IRRIGATION DISTRICT 005979-003-09/16/23-11/015/23 12/07/2023 106033 $794.36 AA FARNSWORTH'S BACKFLOW SERVICES ANNUAL BACKFLOW TEST 12/15/2023 106043 $606.95 NISSHO OF CALIFORNIA OCT 23- LANDSCAPING SERVICES 12/15/2023 9001187 $1,476.62 ABEL PEREZ MILEAGE-04/16 & 04/18/22 12/07/2023 106014 $8.19 SUNBELT RENTALS, INC. BRUSH CUTTER RENTAL/CREDIT 12/07/2023 106036 ($105.24) THE HOME DEPOT PRO CLOROX/LINERS 11/30/2023 106012 $833.14 WEST COAST ARBORISTS, INC. NOV 23- TREE MAINTENANCE 12/15/2023 106068 $1,908.60 WEST COAST ARBORISTS, INC. NOV 23- CITY-WIDE TREE MAINTENANC 11/30/2023 106013 $272.85 ARTURO ZERMENO MILEAGE-12/03/23 12/15/2023 106044 $34.06 BJS&T ENTERPRISES, INC. BENCH UPDATING 12/07/2023 106040 $1,380.55 TOTAL PARK MAINTENANCE $16,622.06
1006570 - PUBLIC FACILITIES
DIXIELINE LUMBER CO INC LIGHT BULBS 11/30/2023 106003 $27.39 DIXIELINE LUMBER CO INC LED LIGHT 12/15/2023 106051 $137.03 DIXIELINE LUMBER CO INC PLYWOOD 12/15/2023 106051 $33.58 DIXIELINE LUMBER CO INC PAINT/CLAMP/ANCHOR TOOL 12/15/2023 106051 $66.70 DIXIELINE LUMBER CO INC CLOSET REBUILD KIT 12/15/2023 106051 $35.88 DIXIELINE LUMBER CO INC CLOSET KIT/GLOVES/CAR WASH 12/15/2023 106051 $92.04 SANTA FE IRRIGATION DISTRICT 005506-008-SEP-OCT 23 12/07/2023 106033 $507.40 SDG&E CO INC 10/06/23-11/06/23-UTILITIES 11/30/2023 106010 $8,097.26 SDG&E CO INC 10/01/23-11/06/23-UTILITIES 11/30/2023 106010 $2,910.47 US BANK CAR PROTECTANT REFILL 12/15/2023 106046 $48.38
US BANK CAR CLEANING WIPES 12/15/2023 106046 $13.77
US BANK TOILET BOWL CLEANER TABLETS 12/15/2023 106046 $18.47 US BANK DRY ERASE BOARD 12/15/2023 106046 $54.36
US BANK MOUSE PAD 12/15/2023 106046 $14.13
US BANK MS POWER SUPPLY 12/15/2023 106046 $163.10
CONSOLIDATED ELECTRICAL DIST INC LAMPS 12/15/2023 9001184 $1,309.16 CONSOLIDATED ELECTRICAL DIST INC LAMPS 12/15/2023 9001184 ($185.33) SAN ELIJO JPA FY 23 CLOSE-OUT/BOARD OF DIRECTORS PER DIEM 12/15/2023 106063 ($6,213.00) SAN ELIJO JPA Q3-OPERATIONS & MAINTENANCE 12/15/2023 106063 $3,877.00 24 HOUR ELEVATOR, INC DEC 23-FY24 ELEVATOR PREVENTATIVE MAINT 12/15/2023 106041 $194.48 ABEL PEREZ MILEAGE-04/16 & 04/18/22 12/07/2023 106014 $8.19 CINTAS CORPORATION NO. 2 FIRST AID SUPPLIES-PW 12/15/2023 106047 $36.32 HABITAT PROTECTION, INC NOV 23- PEST CONTROL-CH 12/07/2023 9001174 $52.00 HABITAT PROTECTION, INC NOV 23- PEST/RODENT CONTROL-MS 12/07/2023 9001174 $64.00 HABITAT PROTECTION, INC NOV 23-RODENT CONTROL-FC 12/07/2023 9001174 $39.00 HABITAT PROTECTION, INC NOV 23- PEST CONTROL-FS 12/07/2023 9001174 $38.00 HABITAT PROTECTION, INC NOV 23- PEST/RODENT CONTROL-LCCC 12/07/2023 9001174 $64.00 HABITAT PROTECTION, INC NOV 23- PEST/RODENT CONTROL-PW 12/07/2023 9001174 $64.00 CALIFORNIA OFFICE CLEANING, INC NOV 23- JANITORIAL/CUSTODIAL SVC 12/15/2023 9001183 $7,480.00 SYMONS FIRE PROTECTION FY24 FIRE SUPRESSION EQUIPMENT 11/30/2023 106011 $810.00 PRIDE INDUSTRIES NOV 23-TRASH ABATEMENT SERVICES 12/15/2023 106059 $569.25 TOTAL PUBLIC FACILITIES $20,427.03
1007110 - GF-RECREATION
RAPHAEL'S PARTY RENTALS 12/03/23-TREE LIGHTING 11/30/2023 106009 $2,332.21 ROBERT PARKER 12/03/23-TREE LIGHTING 11/30/2023 106007 $300.00 SAM CASTELLANO 12/03/23-TREE LIGHTING 11/30/2023 106001 $700.00 SAM CASTELLANO 12/03/23-TREE LIGHTING 11/30/2023 106001 $700.00 Page: 7 of 10
ABLE PATROL & GUARD, INC NOV 23-FCCC GUARD SVC 12/07/2023 106015 $270.00 JULIE'S PARTY PEOPLE 2023 TREE LIGHTING 11/30/2023 106005 $350.00 CALIFORNIA OFFICE CLEANING, INC NOV 23-FCCC CLEANING 12/07/2023 9001172 $180.00 AMAZON.COM SALES, INC DESK CALENDAR 12/07/2023 9001170 $28.25 TOTAL GF-RECREATION $4,860.46
1205460 - SELF INSURANCE RETENTION
GEORGE HILLS COMPANY, INC. 2308.MACDONALD 11/30/2023 9001164 $24.60 GEORGE HILLS COMPANY, INC. CALPERS V MCCORMICK 11/30/2023 9001164 $344.40 GEORGE HILLS COMPANY, INC. 2401.LONDONO 11/30/2023 9001164 $262.40 GEORGE HILLS COMPANY, INC. 2302.BARRERA 11/30/2023 9001164 $180.40 GEORGE HILLS COMPANY, INC. 2307.KELLY 11/30/2023 9001164 $155.80 BURKE WILLIAMS & SORENSEN 96-0040.003-SEP 23-PROF SVC 12/15/2023 9001182 ($29.45) BURKE WILLIAMS & SORENSEN 96-0040.003-OCT 23-PROF SVC 12/15/2023 9001182 $1,795.10 TOTAL SELF INSURANCE RETENTION $2,733.25
1255465 - WORKERS COMPENSATION
DEPARTMENT OF INDUSTRIAL RELATIONS FY24 OSIP WORKERS COMP 12/15/2023 106065 $4,273.90 PRISM Y23 EWC PREMIUM ADJ 12/07/2023 106031 $4,045.00
CORVEL BILL REVIEW 11/28/2023 1000178 $9.50
CORVEL TELEPHONIC CASE 11/29/2023 1000179 $1,507.16
CORVEL UTILIZATION REVIEW 11/29/2023 1000180 $42.00
CORVEL TELEPHONIC CASE 11/29/2023 1000181 $1,097.16
CORVEL UTILIZATION REVIEW 11/29/2023 1000182 $42.00
CORVEL TELEPHONIC CASE 11/29/2023 1000183 $2,004.08
CORVEL CASE MANAGEMENT 11/30/2023 1000184 $1,175.88
CORVEL UTILIZATION REVIEW 11/28/2023 1000176 $42.00
OCCUPATIONAL HEALTH CENTERS OF CLAIM#1764-WC-24-0300003 11/28/2023 1000177 $54.59 CORVEL ENTERPRISE COMP INC. OCT 23-CLAIMS SERVICES 11/30/2023 106002 $250.00 CORVEL ENTERPRISE COMP INC. OCT 23-CLAIMS SERVICES 11/30/2023 106002 $1,495.00 TOTAL WORKERS COMPENSATION $16,038.27
135 - EQUIPMENT REPLACEMENT
REED FAMILY TRUST RFND:DRP21-023/SDP21-025/SMAP21-001 12/15/2023 106061 $153.67 TOTAL EQUIPMENT REPLACEMENT $153.67
1356510 - ASSET REPLACEMENT-ENGINEER
NISSHO OF CALIFORNIA 10/31/23-CALSENSE CONTROLLER REPLACEMENT 12/15/2023 9001187 $24,125.42 TOTAL ASSET REPLACEMENT-ENGINEER $24,125.42
1605360 - OPEB OBLIGATION
MIDAMERICA DECEMBER 23 11/30/2023 9001165 $7,610.00
TOTAL OPEB OBLIGATION $7,610.00
202 - GAS TAX
QUALITY CONSTRUCTION & ENGINEERING, INC. 9362.23 PAVEMENT MAIN AND REPAIRS RETENTION 11/30/2023 106008 ($7,700.00) TOTAL GAS TAX ($7,700.00)
2026510 - GAS TAX-ENGINEERING
QUALITY CONSTRUCTION & ENGINEERING, INC. 9362.23 FY23 PAVEMENT MAINTENA 11/30/2023 106008 $154,000.00 TOTAL GAS TAX-ENGINEERING $154,000.00
2037510 - HIGHWAY 101 LANDSC #33
SANTA FE IRRIGATION DISTRICT 005979-000-SEP-OCT 23 12/07/2023 106033 $528.52 SANTA FE IRRIGATION DISTRICT 005979-004-09/16/23-11/015/23 12/07/2023 106033 $539.48 SANTA FE IRRIGATION DISTRICT 007732-000-09/16/23-11/015/23 12/07/2023 106033 $193.84 SDG&E CO INC 10/06/23-11/06/23-UTILITIES 11/30/2023 106010 $3,769.99 TOTAL HIGHWAY 101 LANDSC #33 $5,031.83
Page: 8 of 10
2047520 - MID 9C SANTA FE HILLS
SANTA FE IRRIGATION DISTRICT 005979-029 - 08/16/23-10/16/23 & LATE FEE 12/15/2023 106064 $865.60 SANTA FE IRRIGATION DISTRICT 005979-029 - 08/16/23-10/16/23 & LATE FEE 12/15/2023 106064 $155.56 SANTA FE IRRIGATION DISTRICT 005979-024 - 11/02/23-12/01/23 12/15/2023 106064 $380.85 SANTA FE IRRIGATION DISTRICT 005979-025 - 11/02/23-12/01/23 12/15/2023 106064 $490.57 SANTA FE IRRIGATION DISTRICT 005979-026 - 11/02/23-12/01/23 12/15/2023 106064 $672.03 SANTA FE IRRIGATION DISTRICT 005979-018 - 11/02/23-12/01/23 12/15/2023 106064 $91.01 SANTA FE IRRIGATION DISTRICT 005979-019 - 11/02/23-12/01/23 12/15/2023 106064 $103.67 SANTA FE IRRIGATION DISTRICT 005979-020 - 11/02/23-12/01/23 12/15/2023 106064 $461.03 SANTA FE IRRIGATION DISTRICT 005979-021 - 11/02/23-12/01/23 12/15/2023 106064 $600.29 SANTA FE IRRIGATION DISTRICT 005979-022 - 11/02/23-12/01/23 12/15/2023 106064 $465.25 SANTA FE IRRIGATION DISTRICT 005979-023 - 11/02/23-12/01/23 12/15/2023 106064 $427.27 SANTA FE IRRIGATION DISTRICT 005979-014 - 11/02/23-12/01/23 12/15/2023 106064 $494.79 SANTA FE IRRIGATION DISTRICT 005979-015 - 11/02/23-12/01/23 12/15/2023 106064 $338.65 SANTA FE IRRIGATION DISTRICT 005979-016 - 11/02/23-12/01/23 12/15/2023 106064 $427.27 SANTA FE IRRIGATION DISTRICT 005979-017 - 11/02/23-12/01/23 12/15/2023 106064 $48.81 SANTA FE IRRIGATION DISTRICT 005979-009 -10/03/23-12/01/23 12/15/2023 106064 $1,024.52 SANTA FE IRRIGATION DISTRICT 005979-010 -10/03/23-12/01/23 12/15/2023 106064 $490.16 SANTA FE IRRIGATION DISTRICT 005979-011 -10/03/23-12/01/23 12/15/2023 106064 $588.80 SANTA FE IRRIGATION DISTRICT 005979-012 -10/03/23-12/01/23 12/15/2023 106064 $150.40 SANTA FE IRRIGATION DISTRICT 005979-006 -10/03/23-12/01/23 12/15/2023 106064 $1,484.84 SANTA FE IRRIGATION DISTRICT 005979-007 -10/03/23-12/01/23 12/15/2023 106064 $1,375.24 SANTA FE IRRIGATION DISTRICT 005979-025-ONE MONTH-OCT 23 12/07/2023 106033 $587.63 SANTA FE IRRIGATION DISTRICT 005979-026-ONE MONTH-OCT 23 12/07/2023 106033 $722.67 SANTA FE IRRIGATION DISTRICT 005979-019-ONE MONTH-OCT 23 12/07/2023 106033 $458.15 SANTA FE IRRIGATION DISTRICT 005979-020-ONE MONTH-OCT 23 12/07/2023 106033 $895.69 SANTA FE IRRIGATION DISTRICT 005979-021-ONE MONTH-OCT 23 12/07/2023 106033 $1,212.19 SANTA FE IRRIGATION DISTRICT 005979-022-ONE MONTH-OCT 23 12/07/2023 106033 $849.27 SANTA FE IRRIGATION DISTRICT 005979-023-ONE MONTH-OCT 23 12/07/2023 106033 $735.33 SANTA FE IRRIGATION DISTRICT 005979-024-ONE MONTH-OCT 23 12/07/2023 106033 $735.33 SANTA FE IRRIGATION DISTRICT 005979-014-ONE MONTH-OCT 23 12/07/2023 106033 $807.07 SANTA FE IRRIGATION DISTRICT 005979-015-ONE MONTH-OCT 23 12/07/2023 106033 $524.33 SANTA FE IRRIGATION DISTRICT 005979-016-ONE MONTH-OCT 23 12/07/2023 106033 $781.75 SANTA FE IRRIGATION DISTRICT 005979-017-ONE MONTH-OCT 23 12/07/2023 106033 $48.81 SANTA FE IRRIGATION DISTRICT 005979-018-ONE MONTH-OCT 23 12/07/2023 106033 $150.09 TOTAL MID 9C SANTA FE HILLS $19,644.92
2087580 - COASTAL RAIL TRAIL MAINT
DIXIELINE LUMBER CO INC CORNER BRACE/BOLTS/DUSTER 11/30/2023 106003 $21.76 SANTA FE IRRIGATION DISTRICT 005506-020 - 11/02/23-12/01/23 12/15/2023 106064 $2,158.22 SANTA FE IRRIGATION DISTRICT 005506-020-ONE MONTH-OCT 23 12/07/2023 106033 $866.90 SANTA FE IRRIGATION DISTRICT 005506-003-SEP-OCT 23 12/07/2023 106033 $150.40 TOTAL COASTAL RAIL TRAIL MAINT $3,197.28
2117600 - STREET LIGHTING DISTRICT
SDG&E CO INC 10/01/23-11/06/23-UTILITIES 11/30/2023 106010 $187.33 SDG&E CO INC 10/01/23-11/06/23-UTILITIES 11/30/2023 106010 $8,855.00 YUNEX LLC SEP 23-STREETLIGHT MAINTENANCE/R 11/30/2023 9001168 $3,561.05 YUNEX LLC SEP 23- STREETLIGHT MAINTENANCE 11/30/2023 9001168 $2,119.83 TOTAL STREET LIGHTING DISTRICT $14,723.21
213 - DEVELOPER PASSTHRU
REED FAMILY TRUST RFND:DRP21-023/SDP21-025/SMAP21-001 12/15/2023 106061 $3,150.00 TOTAL DEVELOPER PASSTHRU $3,150.00
Page: 9 of 10
228 - TRANSNET EXTENSION
QUALITY CONSTRUCTION & ENGINEERING, INC. 9362.23 PAVEMENT MAIN AND REPAIRS RETENTION 11/30/2023 106008 ($12,747.10) TOTAL TRANSNET EXTENSION ($12,747.10)
2286510 - TRANSNET EXTENSION-CIP
QUALITY CONSTRUCTION & ENGINEERING, INC. 9362.23 FY23 PAVEMENT MAINTENA 11/30/2023 106008 $254,942.03 TOTAL TRANSNET EXTENSION-CIP $254,942.03
2505570 - COASTAL BUSINESS/VISITORS
EXTERIOR PRODUCTS INC FY 23-STREET BANNERS 12/15/2023 9001185 $5,925.00 TOTAL COASTAL BUSINESS/VISITORS $5,925.00
2706120 - PUBLIC SAFETY- FIRE
LIFE-ASSIST, INC CSA.17-CATHETER MOUNT 12/15/2023 106056 $108.95 TOTAL PUBLIC SAFETY- FIRE $108.95
4506190 - SAND REPLNSHMNT/RETENTION
WARWICK GROUP CONSULTANTS, LLC NOV 23- CONSULTING SERVICES 12/15/2023 9001195 $5,833.00 WARWICK GROUP CONSULTANTS, LLC NOV 23- CONSULTING SERVICES 12/15/2023 9001195 $5,833.00 SUMMIT ENVIROMENTAL GROUP, INC. NOV 23-9926-PROF SVC 12/07/2023 9001179 $6,250.00 TOTAL SAND REPLNSHMNT/RETENTION $17,916.00
4506510 - SANDREPLNSHMNT/RETNTN-CIP
DOMUSSTUDIO ARCHITECTURE OCT 23-19-144 9449 MS CENTR 12/15/2023 106053 $3,310.00 TOTAL SANDREPLNSHMNT/RETNTN-CIP $3,310.00
4596190 - MISC. CAPITAL PROJECTS
TING FIBER INC. NOV 23-Fiber Optic-TIDE BEACH PARK LG TOWER 12/15/2023 9001193 $450.00 TING FIBER INC. NOV 23-Fiber Optic-DEL MAR SHORES LG TOWER 12/15/2023 9001193 $450.00 A PREMAN ROOFING INC FCCC ROOF REPLACEMENT RETENTION 12/15/2023 106042 ($11,390.00) QUALITY CONSTRUCTION & ENGINEERING, INC. 9362.23 PAVEMENT MAIN AND REPAIRS RETENTION 11/30/2023 106008 ($5,784.15) TOTAL MISC. CAPITAL PROJECTS ($16,274.15)
4596510 - MISC.CAPITALPROJECTS-ENG
VAN DYKE LANDSCAPE ARCHITECTS OCT 23-FCP/LCP DESIGN ADDL FUNDS 12/15/2023 106066 $7,120.50 VAN DYKE LANDSCAPE ARCHITECTS OCT 23-FCP TOT LOT CONSTRUCTION SUPPO 12/15/2023 106066 $2,105.00 VAN DYKE LANDSCAPE ARCHITECTS OCT 23-FCP TOT LOT CONSTRUCTION SUPPO 12/15/2023 106066 $1,095.00 A PREMAN ROOFING INC FCCC ROOF REPLACEMENT 12/15/2023 106042 $227,800.00 QUALITY CONSTRUCTION & ENGINEERING, INC. 9362.23 FY23 PAVEMENT MAINTENA 11/30/2023 106008 $115,683.01 TOTAL MISC.CAPITALPROJECTS-ENG $353,803.51
5097700 - SANITATION
MISSION LINEN & UNIFORM INC UNIFORM SERVICES FOR PUBLIC WORKS 12/15/2023 106058 $8.21 MISSION LINEN & UNIFORM INC UNIFORM SERVICES FOR PUBLIC WORKS 12/15/2023 106058 $8.20 MISSION LINEN & UNIFORM INC UNIFORM SERVICES FOR PUBLIC WORKS 12/07/2023 106028 $8.20 SANTA FE IRRIGATION DISTRICT 005506-014-11/02/23-12/01/23 12/15/2023 106064 $852.18 SANTA FE IRRIGATION DISTRICT 005979-008 -10/03/23-12/01/23 12/15/2023 106064 $110.77 SANTA FE IRRIGATION DISTRICT 005506-014-10/03/23-11/01/23 12/07/2023 106033 $768.21 US BANK PE LICENSE RENEWAL 12/15/2023 106046 $90.00
SAN ELIJO JPA FY 23 CLOSE-OUT/BOARD OF DIRECTORS PER DIEM 12/15/2023 106063 ($160.00) SAN ELIJO JPA FY 23 CLOSE-OUT/BOARD OF DIRECTORS PER DIEM 12/15/2023 106063 ($4,925.00) SAN ELIJO JPA Q3-OPERATIONS & MAINTENANCE 12/15/2023 106063 $516,011.00 SAN ELIJO JPA Q3-OPERATIONS & MAINTENANCE 12/15/2023 106063 $286,222.00 AT&T CALNET 3 9391012277 - 10/24/23-11/23/23 12/15/2023 106045 $19.71 IDRAINS LLC FY24 SEWER-STORMDRAIN MAINT 12/07/2023 106016 $525.00 TOTAL SANITATION $799,538.48
550 - SOLANA ENERGY ALLIANCE
MICHAEL O'LEARY REISSUE CK#97716 - 09/01/2020 12/15/2023 106057 $419.91 Page: 10 of 10
TOTAL SOLANA ENERGY ALLIANCE $419.91
REPORT TOTAL: $2,126,594.39
COUNCIL ACTION:
______________________________________________________________________ ______________________________________________________________________ AGENDA ITEM # A.3.

STAFF REPORT

CITY OF SOLANA BEACH
TO: Honorable Mayor and City Councilmembers
FROM: Gregory Wade, City Manager
MEETING DATE: January 10, 2024
ORIGINATING DEPT: Finance
SUBJECT: Report on Changes Made to the General Fund Adopted Budget for Fiscal Year 2023-24
BACKGROUND:

Staff provides a report at each Council meeting that lists changes made to the current Fiscal Year (FY) General Fund Adopted Budget. The information provided in this Staff Report lists the changes made through December 13, 2023.

DISCUSSION:

The following table reports the revenue, expenditures, and transfers for 1) the Adopted General Fund Budget approved by Council on June 28, 2023 (Resolution 2023-089) and 2) any resolutions passed by Council that amended the Adopted General Fund Budget.

CEQA COMPLIANCE STATEMENT:

Not a project as defined by CEQA.

Date Action Description Revenues Expenditures Transfers from GF Net Surplus 06/28/2023 Reso 2023-089 Adopted Budget 24,472,918 (23,078,124) (980,000) $ 414,794 11/29/2023 Reso 2023-128 Engineering Survey Services (100,000) $ 314,794 314,794
Date Action Description Revenues Expenditures Transfers from GF Net Surplus 06/28/2023 Reso 2023-089 Adopted Budget 4,400,000 (1,124,000) (733,400) $ 2,542,600 2,542,600
Combined General Fund Net Surplus $ 2,857,394

GENERAL FUND - ADOPTED BUDGET PLUS CHANGES
As of 12/13/2023
General Fund - Operations
General Fund - Measure S
January 10, 2024
General Fund Budget Changes - FY 2024

FISCAL IMPACT:

N/A
WORK PLAN:

N/A
OPTIONS:
∙ Receive the report.
∙ Do not accept the report.

DEPARTMENT RECOMMENDATION:

Staff recommends that the City Council receive the report listing changes made to the FY 2023-2024 General Fund Adopted Budget.

CITY MANAGER’S RECOMMENDATION:

Approve Department Recommendation
_________________________________
Gregory Wade, City Manager
CITY COUNCIL ACTION:
______________________________________________________________________ ______________________________________________________________________ AGENDA ITEM # A.4.

STAFF REPORT

CITY OF SOLANA BEACH
TO: Honorable Mayor and City Councilmembers
FROM: Gregory Wade, City Manager
MEETING DATE: January 10, 2024
ORIGINATING DEPT: City Clerk’s Department
SUBJECT: 2024 City Council Meeting Schedule Planning
BACKGROUND:

Pursuant to Solana Beach Municipal Code Section 2.04.070, the City Council shall hold Regular meetings in the Council Chambers of City Hall, on a day and time set by resolution. Pursuant to Resolution 2005-019, regularly scheduled meetings are established for the second (2nd) and fourth (4th) Wednesdays of each month. Historically, certain meeting dates that may conflict with official holidays have been canceled and a short summer break has been observed. Special Meetings may be scheduled to maintain the consistency needed to sustain City operations.

The purpose of this Staff Report is to forecast and review potential holidays, breaks, and possible Special Meeting dates to anticipate the 2024 Council Meeting schedule.

DISCUSSION:

The City Council’s anticipated 2024 Regular Meeting schedule (Attachment 1) considers potential conflicts for cancellation or, if needed, to establish additional meetings.

Consideration of the annual meeting schedule for the purpose of possible modifications facilitates preparation of an anticipated agenda schedule. Additionally, memorializing a plan allows:
• Adequate time for Staff to prepare Staff Reports and a final agenda packet on time. • Adequate preparation time for Council to review the agenda. • Sufficient time for public notification of any cancelled/rescheduled meetings.

Therefore, this item is intended to review and consider potential modifications of the regularly scheduled 2024 City Council meeting schedule. Any meeting that may be canceled and rescheduled at this time for planning purposes is not permanent. If a Regular Meeting date is canceled at this time, it is not permanently canceled and may still take place at its regularly scheduled date/time/place, per proper noticing requirements.

January 10, 2024
2024 Council Meeting Calendar

Regularly scheduled meetings are intended to provide consistency and to meet the public’s general expectations. There are specific noticing requirements for Regular and Special Meeting agendas.

Meeting Types Agenda Noticing Requirement
Regular Meetings (established by Resolution) 72 hours prior to meeting time.

Special Meetings (called at any time) 24 hours prior to meeting time.

Specific City business, such as the adoption of Ordinances, is required to take place only at a Regular Council Meeting. Therefore, the anticipation of canceled meetings is necessary to appropriately coordinate meeting agendas, and related business, in order to effectively manage City operations. Please also note that Special Meetings can be called to replace a canceled meeting, as was the case in November 2023, depending upon workload and items requiring City Council action.

Staff recommends that the Council consider potential schedule conflicts, review proposed recommendations, and, if necessary, provide direction to Staff to prepare a revised calendar for reference and planning.

CEQA COMPLIANCE STATEMENT: N/A
FISCAL IMPACT: N/A
WORK PLAN: N/A
OPTIONS:
• Review and approve proposed 2024 Council Meeting Schedule. • Cancel and/or reschedule the Council meeting dates due to conflicts with holidays and summer break.
• Consider cancelation or rescheduling of other dates.
• Do not cancel or reschedule any Council meeting dates.

DEPARTMENT RECOMMENDATION:

Staff recommends that City Council review, edit, and/or approve a 2024 anticipated Council Meeting schedule with proposed cancellations and/or additional meetings.

CITY MANAGER’S RECOMMENDATION:

Approve Department Recommendation
________________________
Gregory Wade, City Manager
Attachment:

1. 2024 City Council Meeting Proposed Dates
2024 Proposed Council Meeting Dates Schedule
January - June
2nd Wed January 10th
4th Wed January 24th
2nd Wed February 14th
4th Wed February 28th
2nd Wed March 13th
4th Wed March 27th
2nd Wed April 10th
4th Wed April 24th
2nd Wed May 8th
4th Wed May 22nd
2nd Wed June 12th
4th Wed June 26th
July - December
2nd Wed July 10th
4th Wed July 24th Summer Break Cancel
2nd Wed August 14th Summer Break Cancel
4th Wed August 28th
2nd Wed September 11th
4th Wed September 25th
2nd Wed October 9th
4th Wed October 23rd
2nd Wed November 13th
4th Wed November 27th
Week of Thanksgiving Holidays Cancel
2nd Wed December 11th
4th Wed December 25th Week of Christmas Holidays Cancel ATTACHMENT 1
NOTE: The above Regular Meetings that may be cancelled at this time, primarily for planning purposes, are not considered a permanent cancellation and may occur at the regularly scheduled time, per required noticing for Regular Meetings (72 hours). If the forecasted Cancellation holds, the Clerk’s Office posts a Cancellation notice. Special Meetings may be called through the year, per the required noticing of 24 hrs or more. Always check the City’s website www.cityofsolanabeach.org under Public Meetings.

COUNCIL ACTION:
_____________________________________________________________________________________ _______________________________________________________ AGENDA ITEM # A.5.

STAFF REPORT

CITY OF SOLANA BEACH
TO: Honorable Mayor and City Councilmembers
FROM: Gregory Wade, City Manager
MEETING DATE: January 10, 2024
ORIGINATING DEPT: Public Works Department
SUBJECT: Council Consideration of Resolution 2024-001 Ratifying the City Manager’s Decision to Execute Amendment No. 2
to the Professional Services Agreement for Door
Inspection, Maintenance with National Garage Door
BACKGROUND:

One element of the City’s facility maintenance responsibilities is maintenance and repairs of the garage doors, swinging double doors, and access control doors for City Hall, Fire Station, the Community Centers, the Marine Safety Center, and the Public Works Maintenance Facility. These services are provided by professional vendors hired by the Public Works Department through a competitive selection process.

On February 22, 2023, the City Council authorized the City Manager to enter into a Professional Services Agreement (PSA) with National Garage Door for replacement of the roll-up doors at the Fire Station and for maintenance of several other doors throughout the City’s facilities.

This item is before the City Council for the consideration of Resolution 2024-001 (Attachment 1) to ratify the City Manager’s decision to execute an amendment to the (PSA) with National Garage Door for the replacement of the Fire Station Garage Doors.

DISCUSSION:

As part of the annual door maintenance and as-needed repairs agreement, the vendor is required to perform routine maintenance at City Hall, the La Colonia Community Center, the Fletcher Cove Community Center, Marine Safety Center, and the Fire Station. This maintenance includes routine inspections, as-needed minor repairs, and replacements of garage doors, including the Garage doors at the Fire Station. National January 10, 2024
National Garage Door - Amendment No. 2

Garage Door is the City’s current service provider and City Staff has been satisfied with their work performance.

Resolution 2023-016 authorized the City Manager to award a Professional Services Agreement to National Garage Door for the replacement of six roll up doors at the fire station. This PSA encompasses both maintenance and construction elements. The maintenance component of the agreement focuses on preserving existing structures and systems, ensuring their functionality over time. Meanwhile, the construction component of the agreement involves implementing new components or upgrades and enhancing the overall infrastructure. This dual approach ensures a comprehensive strategy for the sustained reliability and development of the designated project.

For the replacement of the six (6) roll up doors at the Fire Station, City Staff selected a color for the garage doors from a brochure that was intended to replicate the color of the existing doors. Following the installation of the first new garage door, it was brought to Staff’s attention that the color selection did not represent the color chosen from the brochure, resulting in garage doors that did not match the aesthetic of the originally approved Fire Station. Recognizing the importance of maintaining a cohesive appearance that reflects our commitment to the community, the City Manager directed Staff to execute a change order with the contractor to order new doors in a color that more closely matches the color of the existing doors. The purpose of this Staff Report is to ratify the City Manager’s decision to execute a change order for the new doors to replace the previously purchased garage doors with ones that align with the design of the fire station. This adjustment not only serves to enhance the visual appearance of the facility, but also ensures that the City meets the expectations of both the community and our dedicated firefighters.

Table 1 provides a breakdown of the PSA with National Garage Door.

TABLE 1: MAINTENANCE, CONSTRUCTION, AND AS-NEEDED REPAIRS FISCAL YEAR 2023/24
ITEM DESCRIPTION National Garage Door
Approved Amount for Maintenance and As-Needed Repairs $ 21,900 Approve Amount to Replace Six Roll up Doors at the Fire Station
$140,000
Approved Contingency Amount $21,000
Additional Needed Funding $48,000
TOTAL $230,900
Replacing the garage doors is crucial for community and firefighter safety, ensuring efficient emergency response and also protecting our fire safety vehicles and personnel.

This investment not only enhances the facility but also aligns with our commitment to public safety and welfare, making it a prudent use of funds.

January 10, 2024
National Garage Door - Amendment No. 2

This item is presented to the City Council to consider ratifying the City Manager's decision to replace the garage doors at the City’s Fire Station. The old garage doors will be sent to auction, providing an opportunity for cost recovery. This process not only helps offset expenses for the garage door replacement project but also contributes to the City’s fiscal sustainability by generating additional revenue through the sale of surplus items.

CEQA COMPLIANCE STATEMENT:

All work covered by this agreement is exempt per Section 15301(a) of the State CEQA Guidelines pursuant to the California Environmental Quality Act.

FISCAL IMPACT:

The current agreement with National Garage Door is for $140,000 with a contingency amount of $21,000, and $21,900 for maintenance and as-needed repairs, for a total not to exceed amount of $182,900.

City Staff is recommending that the City Council ratify the City Manager’s decision to purchase a new set of replacement garage doors, at a cost of $48,000 and to appropriate $48,000 from the CIP Fund unallocated fund balance to provide sufficient funding for the replacement of all six garage doors at the fire station for FY 2023/24, bringing the not to exceed amount to $230,900. Please note that there was a remaining balance of $75,211 for the Fiscal Year 2022-23 Street Maintenance & Repair Project, Bid No. 2023-07, that would more than offset this additional expenditure.

WORK PLAN:

This project was not mentioned in the FY 2023/24 Work Plan.

OPTIONS:
• Approve Staff recommendation.
• Approve Staff recommendation with alternative amendments/modifications. • Provide direction/feedback.

DEPARTMENT RECOMMENDATION:

Staff recommends the City Council:

1. Adopt Resolution 2024-001:

January 10, 2024
National Garage Door - Amendment No. 2

a. Ratifying the City Manager’s decision to execute amendment No. 2 to the Professional Services Agreement with National Garage Door, in an amount of $48,000, for a total not to exceed amount of $230,900 for Fiscal Year 2023/24.
b. Authorizing a transfer of $48,000 from the CIP Fund unallocated fund balance for Fiscal Year 2023/24.
c. Authorizing the City Treasurer to amend the Fiscal Year 2023/24 Adopted Budget accordingly.

CITY MANAGER’S RECOMMENDATION:

Approve Department Recommendation.
_________________________
Gregory Wade, City Manager
Attachments:

1. Resolution 2024-001
ATTACHMENT 1
RESOLUTION 2024-001

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SOLANA BEACH, CALIFORNIA, RATIFYING THE CITY
MANAGER’S DECISION TO EXECUTE AMENDMENT NO.2

TO THE PROFESSIONAL SERVICES AGREEMENT WITH
NATIONAL GARAGE DOOR FOR MAINTENANCE, ASNEEDED REPAIRS, AND REPLACEMENT OF THE CITY’S

GARAGE DOORS
WHEREAS, the Solana Beach Fire Station garage doors have exceeded their useful life, in order to meet the needs and expectations of the community; and WHEREAS, Resolution 2023-016 authorized the City Manager to award a Professional Services Agreement to National Garage Door for the replacement of six roll up doors at the fire station. Replacing the garage doors is crucial for community and firefighter safety, ensuring efficient emergency response; and WHEREAS, this resolution is intended to ratify the City Manager’s decision to execute a change order for the new doors to replace the previously purchased garage doors with ones that align with the design of the fire station. This adjustment not only serves to enhance the visual appeal of the facility but also ensures that City meets the expectations of both the community and our dedicated firefighters; and WHEREAS, the old garage doors will be sent to auction, providing an opportunity for cost recovery. This process not only helps offset expenses for the garage door replacement project but also contributes to the City’s fiscal sustainability by generating additional revenue through the sale of surplus items.

WHEREAS, the current agreement with National Garage Door is for $140,000 with a contingency amount of $21,000, and $21,900 for maintenance and as-needed repairs, for a total not to exceed amount of $182,900.

WHEREAS, City Staff are recommending an appropriation of $48,000 from the CIP Fund unallocated fund balance to provide sufficient funding for the replacement of all six garage doors at the fire station, bringing the not to exceed amount to $230,900, for FY 2023/24.

NOW, THEREFORE, the City Council of the City of Solana Beach, California, does resolve as follows:

1. That the foregoing recitations are true and correct.

Resolution 2024-001
PSA Amendment No.2 – National Garage Door

a. That the City Council ratifies the City Manager’s decision to execute amendment No. 2 to the Professional Services Agreement with National Garage Door, in an amount of $48,000, for a total not to exceed amount of $230,900 for Fiscal Year 2023/24.
b. That the City Council authorizes a transfer of $48,000 from the CIP Fund unallocated fund balance for Fiscal Year 2023/24.
c. That the City Council authorizes the City Treasurer to amend the Fiscal Year 2023/24 Adopted Budget accordingly.

PASSED AND ADOPTED this 10th day of January 2024, at a regularly scheduled meeting of the City Council of the City of Solana Beach, California by the following vote:

AYES: Councilmembers –
NOES: Councilmembers –
ABSENT: Councilmembers –
ABSTAIN: Councilmembers –
______________________________
LESA HEEBNER, Mayor
APPROVED AS TO FORM: ATTEST:
________________________________ ______________________________ JOHANNA N. CANLAS, City Attorney ANGELA IVEY, City Clerk CITY COUNCIL ACTION:
______________________________________________________________________ ______________________________________________________________________ AGENDA ITEM # A.6.

STAFF REPORT

CITY OF SOLANA BEACH
TO: Honorable Mayor and City Councilmembers
FROM: Gregory Wade, City Manager
MEETING DATE: January 10, 2024
ORIGINATING DEPT: Engineering Department
SUBJECT: City Council Consideration of Resolution 2024-004 Authorizing the City Clerk to File a Notice of Completion for the Fiscal Year 2022-23 Street Maintenance & Repair Project
BACKGROUND:

At the June 28, 2023, City Council (Council) Meeting, Council awarded the construction contract for the Fiscal Year 2022-23 Street Maintenance & Repair Project, Bid No. 2023- 07, to Quality Construction & Engineering.

This item is before the Council to consider adoption of Resolution 2024-004 (Attachment 1) to report the final project costs, accept the project as complete, and to direct the City Clerk to file a Notice of Completion.

DISCUSSION:

Quality Construction & Engineering was selected for and completed all work on this project in accordance with the approved plans and specifications of Bid No. 2023-07 to the satisfaction of the City Engineer. The City will release the 5% retention ($54,989) 35 days after the approval of the Notice of Completion by the Council.

The following are some of the highlights of this annual street maintenance project:
• Pavement overlays on 10 street segments totaling 206,000 square feet (SF). • Slurry seals on 19 street segments totaling 620,000 SF. • Replacement of traffic striping and legends on all resurfaced street segments. • Construction of median curbs on Highland Drive between Lomas Santa Fe Drive and Uno Verde, including preparation of the median area and importing topsoil for future landscaping as a separate project.

January 10, 2024
FY 2022-23 Street Maintenance & Repair Project NOC

• Removal and reconstruction of curb, gutter, and sidewalk, including full width pavement overlay, on South Acacia from Plaza Street to the Distillery parking lot. • Localized pavement “pothole” repairs (dig-outs) throughout the City totaling 19,000 SF.
• Repainting faded traffic striping at select locations. • Replacement of damaged sidewalks at locations where additional work was performed.
• Installation of speed cushions including replacement of two sets of speed cushions on North Acacia between Cliff and Estrella and one set on North Granados between El Viento and Cliff.

One change order for additional work was approved, which included:
• Additional restriping on Lomas Santa Fe Drive, Plaza Street, San Andres Drive and Las Banderas Drive.
• Adjustment of bid quantities.
• Deletion of South Sierra sidewalk replacement as the Distillery Parking Lot. • Addition of concrete art pad in new Highland Drive medians. • Construction of berm on South Cedros at Marsolan.
• Addition of drain in South Acacia sidewalk.

CEQA COMPLIANCE STATEMENT:

The project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301(c) of the State CEQA Guidelines.

FISCAL IMPACT:

The project was funded by the Fiscal Year (FY) 2022/23 Annual Pavement Management Program and the South Acacia Streetscape Project. The funding includes $154,000 in Gas Tax Funds, $315,000 in TransNet Funds (including $90,000 programed for South Acacia Streetscape Project), $400,000 in Road Repair and Accountability Act (SB1) Funds, and $306,000 in General Funds. The total funding appropriated for this project was $1,175,000.

The construction base contract amount was $1,088,838. The City Council authorized a construction contingency in the amount of $86,162 to match the total project funding of $1,175,000. One change order was executed in the net amount of $10,950.06, for a final project cost of $1,099,788.46. This change order is covered by the approved contingency amount of $86,161.60, of which $75,211 was unused and will be returned to the General Fund to be used for other purposes.

WORK PLAN:

Unprioritized Community Character Issues.

January 10, 2024
FY 2022-23 Street Maintenance & Repair Project NOC

OPTIONS:
• Adopt Staff recommendation.
• Deny Staff recommendation and provide direction.

DEPARTMENT RECOMMENDATION:

Staff recommends that the City Council adopt Resolution 2024-004:

1. Authorizing the City Council to accept, as complete, the FY 2022-23 Street Maintenance & Repair Project, Bid No. 2023-07, performed by Quality Construction & Engineering.

2. Authorizing the City Clerk to file a Notice of Completion.

CITY MANAGER’S RECOMMENDATION:

Approve Department Recommendation.
_________________________
Gregory Wade, City Manager
Attachments:

1. Resolution 2024-004
RESOLUTION 2024-004

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SOLANA BEACH, CALIFORNIA, ACCEPTING, AS
COMPLETE, THE FY 2022-23 STREET MAINTENANCE &
REPAIR PROJECT, BID NO. 2023-07 AND AUTHORIZING

THE CITY CLERK TO FILE A NOTICE OF COMPLETION
WHEREAS, on June 28, 2023, the City Council awarded a construction contract for the FY 2022-23 Street Maintenance & Repair Project, Bid No. 2023-07, to Quality Construction & Engineering; and
WHEREAS, the FY 2022-23 Street Maintenance & Repair Project has now been completed in accordance with the plans and specifications included as part of the public works contract with Quality Construction & Engineering to the satisfaction of the City Engineer.

NOW, THEREFORE, the City Council of the City of Solana Beach, California, does resolve as follows:

1. That the above recitations are true and correct.

2. That the City Council accepts, as complete, the FY 2022-23 Street Maintenance & Repair Project, Bid No. 2023-07, performed by Quality Construction & Engineering.

3. That the City Council authorizes the City Clerk to file a Notice of Completion for the project.

PASSED AND ADOPTED this 10th day of January 2024, at a regularly scheduled meeting of the City Council of the City of Solana Beach, California by the following vote:

AYES: Councilmembers
NOES: Councilmembers
ABSTAIN: Councilmembers
ABSENT: Councilmembers
______________________________
LESA HEEBNER, Mayor
APPROVED AS TO FORM: ATTEST:
______________________________ _______________________________ JOHANNA N. CANLAS, City Attorney ANGELA IVEY, City Clerk CITY COUNCIL ACTION: ____________________________________________________ _________________________________________________________________________ AGENDA ITEM # A.7.

STAFF REPORT

CITY OF SOLANA BEACH
TO: Honorable Mayor and City Councilmembers
FROM: Gregory Wade, City Manager
MEETING DATE: January 10, 2024
ORIGINATING DEPT: Community Development Department
SUBJECT: Request to Purchase Two (2) Ford Maverick Hybrid Pickup Trucks for Code Compliance Staff (Resolution 2024-008)
BACKGROUND:

The Code Compliance Division of the Community Development Department currently operates and maintains a model year 2013 Ford Escape and 2008 Ford Ranger pickup. These vehicles are primarily used by Code Compliance Staff for parking enforcement and field related activities throughout the City. They are also used to transport traffic control devices and illegal signs or materials removed from the City’s right-of-ways. One of the code vehicles is inoperable leaving one vehicle to share amongst code compliance Staff. The remaining code compliance vehicle is ten (10) years old and has been determined that it is also beyond its life expectancy as a regular/daily use vehicle.

This item is before the City Council to consider approving Resolution 2024-008 (Attachment 1) authorizing the purchase of two replacement vehicles for the Code Compliance Division.

DISCUSSION:

The City of Solana Beach’s Code Compliance Division operates and maintains a fleet of two (2) vehicles for the purpose of field inspections, traffic control and parking enforcement patrols.

Occasionally, these vehicles must be replaced as they have met the end of their useful life.

The new model year hybrid pickup trucks will replace a fifteen (15) year old Ford Ranger pickup truck and a ten (10) year old Ford Escape that have exceeded their useful lives. They are scheduled for replacement. The Ford Ranger truck has undergone repairs for electrical and instrument issues, as well as chronic battery failures due to an electrical short issue. It presently remains unused. The Ford Escape has been regularly shared between two Staff members for five (5) consecutive days a week. The Community Development Department Director is recommending that both vehicles be replaced with 2024 hybrid model Ford Maverick pick-up trucks. Staff is also recommending safety lighting/vehicle upfit package to be included on each truck, which will add an additional $6,134.01 to the total price, for a total cost of $48,340.23 per vehicle. The total cost for both vehicles with upfits would be $96,680.46. The total cost includes sales tax, DMV registration, tire fee and destination charge.

January 10, 2024
Code Compliance Vehicle Replacement

The City’s purchasing regulation Section 3.08.130(C) of the Solana Beach Municipal Code authorizes “public agencies” to participate in cooperative purchasing agreements like those established by eBidboard or acquired in cooperation with another government agency. Where no joint powers authority exists, the City may utilize the bid lists of the state or another governmental agency where it is beneficial and economically advantageous to do so, as long as the bid process utilized by the other governmental agency is similar to the City process.

After eBidboard resulted in no responses or interest from local auto dealers, and after careful evaluation of various purchasing options and in consultation with the City Attorney’s office, Staff opted to utilize the State of California’s Department of General Services Fleet Vehicle Contract.

The State contract with auto dealers may also be utilized by any local government agency to place a direct order for any listed vehicle option within the contract but would be subject to inventory availability, per State policy. Staff located a compact Ford pickup truck hybrid option within the State’s contract list of vehicles. It was the only compact pickup hybrid option available.

It is anticipated that it will take approximately four to six months for the City to receive the new vehicles. Upon receipt of the new vehicles, Code Compliance Staff will coordinate all necessary steps to get the vehicles into use. Below is a representative picture of the vehicles.

The vehicles will be eco-hybrid/fuel efficient models, consistent with the preference and direction of City Council and they are the only compact sized, alternative fuel pickup available on the State’s contract list. The rugged nature of code compliance activities includes, but is not limited to, transporting cones, barricades and illegal signage which makes this compact truck the most appropriate hybrid vehicle type.

CEQA COMPLIANCE STATEMENT:

This action is not subject to review under the California Environmental Quality Act (CEQA).

January 10, 2024
Code Compliance Vehicle Replacement

FISCAL IMPACT:

The new vehicles for the Code Compliance Division will be purchased utilizing funds within the Asset Replacement Fund Reserve specifically identified for and allocated within the budget for this fiscal year to replace the existing Code Compliance vehicles. The base price and options discussed are itemized in Table 1, below. The total cost for the vehicles is $96,680.46. There are sufficient funds in the Asset Replacement Fund Reserve to cover the cost.

Table 1 – Vehicle Descriptions and Cost
Item Description Cost
Two (2) 2024 Ford Maverick
Crew Pickup (Hybrid) Downtown Ford Sacramento $76,064.00 Emergency Light
Package/Upfitting (x2)
-Provide and install 42” light bar.
-Provide and install LED 4-corner strobes.
-Prove and Install 100 Watt PA (siren
disabled).
-Provide and Install lighting/PA system
controls.
$11,610.00
Sales Tax $6,788.96
Delivery Fee and CA Tire Tax $2,217.50
Total Cost $96,680.46
WORK PLAN:

N/A
OPTIONS:
• Adopt Staff recommendation.
• Adopt Staff recommendation with revisions.
• Deny Staff recommendations and provide direction.

DEPARTMENT RECOMMENDATION:

Staff recommends the City Council approve Resolution 2024-008 authorizing the purchase of two (2) new Ford Maverick Hybrid pick-up trucks, with equipment upfits, for $96,680.46 for the Code Compliance Division.

January 10, 2024
Code Compliance Vehicle Replacement

CITY MANAGER’S RECOMMENDATION:

Approve Department Recommendation.
_________________________
Gregory Wade, City Manager
Attachment:

1. Resolution 2024-008
RESOLUTION 2024-008

A RESOLUTION OF THE CITY COUNCIL OF THE CITY

OF SOLANA BEACH, CALIFORNIA, AUTHORIZING

THE PURCHASE OF TWO REPLACEMENT VEHICLES

FOR THE CODE COMPLIANCE DIVISION
WHEREAS, there are currently two (2) vehicles that are utilized by the Code Compliance Division and both are in need of replacement since they have reached the end of their useful lives; and
WHEREAS, the Code Compliance Division of the Community Development Department’s 2008 Ford Ranger and 2013 Ford Escape need to be replaced to support the department's continuity of operations; and
WHEREAS, in accordance with Solana Beach Municipal Code (SBMC) Section

3.08.080, Staff prepared specifications and advertised a notice of inviting bids through a formal competitive bidding process, utilizing eBidboard, for two (2) new Ford Maverick hybrid pickup trucks but did not receive any bids and, therefore, the State of California’s Department of General Services Fleet Vehicle Contract is to be utilized; and WHEREAS, Staff is recommending the Code Compliance Division’s vehicles be replaced with two (2) new Ford Maverick Hybrid pick-up trucks with identified upfitting/equipment installation; and
WHEREAS, Staff obtained a quote from Downtown Ford of Sacramento, an auto dealer listed within the State of California’s Department of General Services Fleet Vehicle Contract to locate a vehicle that meets the needs of the department.

NOW, THEREFORE, the City Council of the City of Solana Beach, California, does resolve as follows:

1. That the above recitations are true and correct.

2. That the City Council approves the purchase of two (2) Ford Maverick Hybrid pickup trucks, including accessories, for $84,412.44 from Downtown Ford of Sacramento.

3. That the City Council approves the purchase of vehicle upfitting for emergency lighting, for $12,268.02.

4. That the City Council approves the expenditure of $96,680.46 from the Asset Replacement Reserve Fund of monies already identified for the purchase of new vehicles for the Code Compliance Division by adopting the FY 2023-2024 Budget.

Resolution 2024-008
Code Compliance Replacement Vehicles

PASSED AND ADOPTED this 10th day of January, 2024, at a regular meeting of the City Council of the City of Solana Beach, California by the following vote:

AYES: Councilmembers –
NOES: Councilmembers –
ABSTAIN: Councilmembers –
ABSENT: Councilmembers –
______________________________
LESA HEEBER, Mayor
APPROVED AS TO FORM: ATTEST:
______________________________ _______________________________ JOHANNA N. CANLAS, City Attorney ANGELA IVEY, City Clerk CITY COUNCIL ACTION:
________________________________________________________________ ________________________________________________________________ AGENDA ITEM # B.1.

STAFF REPORT

CITY OF SOLANA BEACH
TO: Honorable Mayor and City Councilmembers
FROM: Gregory Wade, City Manager
MEETING DATE: January 10, 2024
ORIGINATING DEPT: Community Development Department
SUBJECT: Request for a Conditional Use Permit for the Maintenance and Repair of an existing lower seawall and an existing upper drilled pier wall running east/west on the southern property line at 825 S. Sierra Avenue, Solana Beach. Case No: CUP23-001; Applicant: Del Mar Beach Club Homeowners Association
Resolution 2024-010.

BACKGROUND:

The Applicant, the Del Mar Beach Club Homeowners Association, is requesting the approval of a Conditional Use Permit (CUP) for the maintenance and repair of the southern 170-feet of an existing 540-foot-long lower bluff seawall on the coastal bluff below 825 S. Sierra Avenue as well as maintenance and repair of an existing upper bluff drilled pier wall running east/west at the southern property line. The proposed maintenance to the lower seawall would include the installation of a new row of tie-back anchors to provide lateral support as the existing tiebacks are failing, the removal of all spalled concrete and either cleaning or replacing the reinforcing steel, placing a new shotcrete cover over the repaired area, and the installation of weep holes at or above 7 MSL. The maintenance of the upper bluff pier wall would include the placement of a reinforced shotcrete skin on the existing 18-inch drilled piers for the length of the exposure which is approximately 4 feet and if additional tiebacks are necessary an additional three rows would be installed. The entire project would require 20 cubic yards of grading. The approximately 12-acre lot is located in the High Residential (HR) Zone and developed with 192 condominiums.

This issue before the City Council is whether to approve, approve with conditions or deny the Applicant’s request for a Conditional Use Permit (CUP) as contained in Resolution 2024-010 (Attachment 1).

January 10, 2024
CUP23-001
Del Mar Beach Club HOA

DISCUSSION:

The existing condominium complex was constructed in the early 1970’s prior to the enactment of the Coastal Act. In 1980, the 540 foot long, 15-foot-high lower bluff seawall was constructed with the approval of the California Coastal Commission (CCC). In 1984, deeper foundation footings and backfill were approved because the existing wall had become undermined by the loss of sand. In 1989, a 40-foot long, 15-foot high, mid-bluff retaining wall and the installation of 29, 18-inch drilled piers was constructed to underpin the southwest corner of the condominium structure. In March of 2001, the City and the CCC approved the installation of five, 36-inch diameter drilled piers ranging from 28 to 70 feet deep perpendicular to the beach below in the southwest corner of the condominium complex. With each project, it was determined that the existing condominium complex or the shoreline structure was threatened and that the proposed construction measures were necessary to protect the complex. As a condition of approval for the 2001 project, the Applicant paid and in-lieu sand replenishment fee as the work extended the life of the seawall for approximately 30 years.

The Applicant has provided an “Updated Geotechnical Recommendations – Proposed Maintenance Repairs Existing Lower Bluff Seawall & South Property Line Upper Bluff Caisson System” from Soil Engineering Construction, Inc. which indicates that the existing bluff retention devices (BRD’s) have been adversely affected by ongoing erosion and bluff failures and have either been chemically or physically weathered due to the exposure to the elements including sea air and waive action. According to their assessment, maintenance and repair in two areas is necessary in order to extend the life of the BRD’s: 1) The repair of the southern 170-feet of an existing 540-foot-long lower bluff seawall and 2) The repair of the existing upper bluff drilled pier wall running east/west at the southern property line.

Proposed maintenance to the lower seawall would include the installation of a new row of tieback anchors to provide lateral support as the existing tiebacks are failing, the removal of all spalled concrete and either cleaning or replacing the reinforcing steel, placing a new shotcrete cover over the repaired area, and the installation of weep holes at or above 7 MSL. In addition, the underside of the lower concrete landing of the existing staircase has experienced spalling and requires moderate concrete patching and two columns supporting the lower landing have substantially deteriorated and will be replaced.

The upper bluff pier wall maintenance and repair would include the placement of a reinforced shotcrete skin on the existing 18-inch drilled piers for the length of the exposure which is approximately 4 feet and if additional tiebacks are necessary an additional three rows would be installed.

This CUP application is before the City Council because the Applicant’s Engineers performed tie-back exposure and testing and determined that the existing tiebacks have little to no retention capacity and in their opinion could fail at any time. Such failure would result in significant upper bluff failure that would threaten the existing southernmost condominium structure. The letter from Soil Construction Engineering, Inc. is included in Attachment 3.

Therefore, the project has been determined to be an emergency.

January 10, 2024
CUP23-001
Del Mar Beach Club HOA

Solana Beach Local Coastal Program
A consistency finding with the City’s Local Coastal Program (LCP) Land Use Plan (LUP) is required for the proposed project. The City’s LUP policies were certified to be consistent with Coastal Act Section 30235 which states: Revetments, breakwaters, groins, harbor channels, seawalls, cliff retaining walls, and other such construction that alters natural shoreline processes shall be permitted when required to serve coastal-dependent uses or to protect existing structures or public beaches in danger from erosion, and when designed to eliminate or mitigate adverse impacts on local shoreline sand supply.

Applicable City policies from the City’s Certified LUP (as amended) are listed below followed by a discussion of how the project complies or has been conditioned to comply with the City’s applicable and relevant LUP policies.
• Certified LUP Policy 4.14 (nonconforming structures)
• Certified LUP Policy 4.26 (irrigation controls for bluff properties) • Certified LUP Policy 4.28 (stormwater runoff)
• Certified LUP Policy 4.39 (payment of mitigation fees) • Certified LUP Policy 4.49 (findings)
• Certified LUP Policy 4.50 (impact mitigation fees)
• Certified LUP Policy 4.54 (shoreline protection device maintenance) • Certified LUP Policy 4.55 (coordination among neighbors) • Certified LUP Policy 4.58 (development on the bluff)
Policy 4.14: Existing, lawfully established structures that are located between the sea and the first public road paralleling the sea (or lagoon) built prior to the adopted date of the LUP that do not conform to the provisions of the LCP shall be considered legal nonconforming structures.

Such structures may be maintained and repaired, as long as the improvements do not increase the size or degree of non-conformity. Additions and improvements to such structures that are not considered Bluff Top Redevelopment, as defined herein, may be permitted provided that such additions or improvements themselves comply with the current policies and standards of the LCP. Complete demolition and reconstruction or Bluff Top Redevelopment is not permitted unless the entire structure is brought into conformance with the policies and standards of the LCP.
• Project Compliance with Policy 4.14: The main BRD, the lower bluff seawall, was constructed prior to the City’s incorporation and prior to the certification of the City’s LUP/LCP, however, it was approved by the CCC. Therefore, it is considered a legally existing nonconforming structure that can remain and be maintained and repaired. The proposed project would not increase the size of the nonconformity as proposed.

Policy 4.26: With respect to bluff properties only, the City will require the removal or capping of any permanent irrigation system within 100 feet of the bluff edge in connection with issuance of discretionary permits for new development, redevelopment, or shoreline protection, or bluff erosion, unless the bluff property owner demonstrates to the satisfaction of the Public Works Director, or the CCC if the project is appealed, that such irrigation has no material impact on bluff erosion (e.g., watering hanging plants over hardscape which drains to the street).

January 10, 2024
CUP23-001
Del Mar Beach Club HOA

• Project Compliance with Policy 4.26: The project has been conditioned to require the removal or capping of any permanent irrigation system within 100 feet of the bluff edge.

Policy 4.28: All storm water drain systems that currently drain or previously drained towards the west over the bluff shall be capped. These systems should be redesigned to drain directly, or through a sump system, and then pumped to the street in compliance with SWP 2007-0001 and consistent with SUSMP requirements. This policy shall be implemented as a condition of approval for all discretionary permits issued for bluff properties or within 5 years of adoption of the LCP, whichever is sooner.
• Project Compliance with Policy 4.28: The project has been conditioned to require that all storm water drain systems that currently drain towards the west over the bluff be capped.

Policy 4.39: Provide for reasonable and feasible mitigation for the impacts of all bluff retention devices which consists of the payment of Sand Mitigation Fees and Public Recreation Fees to the City or other assessing agency.
• Project Compliance with Policy 4.39: The project has been conditioned to mitigate for all impacts related to sand supply and public recreation through the payment of impact mitigation fees.

Policy 4.45: The City has adopted preferred bluff retention solutions (see Appendix B) to streamline and expedite the City permit process for bluff retention devices. The preferred bluff retention solutions are designed to meet the following goals and objectives:
(1) Locate bluff retention devices as far landward as feasible; (2) Minimize alteration of the bluff face;
(3) Minimize visual impacts from public viewing areas; , (4) Minimize impacts to adjacent properties including public bluffs and beach area; and,
(5) Conduct annual visual inspection and maintenance as needed.

The bluff property owner’s licensed Civil or Geotechnical Engineer must examine the device for use in the specific location and take responsibility for the design as the Engineer of Record.

The Bluff Property Owner shall arrange for and pay the costs of:
(1) The licensed Geotechnical or Civil Engineer;
(2) The bluff retention device;
(3) A bond to ensure completion of the bluff retention device; (4) Appropriate mitigation; and
(5) All necessary repairs, maintenance, and if needed removal. • Project Compliance with Policy 4.45: The project Applicant has paid for their licensed Geotechnical Engineer and will pay the construction costs for the maintenance and repair of the existing bluff retention devices and will be conditioned to pay the City a bond to ensure completion of the maintenance and repair bluff retention device. Sand January 10, 2024
CUP23-001
Del Mar Beach Club HOA

Supply and Public Recreation Impact Mitigation fees are required to be paid by the Applicant prior to issuance of the construction permit. The Applicant will be responsible for all necessary future repairs and maintenance.

Policy 4.49: Coastal structures shall be approved by the City only if all the following applicable findings can be made and the stated criteria satisfied. The permit shall be valid until the currently existing structure requiring protection is redeveloped (per definition of Bluff Top Redevelopment in the LUP), is no longer present, or no longer requires a protective device, whichever occurs first and subject to an encroachment/removal agreement approved by the City.
(a) Based upon the advice and recommendation of a licensed Geotechnical or Civil Engineer, the City makes the findings set forth below.
(1) A bluff failure is imminent that would threaten a bluff home, city facility, city infrastructure, and/or other principal structure.
(2) The coastal structure is more likely than not to preclude the need for a larger coastal structure or upper bluff retention structure. Taking into consideration any applicable conditions of previous permit approvals for development at the subject site, a determination must be made based on a detailed alternatives analysis that none of the following alternatives to the coastal structure are currently feasible, including:
• A Seacave/Notch Infill;
• A smaller coastal structure; or
• Other remedial measures capable of protecting the bluff home, city facility, non-city-owned utilities, and/or city infrastructure, which might include or other non-beach and bluff face stabilizing measures, taking into account impacts on the near and long term integrity and appearance of the natural bluff face, and contiguous bluff properties;
(3) The bluff property owner did not create the necessity for the coastal structure by unreasonably failing to implement generally accepted erosion and drainage control measures, such as reasonable management of surface drainage, plantings and irrigation, or by otherwise unreasonably acting or failing to act with respect to the bluff property. In determining whether or not the bluff property owner's actions were reasonable, the City shall take into account whether or not the bluff property owner acted intentionally, with or without knowledge, and shall consider all other relevant credible scientific evidence, as well as, relevant facts and circumstances.
(4) The location, size, design and operational characteristics of the proposed coastal structure will not create a significant adverse effect on adjacent public or private property, natural resources, or public use of, or access to, the beach, beyond the environmental impact typically associated with a similar coastal structure and the coastal structure is the minimum size necessary to protect the principal structure, has been designed to minimize all environmental impacts, and provides mitigation for all coastal and environmental impacts, as provided for in this LCP. (b) The coastal structure shall meet City Design Standards, which shall include the following criteria to ensure the coastal structure will be:

January 10, 2024
CUP23-001
Del Mar Beach Club HOA

(1) Constructed to resemble as closely as possible the natural color, texture and form of the adjacent bluffs;
(2) Landscaped, contoured, maintained and repaired to blend in with the existing environment;
(3) Designed so that it will serve its primary purpose of protecting the bluff home or other principal structure, provided all other requirements under the implementing ordinances are satisfied, with minimal adverse impacts to the bluff face;
(4) Reduced in size and scope, to the extent feasible, without adversely impacting the applicant's bluff property and other properties; and (5) Placed at the most feasible landward location considering the importance of preserving the maximum amount of natural bluff and ensuring adequate bluff stability to protect the bluff home, City facility, or City infrastructure.
(c) Mitigation for the impacts to shoreline and sand supply, public access and recreation and any other relevant coastal resource impacted by the coastal structure is required and shall be assessed in 20-year increments, starting with the building permit completion certification date. Property owners shall apply for a CDP amendment prior to expiration of each 20-year mitigation period, proposing mitigation for coastal resource impacts associated with retention of the coastal structure beyond the preceding 20-year mitigation period and shall include consideration of alternative feasible measures in which the permittee can modify the coastal structure to lessen the coastal structure’s impacts in coastal resources. Monitoring reports to the City and the Coastal Commission shall be required every five years from the date of the CDP issuance until CDP expiration, which evaluate whether or not the coastal structure is still required to protect the existing structure it was designed to protect. The permittee is required to submit a CDP application to remove the authorized coastal structure within six months of a determination that the coastal structure is no longer required to protect the existing structure it was designed to protect.
• Project Compliance with Policy 4.49: The proposed project includes the maintenance and repair of the existing BRD’s. The Applicant’s Engineer has made a determination that the need for repair is an emergency situation due to the fact that the existing tiebacks of the seawall have little to no retention capacity. The City’s third-party geotechnical engineer Construction Testing and Engineering, Inc. (CTE) has reviewed the plans, geotechnical reports, pictures and letters provided by the Applicant and confirmed that the project complies with, or has satisfied all of the findings required in, this policy (Attachment 6). The project has been designed consistent with the engineering design requirements of the City’s Certified LUP/LCP. Mitigation has been imposed on the project as a condition of approval.

Policy 4.50: The bluff property owner shall pay for the cost of the coastal structure or Infill and pay a Sand Mitigation Fee and a Public Recreation Fee per LUP Policy 4.39. These mitigation fees are not intended to be duplicative with fees assessed by other agencies. It is anticipated the fees assessed as required by this LCP will be in conjunction with, and not duplicative of, January 10, 2024
CUP23-001
Del Mar Beach Club HOA

the mitigation fees typically assessed by the CCC and the CSLC for impacts to coastal resources from shoreline protective devices.
• Project Compliance with Policy 4.50: The project will be required to mitigate all sand supply and public recreation impacts through the payment of mitigation fees to the City.

The Applicant will also be required to obtain all necessary permits and approvals from the CCC and the CSLC prior to the City issuance of a construction permit.

Policy 4.54: Any bluff retention device shall be reasonably maintained and repaired by the bluff property owner on an “as needed” basis, at the bluff property owner’s expense, in accordance with the implementing ordinances and any permit issued by the City. Any authorized assessing entity in which the project lies shall ensure such payments are reimbursed to the City if the bluff property owner fails to perform such work and the City elects to do so, subject to mandatory reimbursement. However, in all cases, after inspection, it is apparent that repair and maintenance is necessary, including maintenance of the color of the structures to ensure a continued match with the surrounding native bluffs, the bluff property owner or assessing entity shall contact the City or CCC office to determine whether permits are necessary, and, if necessary, shall subsequently apply for a coastal development permit for the required maintenance.
• Project Compliance with Policy 4.54: The project has been conditioned to include a requirement that the proposed project be repaired and maintained as needed for the life of the structure.

Policy 4.55: To achieve a well maintained, aesthetically pleasing, and safer shoreline, coordination among property owners regarding maintenance and repair of all bluff retention devices is strongly encouraged. This may also result in cost savings through the realization of economies of scale to achieve these goals by coordination through an assessing entity. All bluff retention devices existing as of the date of certification of the LCP, to the extent they do not conform to the requirements of the LCP, shall be deemed non-conforming. A bluff property owner may elect to conform his/her/its bluff property or bluff retention device to the LCP at any time if the City finds that an existing bluff retention device that is required to protect existing principal structures in danger from erosion is structurally unsound, is unsafe, or is materially jeopardizing contiguous private or public principal structures for which there is no other adequate and feasible solution, then the City may require reconstruction of the bluff retention device.
• Project Compliance with Policy 4.55: The subject CUP application was collectively submitted by the Del Mar Beach Club Condominium Homeowners Association.

Policy 4.58: Development on the bluffs, including the construction of a bluff retention device, shall include measures to ensure that:
• No stockpiling of dirt or construction materials shall occur on the beach; • All grading shall be properly covered and sandbags and/or ditches shall be used to prevent runoff and siltation;
• Measures to control erosion shall be implemented at the end of each day’s work; • No machinery shall be allowed in the intertidal zone at any time to the extent feasible; January 10, 2024
CUP23-001
Del Mar Beach Club HOA

• All construction debris shall be properly collected and removed from the beach.

Shotcrete/concrete shall be contained through the use of tarps or similar barriers that completely enclose the application area and that prevent shotcrete/concrete contact with beach sands and/or coastal waters.
• Project Compliance with Policy 4.58: Compliance with the requirements of this policy have been included as engineering conditions of approval.

Resolution No. 2024-010 (Attachment 1) contains citations to relevant policies of the City’s LUP/LCP as conditions of approval.

Sand Mitigation Fee and Public Recreation Impact Mitigation Fee Deposit As mentioned before, the lower bluff seawall was constructed prior to the certification of the City of Solana Beach LCP/LUP and the certification of how to calculate the Sand Mitigation Fee and the Public Recreation Impact Mitigation Fee for projects. These calculations are now Appendix A and C of the City’s LCP/LUP. Now that the Applicant is proposing maintenance and repair that will extend the life of the southern 170 feet of the lower seawall, the City should calculate and charge the Applicant the Sand Mitigation Fee and the Public Recreation Impact Fee for a period of 20 years for this portion of the wall.

Using these calculations, the Public Recreation Impact Fee would be $205,700 for the repair of the southern portion of the lower seawall. At the time this report was published Staff was still working with the City’s third-party geotechnical engineer to determine the estimated Sand Mitigation Fee which will be provided in a blue folder memo distribution.

Additional maintenance and repairs are proposed with this permit; however, some Sand Mitigation fees were previously paid for the upper bluff work and the Public Recreation Fee would not apply, therefore, the City is not assessing fees for this portion of the project at this time.

It is unclear how the fees would be assessed for maintenance of the columns and landing of the staircase, therefore, a condition of approval will be added to the Resolution indicating that the Applicant is required to pay the Sand Mitigation Fee and the Public Recreation Impact Mitigation Fee in the amount calculated by the City unless the CCC assesses the fee at a higher amount, then we would accept the fee in the amount assessed by the CCC so that the Applicant wouldn’t have to return to the City Council for assessment of a different amount of fees.

Compliance with Solana Beach Certified LUP Policies
Staff has evaluated the CUP application taking into account the following factors: (1) the relevant policies of the City’s Certified LUP; (2) the conclusions drawn by the (a) City of Solana Beach’s independent third-party geotechnical consultant CTE, INC. regarding the need for the project and the appropriateness of the proposed maintenance and repair to be performed to the existing BRD’s and (b) the City of Solana Beach City Engineering conditions of approval; and (3) the Applicant’s geotechnical reports and supplemental alternatives analysis January 10, 2024
CUP23-001
Del Mar Beach Club HOA

(Attachments 4,5, and 6).

After evaluating the project plans, photos, and the geotechnical recommendations report and response letters from the Applicant’s Engineers, Soils Engineering Construction, Inc. and Degenkolb Engineers, included in Attachments 4, 5, and 6, and the third-party review findings provided by the City’s geotechnical engineering consultant, CTE, Inc., and the City Engineer, Staff concurs that the proposed project has met the standard of imminent danger. Without the proposed project to stabilize the existing BRD’s the prospect of bluff failure could threaten the southwestern most condominium building.

Based on the foregoing information, City Staff finds that the proposed project could be found consistent with applicable LUP policies previously cited.

In addition to the required LUP findings, compliance with the Solana Beach Municipal Code is required to support issuance of a Conditional Use Permit.

Compliance with Solana Beach Municipal Code (SBMC) Findings 17.68.010 (F) a. That the proposed use is in accord with the general plan, the general intent of this title, and the purposes of the zone in which the site is located. b. That the proposed use, together with the conditions applicable thereto, will not be detrimental to the public health, safety, or welfare, or materially injurious to properties or improvements in the vicinity.
c. That the proposed use complies with each of the applicable provisions of the zoning ordinance, unless a variance is granted pursuant to SBMC 17.68.020.

The proposed project is consistent with required finding (a), whereby shoreline protective devices are a structure/use allowed in the City to protect bluff top principal structures in danger of erosion.

The proposed project is consistent with the required finding (b) whereby the proposed project is needed to address an emergency condition whereby bluff failure has been confirmed to be imminent by Construction Testing and Engineering, Inc. (CTE, Inc. who is one of the City’s on call third-party Geotechnical Engineering Firms).

The proposed project is consistent with the required finding (c) whereby the proposed project is consistent with the zoning ordinance which allows for shoreline protection.

CEQA COMPLIANCE STATEMENT:

The proposed project qualifies as an emergency repair pursuant to the California Environmental Quality Act (CEQA) Public Resources Code §§ 21060.3, as evidenced by a licensed geotechnical engineer. Thus, this project is exempt from CEQA per 2023 State CEQA Guidelines §15269(b)(c). The project Engineer also provided a letter confirming that this is an emergency condition which has been provided in attachment 3. The project also qualifies for January 10, 2024
CUP23-001
Del Mar Beach Club HOA

and exemption under 15301 existing facilities.

FISCAL IMPACT: N/A
WORK PLAN: N/A
OPTIONS:
• Approve the proposed project and adopt Resolution 2024-010. • Deny the proposed project.
• Provide alternative direction.

DEPARTMENT RECOMMENDATION:

Staff recommends that the City Council:

1. Conduct the Public Hearing: Open the public hearing, Report Council disclosures, receive public testimony, and close the public hearing.

2. Find the Proposed Project exempt from the requirements of CEQA pursuant to 2023 State California CEQA Guidelines §15269 as emergency conditions exist onsite. The project could also be found exempt from the requirements of CEQA pursuant to Section 15301 of the State California CEQA Guidelines.

3. Adopt Resolution 2024-010 conditionally approving a Conditional Use Permit for maintenance and repair of the southern 170 feet of an existing 540-foot lower bluff seawall and an upper bluff drilled pier wall running east to west along the southern property line at 825 S. Sierra Avenue, Solana Beach.

CITY MANAGER’S RECOMMENDATION:

Approve Department Recommendation.
______________________________
Gregory Wade, City Manager
Attachments:

1. Resolution 2024-010

2. Proposed Plans

3. Soil Engineering Construction Inc. Designation as an Emergency

4. CTE Review Letter

5. Soil Construction Engineering, Inc. Engineering Recommendations

6. Responses from Applicant’s Engineers
RESOLUTION 2024-010

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SOLANA BEACH, CALIFORNIA, APPROVING A

CONDITIONAL USE PERMIT FOR MAINTENANCE AND
REPAIR OF THE SOUTHER 170 FEET OF AN EXISTING 540-

FOOT-LONG LOWER BLUFF SEAWALL AND MAINTENANCE

AND REPAIR OF AN EXISTING UPPER BLUFF DRILLED PIER

WALL THAT RUNS EAST/WEST ALONG THE SOUTHERN

PROPERTY LINE ON THE BLUFF BELOW THE DEL MAR
BEACH CLUB CONDOMINIUM COMPLEX AT 825 SOUTH
SIERRA AVENUE IN SOLANA BEACH.

APPLICANTS: DEL MAR BEACH CLUB

CONDOMINIUM HOMEOWNERS

ASSOCIATION
CASE NO.: CUP23-001
WHEREAS, the Del Mar Beach Club Condominium Homeowners Association (hereinafter referred to as “Applicant”) has submitted an application for a Conditional Use Permit (CUP) pursuant to Title 17 (Zoning) of the Solana Beach Municipal Code (SBMC); and
WHEREAS, the City Council adopted the Amended Local Coastal Program (LCP) Land Use Plan (LUP) in June 2014 with policies allowing for repair and maintenance of existing, lawfully established structures as long as the improvements do not increase the size or degree of the nonconformity; and
WHEREAS, an Updated Geotechnical Recommendations Report and Project Plans prepared by Soil Construction Engineering, Inc. have been reviewed and confirmed by Construction Testing & Engineering, Inc. (CTE), the City’s third party independent geotechnical consultant, in a letter dated November 16, 2023, indicating the proposed project is required and has been designed consistent with all City requirements; and WHEREAS, at the duly noticed Public Hearing held on January 10, 2024, the City Council received and considered evidence concerning the proposed application as received; and
WHEREAS, the Public Hearing was conducted pursuant to the provisions of Solana Beach Municipal Code Section 17.72.030; and
WHEREAS, the City Council of the City of Solana Beach found the proposed project exempt from the California Environmental Quality Act pursuant because the proposed project qualifies as an emergency repair pursuant to the CEQA Public Resources Code §§ 21060.3, as evidenced by a licensed geotechnical engineer. the project is exempt from CEQA per 2023 State CEQA Guidelines §15269(b)(c) and Guidelines § 15301; and WHEREAS, this decision is based upon the evidence contained in the subject application, testimony of CTE, evidence presented at the Hearing and any information the Resolution 2024-010
CUP23-001

DMBC HOA

City Council gathered by viewing the site and the area as disclosed at the Hearing.

NOW THEREFORE, the City Council of the City of Solana Beach, California, does resolve as follows:

1. That the foregoing recitations are true and correct.

2. That the project is categorically exempt from the requirements of CEQA pursuant to 2023 State California CEQA Guidelines 15301 and the proposed project qualifies as an emergency repair pursuant to the CEQA Public Resources Code §§ 21060.3, as evidenced by a licensed geotechnical engineer. the project is exempt from CEQA per 2023 State CEQA Guidelines §15269(b)(c).

3. That the request for a CUP for the maintenance and repair of the southern 170- feet of an existing 540-foot-long lower bluff seawall on the coastal bluff below 825 S. Sierra Avenue as well as maintenance and repair of an existing upper bluff drilled pier wall running east/west at the southern property line is conditionally approved based upon the following Findings and subject to the following Conditions:

4. FINDINGS
A. Compliance with Solana Beach Municipal Code (SBMC) Findings 17.68.010 for a Conditional Use Permit:

I. Before granting a conditional use permit, the planning director or city council shall make all of the following findings:
a. That the proposed use is in accord with the general plan, the general intent of this title, and the purposes of the zone in which the site is located.

General Plan Consistency
The City Council finds the proposed project to be consistent with the following General Plan policies in the City’s Land Use (LU) Element for residential land uses as repair and maintenance of deteriorating existing legal structures is permitted:
• Policy LU-5.1: To ensure that development does not create adverse environmental, geographic, or geologic impacts, the City Council shall maintain ordinances for the preservation of hillsides, floodplains, sensitive biological areas, canyons, wetlands, coastal lands, scenic public views and, where feasible, private views. The Council shall also continue to regulate development of property within special hazard areas, including floodplains, coastal bluffs, and steep hillside areas.

Resolution 2024-010
CUP23-001

DMBC HOA

• Policy LU-7.5: Protect, maintain, and where feasible, enhance and restore coastal resources consistent with the Local Coastal Program.

Local Coastal Plan/Land Use Plan Consistency
The Solana Beach City Council adopted an LCP/LUP on February 27, 2013 (amended and certified on June 11, 2014). Although the LUP has been certified by the California Coastal Commission, the Local Implementation Plan (LIP) portion of the LCP has not yet been certified; as such, the provisions of the LUP are considered by the Coastal Commission to be advisory rather than mandatory at this time.

The purpose of the LUP is to implement the State’s goals for the coastal zone. The City’s LUP provides long-term goals that promote the beneficial use of lands in the City and the beach and shoreline for residents and visitors alike. The LUP allows for existing structures to be maintained and repaired pursuant to the following policies:
• Policy 4.14: Existing, lawfully established structures that are located between the sea and the first public road paralleling the sea (or lagoon) built prior to the adopted date of the LUP that do not conform to the provisions of the LCP shall be considered legal
nonconforming structures. Such structures may be maintained and repaired, as long as the improvements do not increase the size or degree of non-conformity. Additions and improvements to such structures that are not considered Bluff Top Redevelopment, as defined herein, may be permitted provided that such additions or improvements themselves comply with the current policies and standards of the LCP. Complete demolition and reconstruction or Bluff Top Redevelopment is not permitted unless the entire structure is brought into conformance with the policies and standards of the LCP. See also Policy 5.45 which addresses non-Bluff Properties.

The City Council finds the proposed project to be consistent with the LCP/LUP as the existing Bluff Retention Devices (BRD’s) were constructed with the approval of the California Coastal Commission prior to the Certification of the City’s LCP/LUP and the proposed maintenance and repair would not enlarge or expand the wall.

Specific Plans and Special Overlays
The proposed project is located within the Coastal Zone. As a condition of project approval, the Applicant will be required to obtain a Coastal Development Permit, Waiver, or Exemption from the California Coastal Commission prior to the issuance of a grading permit.

Resolution 2024-010
CUP23-001

DMBC HOA

Zoning Ordinance Consistency
The project is consistent with the Zoning Ordinance in that shoreline protective devices are a structure/use allowed in the City to protect bluff top principal structures in danger of erosion.
b. That the proposed use, together with the conditions applicable thereto, will not be detrimental to the public health, safety, or welfare, or materially injurious to+ properties or improvements in the vicinity.

The proposed project is consistent with the required finding (b) whereby the proposed project is needed to address an emergency condition whereby bluff failure has been confirmed to be imminent by Construction Testing and Engineering, Inc. (CTE, Inc. who is one of the City’s on call third-party Geotechnical Engineering Firms).
c. That the proposed use complies with each of the applicable provisions of the zoning ordinance, unless a variance is granted pursuant to SBMC

17.68.020.

The project has been reviewed by the City Engineer, the City’s third-party Geotechnical Engineer and found to be in compliance with the Zoning Ordinance, the LCP/LUP and the Zoning Ordinance and necessary to prevent bluff failures that would threaten the existing structures.

2. If the conditional use permit is for the purpose of permitting an expansion, restoration, or extension of a nonconforming use or structure then only the findings of Chapter 17.16 SBMC must be made.

No expansion, restoration or extension of a nonconforming structure is proposed with the project.

5. CONDITIONS
Prior to use or development of the property in reliance on this permit, the Applicant shall provide for and adhere to the following conditions:

A. Community Development Department Conditions:

I. Grading Permit plans must be in substantial conformance with the plans presented to the City Council on January 10, 2024 and located in the project file with a submittal date of October 16, 2023.

II. The Applicant shall obtain required California Coastal Commission (CCC) approval of a Coastal Development permit, waiver or exemption as determined necessary by the CCC, prior to the Resolution 2024-010
CUP23-001

DMBC HOA

issuance of a Grading Permit.

III. Any bluff retention device shall be reasonably maintained and repaired by the bluff property owner on an “as needed” basis, at the bluff property owner’s expense, in accordance with the implementing ordinances and any permit issued by the City. Any authorized assessing entity in which the project lies shall ensure such payments are reimbursed to the City if the bluff property owner fails to perform such work and the City elects to do so, subject to mandatory reimbursement. However, in all cases, after inspection, it is apparent that repair and maintenance is necessary, including maintenance of the color of the structures to ensure a continued match with the existing structures, the bluff property owner or assessing entity shall contact the City or CCC office to determine whether permits are necessary and, if necessary, shall subsequently apply for a coastal development permit for the required maintenance.

IV. All construction debris shall be properly collected and removed from the area of work.

V. The Applicant is required to remove or cap any permanent irrigation system within 100 feet of the bluff edge.

VI. The Applicant is required to cap all storm water drain systems that currently drain towards the west over the bluff.

VII. Prior to the issuance of a Grading Permit the Applicant shall pay the Sand Mitigation Fee in the amount calculated by the City and the Public Recreation Impact Mitigation Fee in the amount of $205,700.

If the California Coastal Commission assesses the fee in a higher amount the Applicant shall pay the City the mitigation fees assessed by the CCC.

B. Engineering Department Conditions: Prior to obtaining any building or grading permits pursuant to this project, the Applicants shall:

I. Prepare, execute and record a declaration of restrictions on real property approved by the City Attorney whereby the applicant or the applicant’s successors in interest to the property will construct and maintain the shoreline defense structure in accordance with Conditions of this approval.

II. The declaration of restrictions shall include an agreement by the Applicant to defend, indemnify, and hold harmless the City, its agents, officers, and employees from any and all claims, actions, proceedings, damages, judgments, or costs, including attorney’s fees, against the Resolution 2024-010
CUP23-001

DMBC HOA

City or its agents, officers, or employees, relating to any claim for damages from any injury to person or property caused by the shoreline defense structure or by its failure.

III. Said declaration of restrictions shall be acknowledged and recorded in the office of the County Recorder.

IV. Per Policy 4.49 of the certified LUP, an Encroachment Maintenance and Removal Agreement is required when the proposed Bluff Retention Device (BRD) is located in whole or in part on public land. In order to determine if an Encroachment Removal Agreement is required for this project, submit an engineering plan clearly showing the property lines, existing topography and the location of the proposed BRD.

V. Obtain required California Coastal Commission Permits prior to the issuance of any structure and grading permits or present evidence that an emergency waiver has been granted.

VI. Obtain any other permits or emergency waivers, which may be required from State and Federal agencies including the State Lands Commission and the U.S. Army Corps of Engineers.

VII. The project shall be designed and shall provide appropriate data to confirm the submitted design to the satisfaction of the City Engineer.

This shall include, but is not limited to, a geotechnical report.

VIII. The property owners shall post securities to guarantee proper care and use of the Fletcher Cove Beach Access Ramp. No construction materials to be off-loaded on the ramp, at the end of the ramp or any public property including streets and Fletcher Cove Park. No washing of equipment shall occur unless a containment system is properly utilized.

IX. For all projects on which equipment is driven on the Fletcher Cove Beach Access Ramp, the ramp and adjacent parking lot must be swept daily to remove sand that has been tracked onto the ramp and parking lot. At least once a week, the access ramp and parking lot must be swept with a street sweeper that is capable of cleaning the streets and parking lots of paper, glass, dirt, silt, sand, rocks, litter and miscellaneous debris. The street sweeper shall be equipped with dual gutter brooms, and vacuum equipment may be used. If any sand is tracked outside the parking lot, these areas (including city streets) must also be cleaned weekly with a street sweeper.

X. The property owners shall pay all inspection and plan check fees as required by the City.

Resolution 2024-010
CUP23-001

DMBC HOA

XI. Plans and specifications for the project shall be approved by the City Engineer in addition to approvals from the Director of Planning as may be required, and shall substantially conform to the plans submitted by the Applicant. All bluff stabilization devices shall produce a natural appearing bluff to the satisfaction of the City Engineer and the Community development director. Project implementation shall provide a final product mimicking a naturally appearing bluff in terms of colors, textures, forms and angles.

XII. A grading/drainage plan shall be prepared by a registered civil engineer in accordance with the current Grading Ordinance and be submitted to the City Engineer for approval and permit issuance.

XIII. The Applicant shall post with the City a Performance Bond equal to the full amount of the work to be completed to guarantee that once started, construction will be completed per approved plans.

XIV. The Applicant shall submit a Certificate of Insurance naming the City of Solana Beach as an additional insured in the amount of $2,000,000 on a policy of general liability insurance issued by an insurance company licensed to do business in California, and meeting the requirements established by City Council resolution for insurance companies doing business with the City, covering injuries to persons and property during the construction period.

XV. The Applicant shall obtain a Special Use (Marine Safety) Permit specifying the conditions governing use of vehicles, use of the Fletcher Cove Beach Access Ramp, and entry upon and use of areas of the public beach for construction equipment and vehicles. Evidence of permit issuance shall be submitted to the City Engineer before issuance of the permit for the project.

XVI. The Applicant shall have on file evidence from the Marine Safety Department and the City Engineer that arrangements have been made to satisfy the following criteria:
a. Prior to usage of the Solana Beach Fletcher Cove ramp or parking lot, a cash deposit, bond or other secured agreement to cover the following impact charges shall be deposited:
i. A five-dollar and thirty-cents ($6.00) per round trip vehicle charge for all construction related vehicles using the ramp.
ii. A two-dollar and seventy cents ($3.00) per ton fee, or less if approved by the City Council, based on the estimated weight of the vehicle and load for all vehicles in excess of ¾ ton capacity, Resolution 2024-010
CUP23-001

DMBC HOA

excluding any vehicles solely transporting beach grade
replenishment sand.
iii. A twenty-seven dollar ($31) per day charge for the first 30 days escalating to fifty-three dollars ($57) per day for the 31st and subsequent days charge shall be collected to encourage a timely completion of all projects, unless otherwise modified for good cause by the City Council or City Manager.
iv.Any damage caused to the Solana Beach Fletcher Cove ramp and parking lot.
b. At least one City of Solana Beach Lifeguard shall be contracted, at the Applicant’s expense, through the Captain of Marine Safety, to monitor all activities in order to insure full compliance with the conditions of this permit. The lifeguard(s) shall be on duty at all times when any construction activity takes place. Additional lifeguards may be required at the discretion of the Captain of Marine Safety. In addition to the lifeguard staffing cost, the Applicant shall also pay a Marine Safety equipment use fee of four-dollar and sixty-four cents ($4.64) per hour, based on the number of the number of hours the lifeguards are contracted for the project.
c. If construction access is from Fletcher Cove Park, precautions shall be taken to avoid damage to the beach access ramp during construction and repairs. If damage to the ramp occurs, it shall be repaired to a condition equivalent to the condition at the start of construction activity to the satisfaction of the City of Solana Beach City Engineer. All City owned work areas including Fletcher Cove Park and access ramp shall be videotaped prior to the commencement of the project. The videotape shall establish the “as-is” condition. In any areas missed by the videotape, the City Engineer will determine “as-is” condition.

XVII. Beach quality sand from the excavation for the proposed project shall be deposited and spread on the beach in front of this site unless unique and/or inappropriate conditions are encountered. The Applicant should reference this condition to other permitting agencies.

XVIII. An encroachment permit from the Engineering Department is required if a crane, construction materials, etc. are envisioned to be stationed in the public right of way. The City does not guarantee that an encroachment permit will be approved.

XIX. Any grout mixture used on the project that may be visible from the beach or surrounding areas shall be of similar color as the surrounding natural bluffs. Color samples shall be submitted and approved by the City prior to placing the grout.

Resolution 2024-010
CUP23-001

DMBC HOA

XX. The structure and any exposed construction shall mimic the natural contours, color and texture to the maximum extent practicable, as determined by the City Engineer and Community Development Director.

XXI. A carved, colored and textured facade on the face of the structure matching the adjacent bluff areas shall be constructed. The façade shall match the contours, both vertically and horizontally, and the texture of the adjacent natural bluffs to the maximum extent feasible. Coastal bluff colored grouting shall be used and shall be submitted to the City Engineer before approval of the plans. A test prism shall be cast and delivered to a testing lab during construction.

XXII. A qualified, licensed and insured contractor shall perform all required work as outlined by certified/registered engineering geologist or Registered Civil Engineer on the construction plans. Special and general notes on said plans shall be followed to the satisfaction of the City Engineer or his designee.

XXIII. Lateral pedestrian and Marine Safety vehicular access through the construction area, shall be provided past the site at all times, subject to high tides and safety issues. A 30-foot wide safety/construction work zone shall be provided during work hours to separate the work zone from the open public beach.

XXIV. No construction activities may occur on the beach during the busier recreational season, which is defined as the period between Memorial Day and Labor Day of any year. The contractor shall obtain approval from the City of Solana Beach Engineering and Marine Safety Departments regarding the use and timing of the Fletcher Cove parking lot and beach access ramp for all construction related access, staging and parking issues if such use becomes required.

XXV. Pursuant to SBMC Section 7.34.100, Construction hours are limited to 7:00 a.m. to 7:00 p.m., Monday through Friday, and 8:00 a.m. to 7:00 p.m. on Saturday. No work is allowed on Sunday or holidays unless specifically approved pursuant to SBMC Section 7.34.100.B. Engines shall not be started, no construction-related materials shall be moved, or any other construction-related activities occur outside these hours.

Work is not permitted on the beach on Saturdays without the written approval of the City Manager.

Prior to Final Inspection of the project, the Applicant shall:

I. Submit certification to the City Engineer from the Geotechnical Engineer and the Civil Engineer of Record for the project that they Resolution 2024-010
CUP23-001

DMBC HOA

have inspected the project and certify that it was constructed per the approved plan, specifying the date of the plan.

II. The applicant and/or contractor shall repair any damage caused to the Solana Beach property and facilities, including but not limited to, Fletcher Cove ramp and parking lot to the satisfaction of the City Engineer.

The Applicant shall provide for and adhere to the following Conditions:

I. All development on the site shall substantially conform to the final Conditional Use Permit Plan approved by the City Council.

II. The property owner shall be responsible to immediately remove, in perpetuity, any graffiti or other markings should they appear on the project exterior face. If erosion exposes the steel rebar, the Applicant or their successor in interest shall arrange to apply a sculptor-coat of concrete over the exposed steel to match the natural bluff. The property owner shall be responsible for the removal of the structure or any portion thereof.

III. If requested by the City Manager or his designee, the property owner or their successor in interest shall install and maintain signage about unstable bluffs fronting their property.

IV. The applicant shall provide “As-Built” plans and all certifications required to the City, before the City will release the performance bond as indicated in condition 1.XII.

C. City Council Condition:

I. N/A.

6. ENFORCEMENT: Pursuant to SBMC 17.72.120(B) failure to satisfy any and all of the above-mentioned conditions of approval is subject to the imposition of penalties as set forth in SBMC Chapters 1.1.6 and 1.18 in addition to any applicable revocation proceedings.

7. EXPIRATION: The Development Review Permit for the project will expire 24 months from the date of authorization from the California Coastal Commission in the form of a Coastal Development Permit, Waiver, or Exemption unless the Applicant has obtained a Grading Permit and commenced construction prior to that date, and diligently pursued construction to completion. An extension of the application may be granted by the City Council.

8. INDEMNIFICATION AGREEMENT: The Applicant shall defend, indemnify, and hold harmless the City, its agents, officers, and employees from any and all claims, Resolution 2024-010
CUP23-001

DMBC HOA

actions, proceedings, damages, judgments, or costs, including attorney’s fees, against the City or its agents, officers, or employees, relating to the issuance of this permit including, but not limited to, any action to attack, set aside, void, challenge, or annul this development approval and any environmental document or decision. The City will promptly notify Applicant of any claim, action, or proceeding. The City may elect to conduct its own defense, participate in its own defense, or obtain independent legal counsel in defense of any claim related to this indemnification. In the event of such election, Applicant shall pay all of the costs related thereto, including without limitation reasonable attorney’s fees and costs. In the event of a disagreement between the City and Applicant regarding litigation issues, the City shall have the authority to control the litigation and make litigation related decisions, including, but not limited to, settlement or other disposition of the matter. However, the Applicant shall not be required to pay or perform any settlement unless such settlement is approved by Applicant.

9. NOTICE TO APPLICANT: Pursuant to Government Code Section 66020, you are hereby notified that the 90-day period to protest the imposition of the fees, dedications, reservations or other exactions described in this resolution commences on the effective date of this resolution. To protest the imposition of any fee, dedications, reservations or other exactions described in this resolution you must comply with the provisions of Government Code Section 66020.

Generally the resolution is effective upon expiration of the tenth day following the date of adoption of this resolution, unless the resolution is appealed or called for review as provided in the Solana Beach Zoning Ordinance.

PASSED AND ADOPTED at a regular meeting of the City Council of the City of Solana Beach, California, held on the 10th day of January, 2024, by the following vote:

AYES: Councilmembers –
NOES: Councilmembers –
ABSENT: Councilmembers –
ABSTAIN: Councilmembers –
______________________________
LESA HEEBNER, Mayor
APPROVED AS TO FORM: ATTEST:
_____________________________ _______________________________ JOHANNA N. CANLAS, City Attorney ANGELA IVEY, City Clerk

GENERAL NOTES

1. APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE APPROVAL OF

VERTICAL OR HORIZONTAL ALIGNMENT OF ANY PRIVATE ROAD SHOWN

HEREIN FOR PUBLIC ROAD PURPOSES

2. FINAL APPROVAL OF THESE GRADING PLANS IS SUBJECT TO FINAL

APPROVAL OF THE ASSOCIATED IMPROVEMENT PLANS WHERE APPLICABLE

FINAL CURB GRADE ELEVATIONS MAY REQUIRE CHANGES IN THESE PLANS

3. IMPORT MATERIALS SHALL BE LEGALLY OBTAINED
4 A SEPARATE PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RlGHT.QF.WAY

5. ALL SLOPES OVER THREE FEET IN HEIGHT SHALL BE LANDSCAPED AND

IRRIGATED
6 THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF ALL

UTILITIES BEFORE COMMENCING WORK NOTICE OF PROPOSED WORK

SHALL BE GIVEN TO THE FOLLOWING AGENCIES
UNDERGROUND SERVICE ALERT 811
CITY OF SOLANA BEACH PUBLIC WORKS 858 720-2470

7. THE SOILS REPORT TITLED: UPDATED GEOTECHN!CAL

RECOMMENDATIONS- PROPOSED MAINTENANCE REPAIRS

EXISTING LOWER BLUFF SEAWALL & SOUTH PROPERTY LINE UPPER BLUFF CAISSON SYSTEM DEL MAR BEACH CLUB HOA- 825 S SIERRA AVENUE, SOLANA BEACH, CALIFORNIA 92075, PREPARED BY SOIL ENGINEERING CONSTRUCTION, INC, AND DATED 4!3123 SHALL BE

CONSIDERED AS PART OF THIS GRADING PLAN ALL GRADING SHALL BE

DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND
SPECIFICATIONS CONTAINED IN SAID REPORT.
8 APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT

AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE

PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID

GRADING PERMIT HAS BEEN ISSUED
9 THE CITY ENGINEER'S APPROVAL OF THESE PLANS DOES NOT

CONSTITUTE THE BUILDING OFFICIAL'S APPROVAL OF ANY FOUNDATION

FOR STRUCTURES TO BE PLACED ON THE AREA COVERED BY THESE

PLANS NO WAIVER OF THE GRADING ORDINANCE REQUIREMENTS
CONCERNING MINIMUM COVER OVER EXPANSIVE SOILS !S MADE OR

IMPLIED
10 ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE

WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS,

EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY

OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7 00 AM AND 6 00 P.M EACH DAY, MONDAY THROUGH

FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE

CONDUCTED ON THE PREMISES ON SATURDAYS, SUNDAYS OR HOLIDAYS

WITHOUT THE WRITTEN PERMISSION OF THE CITY ENGINEER

11. ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN

TO PRODUCE A CONTOURED TRANSITION FROM CUT OR FILL SUFACES

TO NATURAL GROUND AND ABUTTING CUT OR FILL SURFACES
12 NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH IN THE

EXCAVATION AND GRADING CODE, AND NOTWITHSTANDING THE

APPROVAL OF THESE GRADING PLANS, THE PERMITTEE IS

RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO THE ADJACENT

PROPERTY NO PERSON SHALL EXCAVATE ON LAND SO CLOSE TO THE

PROPERTY LINE AS TO ENDANGER ANY ADJOINING PUBLIC STREET,

SIDEWALK, ALLEY, FUNCTION OF ANY SEWAGE DISPOSAL SYSTEM, OR

ANY OTHER PUBLIC OR PRIVATE PROPERTY WITHOUT SUPPORTING

AND PROTECTING SUCH PROPERTY FROM SETTLING, CRACKING,
EROSION, SILTING SCOUR OR OTHER DAMAGE WH!CH MIGHT RESULT FROM THE GRADING DESCRIBED ON TH!S PLAN THE CITY WlLL HOLD

THE PERMITTEE RESPONSIBLE FOR CORRECTION ON NON-DEDICATED

IMPROVEMENTS, WHICH DAMAGE ADJACENT PROPERTY
13 SLOPE RATIOS CUT 2 1FILL21
CUT_20_CY FILL_OO_CY
!MPORT/{EXPORT) __ o_o_cY
NOTE A SEPARATE PERMIT MUST EXIST FOR OFFS!TE IMPORT OR

EXPORT AREAS
14 SPECIAL CONDITIONS IF ANY ARCHEOLOGICAL RESOURCES ARE

DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING

OPERATIONS, SUCH OPERATIONS WILL CEASE IMMEDIATELY AND THE PERM!TTEE WILL NOT!FY THE CITY ENGINEER OF THE DISCOVERY GRADING OPERATIONS WlLL NOT COMMENCE UNT!L THE PERM!TTEE

HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DOSO
15 ALL GRADING SHOV>JN ON THIS PLAN SHALL BE COMPLETED AS A

SINGULAR UNIT WITH NO PROVISION FOR PARTIAL RELEASES
SHOULD !T BE ANTICIPATED THAT A PORTION OF TH!S PROJECT !S

COMPLETED SEPARATELY, A SEPARATE PLAN ANO PERMIT

APPLICATION SHALL BE SUBMITTED FOR APPROVAL
16 THE CONTRACTOR SHALL NOTIFY THE CITY OF SOLANA BEACH AT (858) 720•2470, 24 HOURS BEFORE GRADING OPERATIONS BEGIN 17 FINISHED GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1, OR IMMEDIATELY UPON
COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND
APR!L 1 PRIOR TO ANY PLANTING, ALL LANDSCAPING SHALL BE APPROVED BY THE PLANN!NG DEPARTMENT AT THE DEVELOPMENT

REVIEW STAGE, OR BY SEPARATE LANDSCAPING PLAN
18 ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED SY THE
CONTRACTOR TO THE CITY ENG!NEER FOR APPROVAL 72 HOURS

PRIOR TO BEGINNING WORK
~ANTA FE !RR!GAT!ON DISTRICT

FIRE CHIEF
REVIEWE~
BY-------~--- 1 _______ ~--~~--
DATE ~ DISTRICT REP DATE

DEL MAR BEACH CLUB WORK TO BE DONE

THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS AND THE LATEST EDITIONS OF:

PROPOSED MAINTENANCE/REPAIRS TO EXISTING SEAWALL
AND UPPER BLUFF CAISSON SYSTEM - PHASE 1
1 STANDARD SPECIFICATIONS
(1) STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

INCLUDING THE REGIONAL SUPPLEMENTAL AMENDMENTS
(2) CALIFORNIA DEPARTMENT OF TRANSPORTATION "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES"

19. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING

PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL

RELEASE OF SECURITY, AN AS-GRADED CERTIFICATE SHALL BE
PROVIDED STATING· "THE GRADING UNDER PERMIT NO. SBGRHAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE W!TH THE

APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED
AS~GRADED PLAN,H THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE C!V!L ENGINEER WHO CERTIFIES SUCH

GRADING OPERATION
20 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL

SAFETY DEVICES INCLUDING SHORING, AND SHALL BE SOLELY

RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL

SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS

EROSION CONTROL NOTES

1. STORM WATER AND NON.STORM WATER DISCHARGE CONTROL BEST

MANAGEMENT PRACTICES SHALL BE DEVELOPED AND IMPLEMENTED TO

MANAGE STORM WATER AND NON-STORM WATER DISCHARGES FROM THE

SITE AT ALL TIMES DURING EXCAVATION

ANO GRADING ACTIVITIES

2. EROSION AND SEDIMENT CONTROL EROSION PREVENTION SHALL BE

EMPHASIZED AS THE MOST IMPORTANT MEASURE FOR KEEPING SEDIMENT

ON SITE DURING EXCAVATION AND GRADING ACTIVITIES SEDIMENT

CONTROLS SHALL BE USED AS A SUPPLEMENT TO EROSION PREVENTION

FOR KEEPING SEDIMENT ON SITE
3, EROSION CONTROL ON SLOPES SHALL BE MITIGATED BY

INSTALLING LANDSCAPING AS PER APPROVED LANDSCAPE PLANS AS

REQUIRED BY THE DEVELOPMENT REVIEW CONDITIONS, OR SY

TEMPORARY EROSION CONTROL CONFORMING TO THE FOLLOWING

NON-IRRIGATED HYDROSEED MIX WITH A BONDED FIBER
MATRIX APPLIED AT 4,000 LB/ACRE
LBS /ACRE % PURITY/ACRE SEED SPECIES
20 70% PLUS ATRIPLEX GLAUCA
50 PLANT AGE lNSULARIS
8 ENCELIS FARINOSA
6 SCARIFIED LOTUS SCOPAR!US
7 50% PLUS EXCHSCHOLZIA CALIFORNIA
TOTAL 91 LBS
4 THE TOPS OF ALL SLOPES TALLER THAN 5' SHALL BE DIKED OR

TRENCHED TO PREVENT WATER FLOWING OVER CRESTS OF SLOPES 5 CATCH BASINS. DESlLTING BASINS AND STORM DRAIN SYSTEMS

SHALL BE INSTALLED TO THE SATISFACTION OF THE CITY ENGINEER 6 SAND BAG CHECK DAMS. SILT FENCES, FIBER ROLLS OR OTHER

APPROVED BMP'S SHALL BE PLACED IN UNPAVED AREAS WITH
GRADIENTS !N EXCESS OF 2%, AS WELL AS AT OR NEAR EVERY POINT

WHERE CONCENTRATED FLOW LEAVE THE SITE
7 SAND BAGS SHALL BE PLACED ON THE UPSTREAM SIDE OF ALL

DRAINAGE INLETS TO MINIMIZE SILT BUILDUP IN THE INLETS AND PIPES
8 THE CONTRACTOR SHALL REPAIR ANY ERODED SLOPES AS

DIRECTED SY THE OFFICE OF THE CITY ENGINEER
9 THE CONTRACTOR SHALL SWEEP ROADWAYS ANO ENTRANCES TO

ANO FROM THE SITE ON A REGULAR BASIS TO KEEP THEM FREE OF

SOIL ACCUMULATION AND AT ALL OTHER TIMES DIRECTED SY THE

CITY ENGINEER
10 THE CONTRACTOR SHALL WATER SITE ON A CONTINUOUS BAS1S

TO MINIMIZE AIR BORNE OUST CREATED FROM GRADING ANO HAULING

OPERATIONS OR EXCESSIVE WIND CONDITIONS, AND AT ALL TIMES

DIRECTED BY THE CITY ENGINEER
11 IN THE EVENT SlL T DOES ENTER THE EXISTING PUBLIC STORM

DRAIN SYSTEM, REMOVAL OF THE SILT FROM THE SYSTEM WILL BE AT

THE DEVELOPER'S EXPENSE
AS-BUILT:

UPON COMPLETION, AND PRIOR TO RELEASING THE SECUR!T!ES, THE ENGINEER OF WORK SHALL "AS.BUILT' THE ORIGINAL MYLAR PLANS INITIALLY, TWO COPIES OF RED•LINED PLANS SHOWING ALL AS-BUlL T INFORMATION, INCLUDING ALL NEW UNDERGROUND FACILITIES (MAIN LINES, SERVICES AND LATERALS), !S TO BE SUBMITTED TO THE ENGINEERING DEPARTMENT WrlEN THE RED•LINES

ARE APPROVED, THE ORIGINAL MYLAR PLANS WILL BE CHECKED OUT TO THE

ENGINEER THE ENGINEER SHALL MAKE THE CHANGES, SIGN EACH SHEET UNDER "AS-BU!L T", AND RETURN ORIGINAL MYLARS TO THE CITY

FLOOD STATEMENT
!, , A REGISTERED C!VIL ENGINEER/SURVEYOR,
HEREBY CERTIFY THAT THE PAD STRUCTURES SHO\r\lN ON THIS AS-BUil T

GRADING PLAN HAVE BEEN VERIFIED BY ME AND THAT SAID ELEVATIONS

ARE AT OR ABOVE THE BASE FLOOD ELEVATION SHOWN ON THE FLOOD

INSURANCE RATE MAP OF THE COUNTY OF SAN DIEGO
SIGNED _________ DATE
RCE/PLS NO ______ EXP
\
\

PACIFIC OCEAN
VICINITY MAP SCAlEN..T.S
OWNER/DEVELOPER CERTIFICATE I, _________ AS OWNER/DEVELOPER OF THE

PROPERTY DESCRIBED HEREIN ACKNOWLEDGE THESE PLANS HAVE
BEEN PREPARED AT MY DIRECTION WITH MY FULL CONSENT. ! FULLY

UNDERSTAND AND ACCEPT THE TERMS AND CONDITIONS CONTAINED

HEREIN AND AS ATTACHED BY REFERENCE ON THIS GRADING PLAN !T !S AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO

THESE PLANS

IT IS FURTHER AGREED THAT THE OWNER/DEVELOPER SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, AL TERA T!ONS

OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER

DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER

COMPLETION OF THE IMPROVEMENTS

I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS
SHO\r\lN ON THESE PLANS WITHIN EXISTING CITY RIGHT-OF-WAY W!TH!N 9 MONT.HS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT ANO TO PURSUE SUCH WORK ACT!VEL YON EVERY NORMAL WORKING

DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY

OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY

CONTROL
SIGNED ________ _
DATE ______ _

ENGINEER OF WORK CERTIFICATE
l, ROBERTO MAHONY HEREBY DECLARE THAT I AM THE

ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED

RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED lN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, ANO THE DESIGN IS CONSISTENT W!TH CURRENT STANDARDS AND

CITY OF SOLANA BEACH RESOLUTION NO

I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND

SPECIFICATIONS BY THE CITY OF SOLANA BEACH AND ANY OTHER

PUBLIC AGENCY IS CONFINED TO A REVIEW ONLY AND DOES NOT

RELIEVE ME OF RESPONSIBILITIES FOR PROJECT DESIGN
SIGNED 'RJ.n-t 'ff\~ DATE 9118!23
RC E NO _1_64_5°_, _____ EXP~
:!::~·-E_S_S_~:~;L~A:~~~~~~-~~,~~·~~~~~~~~r~'~'T~RU~C~Tl~O~~"~'"~c __ REDWOOD CITY, CALIFORNIA 94063
TELEPHONE (760) 633-3470
ENGINEER OF WORK AS-BUil T

CERTIFICATE
I, ROBERT D M.A.HONY HEREBY DECLARE THAT THE

PREPARATION OF THESE AS-BUILT DRAWINGS AND THAT THE

INFORMATION SHOWN IS BASED ON ACTUAL SITE INVESTIGATIONS

AND SURVEYS OF THE IMPROVEMENTS BETWEEN THE DATES OF
__ ANO__ TO THE BEST OF MY KNOWLEDGE AND

EXPERIENCE THE INFORMATION SHOWN ON THESE PLANS PROVIDE

AN ACCURATE ANO CORRECT REPRESENTATION OF THE AS-BUILT

CONDITIONS
SIGNED _________ DATE
RC E NO __ 1_64_59 _____ EXP 6!30,'25

ENGINEER OF WORK CITY APPROVED CHANGES I APP'OI DATE

I RECOMMENDED FOR APPROVAL
By ROBi::BI P MAHONY Date ~ I
NAME son FNGINi=ERING CONST
1-------------+---,'--1 By _________ Date

DAN GOLDBERG
RC E 16459 EXP _fil!flllJ2;L___ji=""------------r---;-1 By Date 0 8
i5
2 :J,
"-0
/:
3 0
u

OWNER/APN/APPLICANT
OWNER:

DEL MAR BEACH CLUB
C/0 MR. TERRY HINES
825 S. SIERRA AVENUE, SOLANA BEACH, CA 92075
APN
298-240~33,35,57

APPLICANT

THE TRETTIN COMPANY

ROBERT TRETTIN
1195 LA MOREE ROAD, #18
SAN MARCOS, CA 92078
(858) 603-1741

TOTAL DISTURBED AREA
TOTAL SITE DISTURBED AREA APPROX . 001 ACRES
GRADING QUANTITIES GRADED AREA CUT __2Q.__ {CYDj MM CUTDEPTH _1Q__ {FT] QUANTITIESF1ll __M_ {CYDj MAXCUTSLOPERATI0(2:1MAX)_l!_
QUANT1T1ES __M_ {CYD{ MAX Fill DEPTH_O_ {FT]
IMPORT/EXPORT __QJl___ [CYD] MAX FILL SLOPE RAT!0(2:1MAX} J!!!!._ THIS PROJECT PROPOSES TO EXPORT _0 _ CUB1C YARDS OF MATERIAL FROM THIS SITE

ALL EXPORT MATERIAL SHALL BE DISCHARGED TO A LEGAL DISPOSAL SITE THE APPROVAL OF THIS PROJECT DOES NOT Al.Lem PROCESSING AND SALE OF THE MATERIAL. ALL SUCH

ACTIVITIES REQUIRE A SEPARATE CONDITIONAL USE PERMIT

STORM WATER PROTECTION NOTES
1 THIS PROJECT !S SUBJECT TO MUNICIPAL STORM WATER PERMIT ORDER NO _____ ~ AND RISK LEVEL/TYPE: CHECK ONE BELOW
© V-J?CP
0 CGP RISK LEVEL 1
0 CGP RISK LEVEL 2
0 CGP RISK LEVEL 3
0 CGP LUP TYPE 1
0 CGP LUP TYPE 2
0 CGP LUP TYPE 3

CHECK ONE
0 THIS PROJECT WILL EXCEED THE IJAXIMUM DISTURBED AREA UMIT, THEREFORE A

WEATHER TRIGGERED ACTION PLAN (WTAPJ IS REQUIRED
0 TH!S PROJECT WILL FOLLOW PHASED GRADING NOT TO EXCEED FIVE (5) ACRES PER PHASE
el NOT APPUCABLE
3 THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE W?CP OR

SWPPP AS APPUCABLE

PROJECT CONTACTS/CONSULTANTS
OWNER

DEL MAR BEACH CLUB HOA
C/0 MR TERRY HINES
825 S SIERRA AVENUE
SOLANA BEACH. CALIFORNIA 92075

APPLICANT

THE TRETTIN COMPANY

ROBERT TRETTIN
1195 LA MOREE ROAD, #18
SAN MARCOS, CA 92078
PH (858) 603-1741

LAND SURVEYOR

CIREMELE SURVEYING INC
CHRIS CIREMELE, LL S 164

S ESCONDIDO BLVD,
ESCONDIDO, CALIFORNIA 92025
(760) 489-2200
C!V!l ENGINEER OF RECORD
SOIL ENGINEERING CONSTRUCTION, !NC
ROBERTO MAHONY,RCE,CEG,RGE 927

ARGUELLO STREET REDWOOD CITY,
CALIFORNIA 94063 (760) 633•3470

STRUCTURAL DESIGN ENGINEER

OEGENKOLB ENGINEERS

JEREMY CALLISTER
225 BROADWAY, STE 1325 SAN DIEGO. CA 92101
(619) 515-0299

SOIL ENGINEER OF RECORD
SOIL ENGINEERING CONSTRUCTION, !NC
ROBERTO MAHONY, R C.E, C EG. RGE
927 ARGUELLO STREET REDWOOD CITY,
CALIFORNIA 94063 (760) 633•3470

SOIL ENGINEER CERTIFICATE

I, ROBERT D MAHONY A REGISTERED CIVIL
ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DO!NG

BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY

CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL AND CONDITIONS

PREVALENT WITHIN THE SITE WAS MADE BY ME OR UNDER MY
DIRECTION BETWEEN THE DATES 4'3123 AND
9'18123 I HAVE REVIEWED THE PROJECT DESIGN AND

GRADING SHOWN HEREIN IS CONSISTENT WITH THE

RECOMMENDATIONS CONTAINED IN THE APPROVED SOILS AND

GEOTECHNICAL REPORTS FOR THE PROJECT ONE COMPLETE COPY
OF THE FINAL SOILS REPORT COMPILED FROM TH1S STUDY, WITH MY

RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE

CITY ENGINEER
SIGNED lc:J...-t Yt\~
G E /RC E NO 554!16459
DATE 9/18123
EXP 6/3(1:25
FIRM __ "'"°"so,,1L'-'E"NG,clNe,Ec;ERc,INe,Gc,C"'O~NS~T~RU~C~TIO~N""' ~'"~c __ 927 ARGUELLO STREET ADDRESS REO\\OODCITY,CALIFORN!AS4063
TELEPHONE (760) 633-3470
SOILS ENGINEER AS-BUil T CERTIFICATE
{3) STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD

SPECIFICATIONS
2 STANDARD DRA\fi!NGS
(1) SAN DIEGO REGIONAL STANDARD DRAWINGS
(2) STATE OF CALIFORNIA. DEPARTMENT OF TRANSPORTATION STANDARD PLANS LEGEND

PROPOSED IMPROVEMENTS

IMPROVEMENT

PROPOSED SHOTCRETE

WALUFACING (PVT) ALSO LIMITS OF
WORK AND SOIL D!STURBANCE

PROPOSED TIEBACK (PVT)

EXISTING COASTAL BLUFF EDGE
TOP OF\\IALL ELEVATION

RN/ PROPERTY LINE
STANDARD rNJGS SYMBOL
11111111111 ■
T1-T15
T.OW
EL 35.0' MSL±,
VARIES
--Pl--
SHEET INDEX DWG. REF. SHT. NO.

TITLE SHEET

SITE PLAN

GENERAL NOTES

GENERAL NOTES

SYMBOLS AND ABBREVIATIONS

PARTIAL SITE REPAIR PLAN

EROSION CONTROL PLAN

SEAWALL PLAN & ELEVATION

SEAWALL PLAN & ELEVATION

CONCRETE REPAIR GENERAL NOTES

CONCRETE REPAIR DETAILS

TYPICAL CONCRETE DETAILS

SEAWALL REPAIR DETAILS

SEAWALL REPAIR DETAILS

CONCRETE STAIR COLUMN REPAIR

UPPER BLUFF REPAIR DETAILS

UPPER BLUFF REPAIR DETAILS

TIEBACK DETAILS

PROJECT SCOPE
G-001
G-002
S-001
S-002
S-003
C-101
C-102
S-102
S-103
S-501
S-502
S-503
S-511
S-512
S-521
S-531
S-532
S-541
SHEET 1
SHEET2
SHEET 3
SHEET 4
SHEET 5
SHEET6
SHEET?
SHEET 8
SHEET 9
SHEET 10
SHEET 11
SHEET12
SHEET13
SHEET14
SHEET 15
SHEET16
SHEET17
SHEET18
PHASE 1 OF THIS PROJECT INCLUDES STRUCTURAL MAINTENANCE AND REPAIR OF THE SOUTHERN 170-FEET OF AN EXISTING 540-FOOT LONG LOWER BLUFF SEAWALL AND A LATERAL WALL ALONG THE SOUTHERN TERMINUS ON THE COASTAL BLUFF BELOW 825 S

SIERRA AVENUE, SOLANA BEACH
COASTAL COMMISSION PERMIT NO :~6-_0~□--□-09 ___ _

AS-BUILT
BY _______ OATE ___ 1° ,.. 3"
RC E ______ EXP ___ _ ORIGINAL DRAWING MEASURE

TO THE BEST OF MY KNOWLEDGE AND EXPERIENCE THE GRADING
CONFORMS W!TH THE RECOMMENDATIONS CONTAINED IN THE SOILS REPORT AND PLANS WlTH THE EXCEPTION THAT ANY CHANGES OR DEVIATIONS FROM THE PLANS DUE TO UNFORESEEN FIELD CONDlTIONS

HAVE BEEN IDENTIFIED IN THE FINAL SOILS REPORT FOR THE PROJECT

ONE COMPLETE COPY OF THE FINAL SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS. HAS BEEN SUBMITTED TO THE

OFFICE OF THE CITY ENGINEER
SOIL

ENGINEERING
CONSTRUCTION h,c
SOIL ENGINEERING CONSTRUCTION, INC.

LICENSE# A-268082
QD SIGNED _________ DATE
GE /R CE NO 5541
16459 EXP 6/30/25 lcJ......t WI,
927 ARGUELLO ST, REDWOOD CITY CA 94063
PHONE {760) 633•3470 SEC JOB NO 22-006
SEC@:SOlLENG!NEERINGCONSTRUCTION COM
09'1U23
ROBERTO MAHONY,RCE RGE,REG EXP 06-30-25

APPROVED FOR CONSTRUCTION BENCH MARK

DESCRIPTION CITY OF SOLANA SEACH SURVEY CONTROL POINT NO ~ORO OF SURVEY MAP NO, 18971 2 5· C!TYOF SOLANA
By Date --- BEACH BRASS OlSK STAMPED "SOLS-1, LS 7322. 2005" SET ON MOHAMMAD SAM MAK, CITY ENGINEER CONCRETE DRAH<AGE INLET ON THE EAST SHOULDER OF HIGHWAY EXP 6/30/24 R CE 37146 101.
~
0 1 MILE SOUTH OF LOMAS SAUTA FE DR!VE
71 4!::-0 FEET (NAVOS8)

CITY OF SOLANA BEACH ENGINEERING DEPARTMENT
TITLE SHEET FOR:
825 SOUTH SIERRA AVENUE, SOLANA BEACH, CA 92075
SEAWALL AND UPPER BLUFF REPAIRS, PHASE 1

DRAWING REF NO
G-001
SBGRSheet 1 of 18

LEGEND AND ABBREVIATIONS

PROPERTY LINE
__.- 20 - EXISTING CONTOURS AT 2' INTERVALS

CONG CONCRETE

RET RETAINING

BENCHMARK
CITY OF SOLANA BEACH SURVEY CONTROL POINT NO. 2001 PER
RECORD OF SURVEY MAP NO, 18971. 2 5" CITY OF SOLANA
BEACH BRASS DISK STAMPED "SOLB-1, LS 7322, 2005" SET ON

CONCRETE DRAINAGE INLET ON THE EAST SHOULDER OF
HIGHWAY 101, 0.1 MILE SOUTH OF LOMAS SANTA FE DRIVE.

ELEVATION: 71.450 FEET (NAVDBB)

GENERAL NOTES

1.) BOUNDARY SHOWN HEREON IS BASED ON A FIELD SURVEY
AND RECORD DATA PER MAP NO 6838 & MAP NO 7576

2.) AERIAL MAPPING PROVIDED BY PHOTO GEODETIC CORP.,
PROJECT NO. 521320. DATED 8120120

3.) ASSESSOR'S PARCEL NUMBERS: 298-240-33,35,57.

PROPERTY LINE DATA TABLE

NUMBER DIRECTION DISTANCE
L1 N 06'50'37" w 37 74'
L2 N 35·53'Q6" w 54 13'
L3 N 14.04'19" w 55 19'
L4 N 89'38'00" E 628Y
L5 N 07'27'59" W 42 50'
L6 N 45'14'22" W 42 96'
L7 N 59'23'49" w 39 96'
LB N 32'05'43" E 41 50'
L9 N 25'24'17" W 62 so·
LIO N 18"30'23" £ 109. 72'
\I ,,
~DENSE

I TREES
\ •
L--
\[AS[M[
\z l l
\
~ \ \ N , I
'
-; \ 1,:
z.\ \
\ \ '
'J\ i ~ V {' ;; ·. 1\ ~- t

DEL MAR SHORES

BEACH PARK
~\
(j1
C5'
o_
-.

LOCATION OF PROPOSED WORK
60 1 INCH = 30 FEET

GRAPHIC SCALE

LANA BEACH FIRE DEPARTMENT SANTA FE IRRIGATION DISTRICT ENGINEER OF WORK CITY APPROVED CHANGES APP'D DATE -- -- -------
LOT
MAP 1\10.
------ ------
MAP
6838
------- -- -- --
1 6838

RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK DESCRIPTION: C!lY OF SOLANA BEACH SURVEY CONTROL POINT NO. ~ORO OF SURVEY MAP NO, 1a971. 2.s· C!TYOF SOLANA
BEACH BRASS DISK STAMPED "SOLB-1, LS 7322, 2005" SET ON

CONCRETE DRAINAGE INLET ON THE EAST SHOULDER OF HIGHWAY 101, 0.1 MILE SOUTH OF LOMAS SANTA FE DRIVE.

ELEVATION: 71.450 FEET (NAVDIIB)
7 \
\
\
\
-- -- --
\
\
AS-BUILT 1" BY_· ______ DATE: __ _ 3"
R.C.E .. : ______ EXP ORIGINAL DRAWING MEASURE

CITY OF SOLANA BEACH ENGINEERING DEPARTMENT
SITE PLAN FOR:
825 SOUTH SIERRA AVENUE, SOLANA BEACH, CA 92075
SEAWALL AND UPPER BLUFF REPAIRS· PHASE 1
SBGRSheet 2 of 18
~
N
N
CJ)
I
" 3: "' Cl>
CJ)
I
.0
:,
u
TI "' Cl>
ro
:.
:::;;
.;
0 0 I
0 ;;;
0 <O
r--
<O
~ .!:
" ;;::
"' Cl>
CJ)
~
.c "'
o._
.0
:,
u
TI "' Cl>
ro
:.
:::;;
.;
0 0
0 ;;;
0 <O
:::;; r-- o._ <O
<'> u 0
,;; "'
~ a
0 <'>
N "" ,,, 0 Cl> C,! -0
<'> a
a; 5
<(
GENERAL NOTES:

I.

1. 2.

3. , _

5. 6.

7. 9.
10 ,,_

2. 10

GENERAL
MATERIALS AND WORKMANSHIP TO CONFORM WITH THE 2022 EDITION OF THE CALIFORNIA

BUILDING CODE, WITH CITY OF SOLANA BEACH AMENDMENTS AND THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

REFERENCE TO CODES, RULES, REGULATIONS, STANDARDS, MANUFACTURER'S

INSTRUCTIONS OR REQUIREMENTS OF REGULATORY AGENCIES IS TO THE LATEST PRINTED

EDITION OF EACH IN EFFECT AT THE DATE OF SUBMISSION OF BID UNLESS THE DOCUMENT DATE JS SHOWN.

DRAWINGS INDICATE GENERAL ANO TYPICAL DETAILS OF CONSTRUCTION. WHERE

CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO

DETAILS SHOWN, USE SIMILAR DETAILS OF CONSTRUCTION, SUBJECT TO REVIEW BY THE ENGINEER.

DETAILS ON SHEETS TITLED "TYPICAL DETAILS" APPLY TO SITUATIONS OCCURRING ON THE

PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED SUCH DETAILS ARE NOT NOTED AT EACH LOCATION THAT THEY OCCUR.

DO NOT SCALE THE DRAWINGS.

PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.

SUCH MEASURES INCLUDE, BUT MAY NOT BE LIMITED TO, BRACING AND SHORING FOR LOADS DURING CONSTRUCTION. RETAIN A REGISTERED CIVIL ENGINEER WHO lS PROPERLY QUALIFIED TO DESIGN BRACING, SHORING, ETC. VISITS TO THE SITE BY THE ENGINEER Will NOT INCLUDE OBSERVATION OF THE ABOVE NOTED ITEMS.

INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS REPRESENTS THE PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY.

REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE ENGINEER. DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN

DIRECTION FROM THE ENGINEER

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING A SAFE PLACE TO WORK AND MEETING THE REQUIREMENTS OF ALL APPLICABLE JURISDICTIONS. EXECUTE WORK TO

ENSURE THE SAFETY OF PERSONS AND ADJACENT PROPERTY AGAINST DAMAGE BY FALLING DEBRIS ANO OTHER HAZARDS IN CONNECTION WITH THIS WORK.

NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH IN THE EXCAVATION AND

GRADING CODE, AND NOTWITHSTANDING THE APPROVAL OF THESE GRADING PLANS, THE

PERMITEE IS RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO THE ADJACENT PROPERTY. NO PERSON SHALL EXCAVATE ON LAND SO CLOSE TO THE PROPERTY LINE AS

TO ENDANGER ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY, FUNCTION OF ANY

SEWAGE DISPOSAL SYSTEM, OR ANY OTHER PUBLIC OR PRIVATE PROPERTY WITHOUT

SUPPORTING AND PROTECTING SUCH PROPERTY FROM SETTLING, CRACKING, EROSION,

SILTING SCOUR OR OTHER DAMAGE WHICH MIGHT RESULT FROM THE GRADING

DESCRIBED IN THIS PLAN THE CITY WILL HOLD THE PERMITEE RESPONSIBLE FOR

CORRECTION ON NON-DEDICATED IMPROVEMENTS, WHICH DAMAGE ADJACENT PROPERTY

THE DESIGN IS BASED ON ANTICIPATED SOIL CONDITIONS ON THE BASIS OF THE BORINGS AND SOIL REPORT PREPARED BY SOIL ENGINEERING CONSTRUCTION, TITLED ~UPDATED GEOTECHNICAL RECOMMENDATIONS· PROPOSED MAINTENANCE REPAIRS EXISTING LOWER BLUFF SEAWALL & SOUTH PROPERTY LINE UPPER BLUFF CAISSON SYSTEMfl, DATED FEBRUARY 8, 2023. IF THE ACTUAL FIELD CONDITIONS VARY FROM THE ASSUMED

CONDITIONS, ADJUSTMENTS WILL BE MADE AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER AND THE STRUCTURAL ENGINEER.

ELEVATIONS SHOWN ARE FROM THE ORIGINAL DRAWINGS. VERIFY IN FIELD & NOTIFY

ENGINEER OF ANY DISCREPANCIES BEFORE PROCEEDING

SUBMITTALS

SUBMIT REQUIRED SUBMITTALS TO THE ENGINEER FOR REVIEW
CONCRETE REINFORCING STEEL:

A SHOP DRAWINGS FOR FABRICATION, BENDING AND PLACEMENT OF CONCRETE REINFORCEMENT IN ACCORDANCE WITH ACI 315 "DETAILS ANO DETAILING OF CONCRETE REINFORCEMENT fl
CAST-IN-PLACE CONCRETE: MIX DESIGNS PREPARED, STAMPED AND SIGNED BY A

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA FOR EACH CLASS OF CONCRETE. INCLUDE RESULTS OF SLUMP, SHRINKAGE AND COMPRESSION TESTS

USED TO ESTABLISH MIX PROPORTIONS ANO CERTIFIED MATERIAL CERTIFICATES FOR

EACH COMPONENT OF THE MIX
A. PROPOSED CONSTRUCTION JOINT AND CONTROL JOINT LOCATIONS FOR REVIEW.

B PRODUCT DATA FOR CURING MATERIALS

C PRODUCT DATA FOR NON-SHRINK GROUT
SHOTCRETE:

A MIX DESIGNS PREPARED, STAMPED ANO SIGNED BY A PROFESSIONAL ENGINEER

REGISTERED IN THE STATE OF CALIFORNIA FOR EACH CLASS OF CONCRETE

INCLUDE RESULTS OF SLUMP, SHRINKAGE AND COMPRESSION TESTS USED TO

ESTABLISH MIX PROPORTIONS AND CERTIFIED MATERIAL CERTIFICATES FOR

EACH COMPONENT OF THE MIX
8 PROPOSED CONSTRUCTION JOINT AND CONTROL JOINT LOCATIONS FOR REVIEW.

C PRODUCT DATA FOR CURING MATERIALS

STRUCTURAL STEEL
A SHOP DRAWINGS PRIOR TO FABRICATION IN ACCORDANCE WITH AISC 303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS ANO BRIDGES"
8 SUBMIT WELDING PROCEDURE SPECIFICATION (WPS) PER AWS 01 1 FOR EACH

TYPE OF WELD TO BE USED ON THE PROJECT AND PRODUCT DATA FOR WELDING ELECTRODES. CLEARLY IDENTIFYING LOCATIONS FOR USE OF

ELECTRODES

ADHESIVE ANCHORS

A PRODUCT DATA FOR EACH TYPE OF ADHESIVE ANCHORING SYSTEM USED

SEQUENCING PLAN FOR ALL WORK, INCLUDING DEMOLITION ANO COLUMN SHORING, INDICATING SEQUENTIAL ANO CONCUR~ENT OPERATIONS
SHOP DRAWINGS FOR All TIEBACKS INDICATING THE ASTM MATERIAL DESIGNATIONS,

MEMBER DIMENSIONS, INSTALLATION PROCEDURES, EMBEDMENT DEPTHS, DESIGN

LOADS, AND CONNECTION DETAILS

CERTIFIED MILL TEST REPORTS FOR EACH OF THE FOLLOWING

A EACH HEAT OF TIEBACK

TEST DATA CERTIFYING THAT TIEBACK HAS SUITABLE PHYSICAL PROPERTIES TO FULLY

DEVELOP THE MINIMUM GUARANTEED ULTIMATE TENSILE STRENGTH OF THE TIEBACK '--sot.ANA BEACH FIRE DEPARTMENT ~ ANTA FE IRRIGATION DISTRICT Ill.

1. 2.

3. , _

5. 6.

IV.

1. 2.

6. V.

VI.

FORM\ft'ORK
DESIGN ANO CONSTRUCT FORMWORK IN ACCORDANCE WITH ACI 347 ·RECOMMENDED PRACTICE FOR CONCRETE FORMWORK' ANO ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE' UNLESS OTHERWISE NOTED.

PROVIDE POUR POCKETS IN FORMS ANO UNDER EXISTING STRUCTURAL MEMBERS AS REQUIRED TO PREVENT AIR POCKETS ANO/OR "HONEYCOMB· UNDER OR AROUND THE EXISTING MEMBERS. CONCRETE CAST WITH AIR POCKETS AND/OR ·HONEYCOMB" UNDER OR AROUND THE MEMBERS IS NOT ACCEPTABLE.

PROVIDE 3/4 INCH x 314 INCH CHAMFER STRIPS ON All EXTERNAL CORNERS OF BEAMS, COLUMNS AND WALLS, UNLESS OTHERWISE NOTED.

REMOVE FORMS ANO SHORES IN ACCORDANCE WITH THE FOLLOWING:
~ REMOVE NO SOONER THAN

BOTTOM FORMS AND SHORES

FOR MILDLY REINFORCED
SLABS. BEAMS AND GIRDERS

SIDE FORMS FOR BEAMS ANO

GIRDERS
7 DAYS AND F'C - 3500 PSI MINIMUM

COL UM NS AND WALLS

FOOTINGS ANO GRADE BEAMS
72 HOURS
72 HOURS
48HOURS
PROVIDE CURING WHERE FORMS ARE REMOVED IN LESS THAN 7 DAYS.

FOAM FILL ASTM C578, EXPANDED POLYSTYRENE (EPS) WITH MINIMUM COMPRESSIVE STRENGTH OF 40 PSI AT 10% DEFORMATION.

REINFORCING STEEL
FABRICATE AND PLACE REINFORCING STEEL IN ACCORDANCE WITH ACI 315"DETAILS AND DETAILING OF CONCRETE REINFORCEMENT· AND ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE", UNLESS OTHERWISE NOTED.

REINFORCING TO CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED·

REINFORCING STEEL
#5 AND SMALLER
#6 AND LARGER & BARS TO BE WELDED

HIGH STRENGTH REINF WHERE NOTED ON DWGS
1/2 INCH DIAMETER LOW RELAXATION SEVEN•

WIRE POST-TENSIONING STRAND

WELDED STEEL WIRE FABRIC
SMOOTH DOWELS IN SL.AB ON GRADE
TYPE
ASTM A615, 60 KSI
ASTM A706, 60 KSI
ASTM A615, 75 KSI
ASTM A416, 270 KSI
ASTM A185, 70 KSI
ASTM A36, 36 KSI

ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT FROM DISPLACING DUE TO FORMWORK, CONSTRUCTION, OR CONCRETE PLACEMENT OPERATIONS.

LOCATE AND SUPPORT REINFORCING BY METAL CHAIRS, RUNNERS, BOLSTERS.

SPACERS, AND HANGERS AT A MAXIMUM 3-FOOT SPACING
MECHANICAL COUPLERS· TYPE 2 PER ACl-318, UNLESS OTHERWISE NOTED WELD REINFORCING STEEL IN ACCORDANCE WITH AWS 01 .4 USING QUALIFIED WELDERS.

TERMINATE REINFORCING STEEL IN STANDARD HOOKS, UNLESS OTHERWISE SHOWN

ALL STEEL REINFORCEMENT TO EPOXY COATED

EPOXY-COATED REINFORCEMENT

REINFORCEMENT SHALL BE SHOP FABRICATED PRIOR TO COATING AND SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M 284

VISIBLE VOIDS IN THE COATING, REGARDLESS OF CAUSE, SHALL BE PATCHED IF THE TOTAL AREA OF VOIDS EXCEEDS O 25% OF THE SURFACE AREA OF THE BAR. BARS THAT REQUIRE SURFACE AREA PATCHING LESS THAN 5% OF THE TOTAL SURFACE AREA OF

THE BAR MAY BE FIELD COATED WITH AN APPROVED PATCH MATERIAL SUPPLIED BY THE EPOXY FABRICATOR BARS WHICH REQUIRE SURFACE PATCHING IN EXCESS OF 5%

OF THE TOTAL SURFACE AREA OF THE BAR WILL BE REJECTED

ALL SYSTEMS FOR HANDLING COATED BARS SHALL HAVE PADDED CONTACT AREAS FOR THE BARS WHENEVER POSSIBLE. ALL BUNDLING BANDS SHALL BE PADDED ANO ALL

BUNDLES WHALL BE LIFTED WITH STRONG BACK, MULTIPLE SUPPORTS OR A PLATFORM

BRIDGE SO AS TO PREVENT BAR-TO-BAR ABRASION FROM SAGS IN THE BAR BUNDLE

ALL STEEL REINFORCEMENT TO BE EPOXY COATED

CAST-IN -PLAC E CONCRETE

PROPORTION, MIX, TRANSPORT ANO PLACE CAST-IN-PLACE CONCRETE IN ACCORDANCE WITH ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" UNLESS OTHERWISE NOTED
CONCRETE IS REINFORCED AND CAST-IN-PLACE UNLESS OTHERWISE NOTED. WHERE

REINFORCING IS NOT SPECIFICALLY SHOWN OR WHERE DETAILS ARE NOT GIVEN,

PROVIDE REINFORCING SIMILAR TO THAT SHOWN FOR SIMILAR CONDITIONS, SUBJECT

TO REVIEW BY THE OWNER'S REPRESENTATIVE
ROUGHEN CONCRETE SURFACES OF CONSTRUCTION JOINTS TO 114 INCH AMPLITUDE

ANO CLEAN OF LAITANCE, FOREIGN MATTER, AND LOOSE PARTICLES AT THE FOLLOWING LOCATIONS: [WHERE CAST AGAINST EXISTING CONCRETE: AT WALL, COLUMN ANO BEAM JOINTS. WHERE CAST EXISTING MASONRY/STONE, ETC.)

REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS OF

ADDITIONAL CONCRETE CURBS AND HOUSEKEEPING PADS NOT SHOWN

CONCRETE CLEAR COVER TO REINFORCING BARS IS AS FOLLOWS, UNLESS OTHERWISE NOTED

LOCATION

CONCRETE PLACED AGAINST EARTH

FORMED SURFACES EXPOSED TO WEATHER

OR IN CONTACT WITH EARTH
#6 BARS AND LARGER
#5 BARS AND SMALLER

SLABS ON GRADE (TOP CLEARANCE)

BEAMS, GIRDERS AND COLUMNS NOT

EXPOSED TO WEATHER OR EARTH

WALL OR SLAB SURFACES NOT EXPOSED

TO WEATHER OR EARTH
#5 & SMALLER
#6& #7
#8, #9, #10 & #11
#14 &#18

CLEAR COVER
3 INCHES
2 INCHES
1 1/2 INCHES
1 1/2 INCHES
1 1/2 INCHES
314 INCH
1 INCH
1 1/2 INCHES
21'2 INCHES

ENGINEER OF WORK CITY APPROVED CHANGES APP'D DATE
u escnp 10n "'°· I Da t!
--------------- REVIEWE~ By JEREMY T CALLISTER Date 9118/2023

6. 7.
, _

9. 10.
,,_

12. 13
Vll.

2. 10
11 12
13 VIII.

CONCRETE TYPES:

A. SEAWALL AND BLUFF INFILL AND STAIR COLUMNS:
a. 2&-DAY STRENGTH: F'C = 5,000 PSI
b. TYPE: NORMAL WEIGHT
c. WATER-CEMENT RATIO: 0.40 MAX
d. WATER-SOLUBLE CHLORIDE ION CONTENT IN CEMENT: 0.15 MAX

WATER-SOLUBLE CHLORIDE ION CONTENT THAT IS CONTRIBUTED FROM THE

INGREDIENTS INCLUDING WATER, AGGREGATES, CEMENTITIOUS MATERIALS, AND ADMIXTURES SHALL BE DETERMINED ON THE CONCRETE MIXTURE BY ASTM C1218 AT AGE BETWEEN 28 ANO 42 DAYS.

DRYING SHRINKAGE: PER ASTM C192 & C157, MEASURED AT 28 DAYS AIR ORY AGE.

A. TYPICAL 0.050 MAXIMUM.

8. PROVIDE SHRINKAGE REDUCING ADMIXTURE WHEN SHRINKAGE TEST DATA NOT AVAILABLE.

FLY ASH: ASTM C618, CLASS F. MINIMUM OF 125] PERCENT OF CEMENTITIOUS MATERIAL BY WEIGHT.

ADMIXTURES TO BE COMPATIBLE WITH All OTHER COMPONENTS IN THE MIX ANO INCLUDED IN THE MIX DESIGN. WHEN USED COMPLY THE FOLLOWING:

A. AIR ENTRAINMENT: ASTM C260.

B. WATER REDUCING, RETARDING AND ACCELERATING: ASTM C494, TYPES A THROUGH G.

C SHRINKAGE REDUCING: ASTM C494 & ASTM C157.

CONTINUOUSLY MOIST CURE CONCRETE SLABS ON GRADE FOR 7 DAYS MINIMUM USING

WATER FOG SPRAYS, PONDING, SATURATED ABSORPTIVE COVERS OR MOISTURE

RETAINING COVERS
LIQUID CURING COMPOUND: ASTM C309, TYPE1, CLEAR OR TRANSLUCENT.

A. FOR SURFACES TO BE FINISHED, CONFIRM THAT CURING COMPOUND IS

COMPATIBLE WITH FINISH
NON-SHRINK GROUT: ASTM C1107, WITH MINIMUM COMPRESSIVE STRENGTH OF 7,000 PSI

SHOTCRETE

PROPORTION, MIX, TRANSPORT AND PLACE SHOTCRETE IN ACCORDANCE WITH ACI 506.2 "SPECIFICATION FOR SHOTCRETE" U.O.N. TOLERANCES FOR SHOTCRETE TO CONFORM TO ACI 117 "STANDARD SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS" FOR CAST-IN-PL.ACE CONCRETE USE SHOTCRETE ONLY WHERE DESIGNATED ON THE DRAWINGS. NO SUBSTITUTION OF

SHOTCRETE FOR CAST-IN-PLACE CONCRETE IS ALLOWED
COMPLY WITH THE REQUIREMENTS OF THE CAST •IN-PLACE CONCRETE AND

REINFORCING STEEL SECTIONS OF THESE GENERAL NOTES, EXCEPT AS MODIFIED IN

THIS SECTION
SHOTCRETE TYPES.

LOCATION

SEAWALL
28-DAY STRENGTH
5,000 PSI
MAXIMUM AGGREGATE SIZE. 3/8 INCH
MEAN CORE GRADE PER ACI 506.2: 2.5
A PREQUALIFICATION TEST PANEL IS REQUIRED FOR EACH NOULEMAN. EACH TEST PANEL TO BE 4 FEET BY 4 FEET BY 8 INCHES THICK AND TO HAVE REINFORCING STEEL SIMltAR TO THE MOST CONGESTED CONDITION ON THE PROJECT A MEAN TEST

PANEL CORE GRADE IS REQUIRED FOR EACH NOULEMAN

CLEAN SUBSTRATES ANO FORMS OF LOOSE OR UNSOUND MATERIAL PRIOR TO THE

PLACEMENT OF SHOTCRETE WET CEMENTITIOUS OR ABSORPTIVE SUBSTRATES AND

FORMS PRIOR TO SHOOTING DO NOT PLACE SHOTCRETE AGAINST SURFACES WITH

STANDING OR RUNNING WATER
COMPLETELY Fill AREAS AND COMPLETELY ENCASE REINFORCEMENT REMOVE

REBOUND AND OTHER LOOSE MATERIAL FROM NEW CONSTRUCTION

DO NOT REUSE REBOUND OR OVERSPRAY
FINISHED APPEARANCE f COSMETIC SHOTCRETE. IT IS THE INTENT OF THESE

SPECIFICATIONS THAT THE COMPLETED FACING COSMETIC SHOTCRETE ON ANCHORED

WALLS HAVE AN UNEVEN SURFACE PROFILE AND COLOR SIMILAR IN APPEARANCE TO THAT OF THE ADJACENT BLUFFS.

KEEP SHOTCRETE CONTINUOUSLY MOIST BY DIRECT WATER APPLICATION FOR 24

HOURS AFTER SHOOTING FOLLOW BY CURING THE SHOTCRETE WITH A FOG SPRAY OR

AN APPROVED MOISTURE-RETAINING COVER, MEMBRANE, OR CURING COMPOUND UNTIL 7 DAYS AFTER SHOOTING.

LIQUID CURING COMPOUND. ASTM C309, TYPE1 , CLEAR OR TRANSLUCENT

A FOR SURFACES TO BE FINISHED, CONFIRM THAT CURING IS COMPATIBLE WITH FINISH
B APPLY AT TWICE THE MANUFACTURER'S RECOMMENDED COVERAGE.

STRUCTURAL STEEL
FABRICATE ANO ERECT STRUCTURAL STEEL IN ACCORDANCE WITH AISC 360, AISC 303 AND AISC 340 WELDED CONNECTIONS TO CONFORM TO AWS D1 1 ANO D1 .8

STRUCTURAL STEEL TO CONFORM TO THE FOLLOWING UNLESS OTHERWISE NOTED

SECTIONS

ROLLED SHAPES

WIDE FLANGES

CHANNELS, ANGLES, & OTHER
PLATES:

COLUMN BASE PLATES

BRACE GUSSET PLATES

BEAM SHEAR CONNECTION PLATES

COLUMN CONTINUITY PLATES

BEAM STIFFENER PLATES

EDGE OF DECK BENT PLATE
OTHER

STEEL PIPE

COLD FORMED STRUCTURAL TUBING (HSS)

STAINLESS STEEL SHAPES, PLATES & BARS
BOLTS

MACHINE BOLTS

STAINLESS STEEL BOLTS

ANCHOR RODS
All-THREAD ROD AND THRU BOLTS

HIGH STRENGTH ALL-THREAD ROD
STAINLESS STEEL All-THREAD ROD

HANGER ROD

WELDED SHEAR STUD CONNECTORS

WELDED THREADED STUDS

NUTS FOR BOLTS AND MACHINE BOLTS

STAINLESS STEEL NUTS

HARDENED WASHERS FOR BOLTS

UNHARDENED FLAT WASHERS

STAINLESS STEEL WASHERS

BEVELED WASHERS
TYPE
ASTM A992
ASTM A36
ASTM A572, GR 50
'.A.STM A572, GR 50
ASTM A572, GR 50
ASTM A572, GR 50
ASTM A36
ASTM A36
ASTM A572, GR 50
ASTM A53 GRADE B
ASTM A500 GRADE B
ASTM A276, TYPE 304L
ASTM F3125 GRADE A325X, F1852X
ASTM A307. GRADE A
ASTM A193 88M, CLASS 1
ASTM F155-4 , GR55 WI WELDABLE
SUPPLEMENT S1
ASTM [A36,A572 , GRSOJ
ASTM A193 87, GR105
ASTM A 193 B8M CLASS 2
ASTM A572, GR50
ASTM A108, GRADE 1015 T01020
ASTM A108, GRADE 1015 TO 1020
ASTM A563
ASTM A 194 GR8M
ASTM F436
ASTM F844, ANSI 818 22 1
ASTM A276, TYPE 304
ANSI 818.231
HOT DIP GALVANIZE IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STRUCTURAL

STEEL ANO FASTENERS REPAIR GALVANIZING AFTER WELDING IN ACCORDANCE WITH ASTM A780 HOT-DIP GALVANIZE ASTM F1554 RODS IN ACCORDANCE WITH ASTM F2329

RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION
, _

5. 6.

IX.

6. 7
X.

ARC-WELDING ELECTRODES/FILLER METALS TO BE LOW HYDROGEN TYPES E7XTX, E7XTXX OR E70XXX MINIMUM AS APPLICABLE. ELECTRODES WITH CHAR PY V-NOTCH TESTS VALUES OF A MINIMUM 20 FOOT-POUNDS AT O DEGREES FAHRENHEIT AND 40 FOOT- POUNDS AT 70

DEGREES FAHRENHEIT ARE TO BE USED AT ALL WELDS OF THE SEISMIC FORCE RESISTING SYSTEM (SFRS), WHERE DESIGNATED ·oc· ON THE DRAWINGS AND THE FOLLOWING LOCATIONS:

A. COMPLETE JOINT PENETRATION WELDS.

8. BEAM TO COLUMN MOMENT CONNECTIONS- INCLUDING FLANGE, WEB.DOUBLER

PLATES, BASE PLATES, AND CONTINUITY PLATE FILLET ANO PARTIAL JOINT PENETRATION WELDS.

C. BRACE CONNECTIONS - INCLUDING BRACE, GUSSET, BASE PLATES, BEAM

STIFFENER PLATES, AND CONTINUITY PLATE FILLET AND PARTIAL JOINT PENETRATION WELDS.

D. COLLECTORS - SHEAR TABS, FLANGE AND WEB WELDS.

WELDERS TO BE QUALIFIED IN ACCORDANCE WITH AWS 01 .1 WITH SUPPLEMENTAL QUALIFICATIONS PER AWS D1.8.

WHERE FIELD WELDING IS NOTED, THE DESIGNATION IS GIVEN AS A SUGGESTED CONSTRUCTION PROCEDURE ONLY.

ADH ESIVE ANCHORS ANO DOWELS
ANCHORS ANO DOWELS INSTALLED INTO CONCRETE: HILTI HIT-RE-500-V3 (ICCESR-3814), SIMPSON STRONG.TIE SET.JG (ICC-ESR-4057) OR DEWALT PURE 110+ (ICC· ESR-3298). ALL EMBEDMENT DEPTHS NOTED ON DRAWINGS ARE EFFECTIVE EMBEDMENT PER MANUFACTURER.

THE TESTING LABORATORY IS TO PERFORM TENSION TESTS ON 10% OF ANCHORS AND DOWELS INSTALLED INTO CONCRETE TO THE FOLLOWING TEST LOADS;

TEST LOAD (LBS)
RODDJA CMIN ANCHOR ANCHOR OR BAR LOCATED > CMIN & LOCATED :2: 12" SIZE < 12'" FROM EDGE FROM EDGE 3/8", #3 2" 1,300 1,600
1/2", #4 2112" 2,000 3,400
5/8", #5 3'" 2,800 4,200
3/4", #6 , .. 3,700 5,000
718", #7 4 1rz· 3,700 5.000
1", #8 5· 4,800 6,100
ANCHORS AND DOWELS INSTALLED INTO UNREINFORCED BRICK MASONRY (URM): Hll TlHY 270 (ICC.ESR-4144), SIMPSON STRONG-TIE SET (ICC-ESR-1772), OR DEWALT AC100+ GOLD (ICC-ESR--4105). USE SCREENS AS SPECIFIED BY THE MANUFACTURER.

ANCHORS ASTM A36 THREADED RODS WITH ASTM A563 GRADE A NUTS AND ANSI 818.22.1 TYPE A WASHERS, UNLESS OTHERWISE NOTED ANCHORS DESIGNATED AS ASTM A193 GRADE 87 THREADED RODS TO USE ASTM A563 GRADE OH HEAVY HEX NUTS AND ASTM F436 WASHERS.

REBAR DOWELS: ASTM A615 GRADE 60 REINFORCING STEEL

INSTALL ANCHORS IN ACCORDANCE WITH LATEST ICC-ESR REPORT AND

MANUFACTURER INSTRUCTIONS

IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE HOLE LOCATION TO AVOID THE REINFORCEMEN T PROVIDE A MINIMUM OF 2 ANCHOR DIAMETERS OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE BETWEEN THE

DOWEL AND THE ABANDONED HOLE FILL THE ABANDONED HOLE WITH NON-SHRINK

GROUT IF THE ANCHOR OR DOWEL MAY NOT BE SHIFTED AS NOTED ABOVE, THE ENGINEER Will DETERMINE A NEW LOCATION

LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO

FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED WITH

ADHESIVE ANCHORS

EROSION CONTROL NOTES
STORM WATER AND NON-STORM WATER DISCHARGE CONTROL· BEST MANAGEMENT

PRACTICES SHALL BE DEVELOPED AND IMPLEMENTED TO MANAGE STORM WATER AND NON-STORM WATER DISCHARGES FROM THE SITE AT All TIMES DURING EXCAVATION

AND GRADING ACTIVITIES
EROSION AND SEDIMENT CONTROL: EROSION PROTECTION SHALL BE EMPHASIZED AS

THE MOST IMPORTANT MEASURE FOR KEEPING SEDIMENT ON SITE DURING

EXCAVATION ANO GRADING ACTIVITIES SEDIMENT CONTROLS SHOULD BE USED AS A SUPPLEMENT TO EROSION PREVENTION FOR KEEPING SEDIMENT ON SITE.

THE TOPS OF All SLOPES SHALL BE DIKED OR TRENCHED TO PREVENT WATER

FLOVVING OVER CRESTS OF SLOPES

THE CONTRACTOR SHALL REPAIR ANY ERODED SLOPES AS DIRECTED BY THE OFFICE

OF THE CITY ENGINEER

THE CONTRACTOR SHALL SWEEP ROADWAYS ANO ENTRANCES TO AND FROM THE SITE ON A REGULAR BASIS TO KEEP THEM FREE OF SOIL ACCUMULATION AND AT All OTHER

TIMES DIRECTED BY THE CITY ENGINEER

THE CONTRACTOR SHALL WATER SITE ON A CONTINUOUS BASIS TO MINIMIZE AIR

BORNE DUST CREATED FROM GRADING ANO HAU,LING OPERATIONS OR EXCESSIVE

WIND CONDITIONS, ANO AT ALL TIMES DIRECTED BY THE CITY ENGINEER

IN THE EVENT SILT THE DOES ENTER THE EXISTING PUBLIC STORM DRAIN SYSTEM,

REMOVAL OF THE SILT FROM THE SYSTEM WILL BE AT THE CONTRACTOR'S EXPENSE .. l Degenkolb DEGENKOLB ENGINEERS
225 Broadway, Suite 1325
San Diego, CA 92101
619 515 0299 PHONE
www.degenkolb com
DE Job Number C1676031 00
Date _ _c9c./1.::.812.::.0:.:2.:.. 3 ___ _

BENCH MARK CITY OF SOLANA BEACH ENGINEERING DEPARTMENT

GENERAL NOTES
BY ______ -----------------=-.-- ~ __ L_H_ NAME DEGENKOLB ENGINEERS ~=========================t===~==~ By· _________ Date ___ By· _________ Date __ _ ~ CITY OF SOLANA BEACH SURVEY CONTROL POINT NO
2001 PER RECORD OF SURVEY MAP NO. 1!971 2.5" CITY OF SOlANA BEACH BRASS DISK STAMPED ·soLS. 1. LS 7322. 2005" SET ON

CONCRETE DRAINAGE INLET ON THE EAST SHOULDER OF HIGHWAY 101 . 01 MILE SOUTH OF LOMAS SANTA FE DRIVE
~71450FEET !NAVO&e)
825 SOUTH SIERRA AVENUE, SOLANA BEACH, CA 92075
DEL MAR BEACH CLUB SEAWALL AND UPPER BLUFF REPAIRS FIRE CHIEF DATE. ~ DISTRICT REP OAT~ DRAWN BY RC E S5646 EXP By _________ Date __ _ PHASE 1

DRAWING NO
S-001
Sheet 3 of 18
~
N
N
(/)
I
ni
,.
"'
Q)
(/)
I
.c
:,
0 .c
"
"'
Q)
ID
ffi
::;
,;
0 0 I
0 ;;;
0 <D
I'--
<D
Q
E
~
"'
Q)
(/)
3:
.c "'

0..
.c
:,
G
-5
"'
Q)
ID
ffi
::;
,;
0 0
0 ;;;
0 <D
::; I'--
<D 0..
<') u 0 "" '° "'
"
0 0 <')
N
0 ~ Q)
C,! -c <') _g
ai :,
..:

GENERAL NOTES CONT:

XI.

2. J.

4. 5,

6. 7.

8. PERMANENT TIEBACKS

PERMANENT TIEBACK ROOS SHALL BE COLO STRETCHED HIGH STRENGTH ALLOY

THREADED STEEL BARS (THREADBARS) FABRICATED FROM STEEL CONFORMING TO ASTM A722WITH A MINIMUM ULTIMATE TENSILE STRENGTH OF 150,000 PSI (REGULAR GRADE DYWIDAG BARS). THE UNBONDED LENGTH SHALL BE COVERED IN A

SMOOTH PLASTIC SHEATHING, SUCH AS PVC OR POLYETHYLENE, TO PREVENT BONDING. RODS SHALL BE FULL LENGTH WITHOUT SPLICES OR COUPLERS, UNKINKED, AND FREE FROM NICKS OR ABRASIONS.

PERMANENT TIEBACK STRANDS SHALL BE EPOXY COATED, EPOXY-FILLED IN THE INTERSTICES BETWEEN THE STRAND WIRES, GRIT-IMPREGNATED, 0.6-INCH NOMINAL DIAMETER LOW-RELAXATION STRAND, CONSISTING OF 7 STRESS-RELIEVED STEEL WIRES. THE STRANO SHALL BE IN ACCORDANCE WITH ASTM A882. THE STEEL

STRAND BENEATH THE COATING SHALL HAVE A MINIMUM ULTIMATE TENSILE STRENGTH OF 270 KS!, IN ACCORDANCE WITH ASTM A416 , PLUS SUPPLEMENTS FOR LOW-RELAXATION WIRE AND LOW-RELAXATION STRAND. WIRES SHALL BE

FULL LENGTH WITHOUT SPLICES OR COUPLERS, UNKINKED, AND FREE FROM NICKS OR ABRASIONS. USE FLOFIL STRANDS, SUPPLIED BY INSTEEL INDUSTRIES, INC., OR APPROVED EQUIVALENT FOR PERMANENT TIEBACKS.

PERMANENT TIEBACK ASSEMBLIES SHALL BE DOUBLE CORROSION PROTECTED OVER THE ENTIRE LENGTH OF THE ANCHOR. DOUBLE CORROSION PROTECTION SHALL CONSIST OF EPOXY COATED BARS, OR EPOXY COATEDfFILLED STRANDS, IN CONTINUOUS GROUT. OVER THE UNBONDED LENGTH THE BARS/STRANDS SHALL BE INDIVIDUALLY GREASED AND SHEATHED TO PREVENT BONDING. CORRUGATED PE SHEATHING SHALL BE PROVIDED OVER THE LENGTH OF THE TIEBACK.

ANCHORAGES SHALL BE CAPABLE OF DEVELOPING NO LESS THAN 95% OF THE

MINIMUM ULTIMATE TENSILE STRENGTH OF THE TENDONS, AND SHALL CONFORM TO

THE STATIC STRENGTH REQUIREMENTS OF THE PTI 'GUIDE SPECIFICATION FOR POST-TENSIONING MATERIALS." AT BARS, ANCHOR HEADS SHALL BE DESIGNED TO

ACCEPT THE BAR LOADS AND TRANSFER THE ENTIRE LOAD ONTO THE BEARING PLATE. AT STRANDS, ANCHOR HEADS SHALL BE DESIGNED TO ACCEPT INDIVIDUAL

STRAND LOADS, SEAT THE WEDGES, AND TRANSFER THE ENTIRE TENDON LOAD ONTO THE BEARING PLATE.

WEDGES FOR STRAND TIEBACKS SHALL BE BITE-THROUGH WEDGES, SPECIFICALLY DESIGNED AND MANUFACTURED FOR EPOXY COATED STRAND. REMOVAL OF EPOXY COATING TO ACCOMMODATE CONVENTIONAL WEDGES IS NOT ALLOWED.

CENTRALIZERS ANO SPACERS SHALL BE STEEL OR PLASTIC. WOOD SHALL NOT BE USED. CENTRALIZERS SHALL BE DESIGNED TO WITHSTAND LATERAL LOADS FROM THE BARS OR TENDONS. COMBINATION SPACER/CENTRALIZERS ARE ACCEPTABLE.

SPACERS AND CENTRALIZERS SHALL NOT RESTRICT THE PASSAGE OF GROUT, AND

SHALL BE ATTACHED SO THEY ARE RESTRAINED FROM MOVING UP OR DOWN THE BARS/STRANDS DURING INSTALLATION OR GROUTING.

THE SPACERS AND CENTRALIZERS SHALL MEET THE FOLLOWING ADDITIONAL CRITERIA FOR STRAND TIEBACKS:

A. SPACERS SHALL SEPARATE THE TENDON STRANDS SO THAT THE

SURFACE OF EACH STRAND CAN BE SURROUNDED BY GROUT AND SO THAT INDIVIDUAL STRANDS HAVE CLEARANCES OF NO LESS THAN 0.5 INCHES FROM EACH OTHER.

B. CENTRALIZERS SHALL PROVIDE A MINIMUM 0.5 INCHES OF GROUT COVER

BETWEEN THE OUTER PERIMETER ROW OF TENDON STRANDS AND THE BOREHOLE WALL.

C. WHERE PE SHEATHING IS PRESENT, CENTRALIZERS SHALL PROVIDE 0.5

INCHES OF GROUT COVER BETWEEN THE STRANDS AND THE SHEATHING AND AT LEAST 0.5 INCHES OF GROUT COVER BETWEEN THE PE
SHEATHING AND THE BOREHOLE.

All METAL COMPONENTS OF THE BAR/STRANO ANCHORAGE SYSTEM SHALL BE

COMPATIBLE WITH RESPECT TO THEIR CORROSION POTENTIAL AND THE SOLDIER BEAM CONNECTION.

HANDLING, SHIPPING, AND STORAGE SHALL BE CONDUCTED IN A MANNER THAT

PROTECTS ALL BARS ANO TENDON ASSEMBLIES ANO HARDWARE FROM MECHANICAL DAMAGE, ABRASION, CORROSION, CHEMICAL ATTACK, AND DIRT.

EACH BARITENDON SHALL BE TAGGED ANO IDENTIFIABLE AT All TIM ES. THE

CONTRACTOR SHALL PROVIDE PROPER STORAGE FACILITIES ON SITE FOR THE TIME BETWEEN DELIVERY ANO INSTALLATION OF BARfSTRANOS ANO HARDWARE.

STORAGE FACILITIES SHALL BE ORY ANO SHALL PROTECT EPOXY-COATED BARS/STRANO FROM EXPOSURE TO SUNLIGHT. IMPROPER HANDLING, SHIPMENT,

OR STORAGE WILL BE SUFFICIENT CAUSE
FOR REJECTION OF TENDONS.

9. THE BARSfTENOONS SHALL BE HANDLED AND PROTECTED DURING THEIR INSERTION

IN THE HOLES IN SUCH A MANNER THAT PREVENTS PHYSICAL DAMAGE AND SHARP

BENDS AND PROTECTS THE EPOXY COATING ANO OTHER CORROSION PROTECTION ELEMENTS. SPECIAL MEASURES SHALL BE TAKEN TO PREVENT ABRASION OF THE BARSfTENOONS AT THE BOREHOLE COLLAR. FOR STRANO TIEBACKS, EACH

TENDON SHALL BE FITTED WITH A PROTECTIVE NOSE CONE PRIOR TO INSERTION TO KEEP INDIVIDUAL STRAND TIPS FROM CATCHING ON THE BOREHOLE WALLS.

10. THE CONTRACTOR SHALL CUT THE BAR/TENDON STRAND LENGTHS PROTRUDING BEYOND THE ANCHOR HEAD. CUTTING OF BAR/TENDON PROTRUSIONS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE PREFERRED METHOD IS BY ABRASIVE BL.ADES. USE OF A CUTTING TORCH IS NOT ACCEPTABLE.

CARE SHALL BE TAKEN NOT TO DAMAGE THE ANCHOR HEAD HARDWARE PACKAGE.

THE EXPOSED CUT ENDS OF THE BARSTRANDS SHALL BE CORROSION PROTECTED WITH EPOXY MATERIALS PER MANUFACTURERS RECOMMENDATIONS. 11 . STRUCTURAL GROUT FOR TIEBACK HOLES SHALL CONTAIN A MINIMUM OF 10 SACKS

OF CEMENT PER CUBIC YARD ANO SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI IN 7 DAYS. GROUT SHALL BE PUMPED INTO PLACE FROM THE BACK OF THE HOLE TOWARD THE FRONT. PERMANENT TIEBACKS SHALL BE FULLY GROUTED WITH STRUCTURAL GROUT FROM ENO TO END.

XII.

2. J.

4. 5.

6. 7.
8,
,.

10. 11.

12. TIEBACK INSTALLATION

TIEBACK DETAILS AND PERFORMANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL SELECT MATERIALS AND PROCEDURES

SUITABLE FOR THE SITE AND THE PROJECT CONSISTENT WITH THE CONTRACT DOCUMENTS. THE BONDED TIEBACK LENGTHS INDICATED ON THE DRAWINGS ARE FOR GUIDANCE ONLY. THE INDICATED TIEBACK BONDED LENGTHS MAY BE ALTERNATIVELY DETERMINED BASED ON IN SITU TESTING. ULTIMATELY, THE BONDED

LENGTHS SHALL BE SUFFICIENT TO DEVELOP THE INDICATED TEST LOADS, AND THE

BOREHOLE DIAMETER, ANCHOR LENGTH, INSTALLATION PROCEDURES, CURING TIME,

AND ADJUSTMENTS PER ACTUAL FIELD CONDITIONS ARE THE SOLE RESPONSIBILITY

OF THE CONTRACTOR

TIEBACK HOLES SHALL BE EITHER DRILLED WITH CASING OR THE GEOTECHNICAL ENGINEER MAY PERMIT NO CASING BASED ON FIELD OBSERVATIONS. CONTRACTOR

TO COORDINATE WITH GEOTECHNICAL ENGINEER REGARDING ALTERNATIVE DRILLING PROCEDURES AT ADVERSE CONDITIONS.

HOLES DRILLED FOR TIE-BACK ANCHORS SHALL BE DONE WITHOUT DETRIMENTAL

LOSS OF GROUND, SLOUGHING OR CAVING OF MATERIALS, AND WITHOUT

ENDANGERING PREVIOUSLY INSTALLED SHORING MEMBERS OR EXISTING FOUNDATIONS.

DRILLING SHALL BE PERFORMED WITH CARE IN VICINITY OF POTENTIAL OBSTRUCTIONS. CONTRACTOR SHALL USE CARE IN CONTROLLING AND MEASURING

DRILL ANGLE TIEBACK LENGTHS, ANGLES, ANO LOCATIONS HAVE BEEN COORDINATED TO THE FULLEST EXTENT POSSIBLE TO AVOID OBSTRUCTIONS.

HOWEVER, IF OBSTRUCTIONS ARE ENCOUNTERED PRIOR TO COMPLETION OF DRILLING, THE HOLE SHALL BE ABANDONED AND FILLED W1TH NEAT CEMENT GROUT.

NOTIFY THE SHORING ENGINEER FOR DIRECTION. A NEW HOLE WITH THE ANGLE

ADJUSTED SHALL BE DRILLED

ALL LOOSE MATERIAL SHALL BE REMOVED FROM THE HOLE PRIOR TO PLACEMENT OF THE TIEBACK. WHERE TIEBACKS EXTEND BELOW WATER TABLE, WATER MAY REMAIN IN THE CASED HOLD PROVIDED GROUT IS PL.ACED BY A GROUT TUBE EXTENDING TO THE BOTTOM OF THE HOLE.

DO NOT INSTALL TIEBACK ROD UNTIL INSPECTOR OF RECORD AND GEOTECHNICAL ENGINEER HAVE VIEWED AND APPROVED THE HOLE.

INSTALL GROUT OVER THE FULL LENGTH OF THE TIEBACK. GROUTING METHODS SHALL ENSURE THAT All VOIDS ARE FILLED AND THAT TIEBACKS MEET TESTING CRITERIA. All TIEBACKS SHALL BE EQUIPPED WITH POST GROUTING TUBES. POST GROUTING PROCEDURES SHALL BE USED AT ALL TIEBACKS.

GROUT MIXER SHALL PRODUCE GROUT FREE OF LUMPS AND INDISPENSED CEMENT

GROUTING EQUIPMENT SHALL BE SIZED TO ENABLE THE GROUT TO BE PUMPED IN A CONTINUOUS OPERATION. THE MIXER SHALL BE CAPABLE OF CONTINUOUSLY

AGITATING THE GROUT
CONTRACTOR SHALL RECORD GROUT PRESSURE AND QUANTITY OF GROUT PLACED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR All COSTS ASSOCIATED WITH

REGROUTING, REDRILLING, OR REPLACEMENT OF TIEBACKS THAT FAIL TO MEET TEST CRITERIA.

TIEBACK TESTING MAY COMMENCE 3 DAYS AFTER POST-GROUTING OPERATIONS PROVIDED GROUT COMPRESSIVE STRENGTH HAS REACHED 3000 PSI.

AFTER THE HIGH STRENGTH GROUT HAS ACHIEVED 3000 PSI, THE TIEBACK SHALL BE STRESSED IN THE FOLLOWING MANNER:

A. INSTALL ANCHORAGE.

B.

C.

D.

E.

PERFORMANCE TEST SELECT TIEBACKS IN ACCORDANCE WITH THE TIEBACK TESTING SECTION OF THESE GENERAL NOTES.

PROOF TEST EVERY TIEBACK BY STRESSING TO TEST LOAD SHOWN IN THE SCHEDULE ON S-541 AND MAINTAINING THAT LOAD FOR 30 MINUTES. PROOF

TEST IS SUCCESSFUL IF THE CRITERIA FOR PERFORMANCE TESTS, FOUND IN THE TIEBACK TESTING SECTION OF THESE GENERAL NOTES. ARE MET.

TEMPORARILY STRESS ANCHOR TO MAXIMUM 80% OF GROSS ULTIMATE

TENSILE STRENGTH (GUTS) TO COMPENSATE FOR WEDGE SEATING LOSSES. ANCHOR SYSTEMS SUPPLIER TO PROVIDE STRESSING DATA SHEET PRIOR TO STRESSING.

ADJUST LOAD TO THE LOCK LOAD SHOWN IN THE TIEBACK SCHEDULE AND SECURE ANCHORAGE DEVICES.

13. IF THE TIEBACK FAILS TO MAINTAIN THE TEST LOAD FOR TEN MINUTES. USE POST GROUTING PROCEDURES TO REPAIR TIEBACKS. A TUBE SHALL BE PROVIDED WITH THE TIEBACK FOR SUCH PURPOSES. AFTER POST GROUTING THE TIEBACKS SHALL BE RE-TESTED. IF THE TIEBACK STILL FAILS, AN ADDITIONAL TIEBACK SHALL BE

ADDED AT THE DIRECTION OF THE SHORING ENGINEER AT THE CONTRACTOR'S EXPENSE.

14. THE MINIMUM PRESSURE FOR POST GROUTING SHALL BE 300 PSI, SUBJECT TO CONTROL TO PREVENT EXCESSIVE HEAVE OR FRACTURING. POST GROUTING SHALL TAKE PL.ACE AFTER INITIAL GROUT HAS SET FOR 24 HOURS. POST GROUTING SHALL OCCUR IN THE BONDED LENGTH ONLY. THE POST·GROUT PRESSURE SHALL

BE SUFFICIENT TO FRACTURE THE INITIAL GROUT AND THEREAFTER SHALL BE REDUCED TO 300 PSI. THE CONTRACTOR SHALL DETERMINE THE QUANTITY OF GROUT TO BE PL.ACED AND THE NUMBER OF TIMES TO POST GROUT.

XIII.

2. 3.

4. 5.

6. TIEBACK TESTING
REVIEW Mill CERTIFICATIONS FOR All TIEBACK STEEL.

PERFORM MATERIAL TESTING OF TIEBACKS. TWO SAMPLES OF EACH HEAT SHALL BE TENSION TESTED.

PERFORM COMPRESSION TESTS OF TIEBACK GROUT USED DAILY PREPARE 4 CYLINDERS OR CUBES AND TEST TWO SAMPLES AT 4 DAYS AND 1 SAMPLE AT 7 DAYS, ONE SPECIMEN SHALL BE RETAINED FOR LATER TESTING, !F REQUIRED.

VISUALLY INSPECT EACH TIEBACK ASSEMBLY IMMEDIATELY PRIOR TO INSERTION !N THE HOLE. THE PURPOSE OF THE INSPECTION WILL BE TO ASCERTAIN THE SUITABILITY AND ACCEPTABILITY OF THE ASSEMBLY FOR INSERTION INTO THE HOLE.

THE PRESENCE OF ANY UNACCEPTABLE CONDITION OR DAMAGE SHALL BE SUFFICIENT CAUSE FOR REJECTION. A PARTIAL UST OF UNACCEPTABLE CONDITIONS ANO TYPES OF DAMAGE INCLUDES; ABRASIONS, KINDS, WELDS, WELD SPLATTERS, AND CUTS. ASSEMBLIES SHALL ALSO BE FREE OF DIRT, GREASE, Oil, DETRIMENTAL RUST, PITTING, AND ALL OTHER DELETERIOUS SUBSTANCES.

PROOF-TEST EVERY TIEBACK, UNLESS OTHERWISE NOTED. REFER TO TIEBACK

INSTALLATION SECTION OF THESE GENERAL NOTES FOR ADDITIONAL INFORMATION AND PTI MANUAL FOR ADDITIONAL REQUIREMENTS.

PERFORMANCE-TEST TWO PERCENT OF THE TIEBACKS, OR A MINIMUM OF THREE TIEBACKS, WHICHEVER IS GREATER. THE FIRST PRODUCTION TIEBACK SHALL BE

PERFORMANCE TESTED THE ENGINEER SHALL SELECT THE REMAINING TIEBACKS TO BE PERFORMANCE TESTED. PERFORMANCE TESTING OF TIEBACKS SHALL BE IN ACCORDANCE WITH PTI (2004) AND THE FOLLOWING PROCEDURES:
a. THE PERFORMANCE TEST SHALL BE MADE BY INCREMENTALLY LOADING AND UNLOADING THE TIEBACK IN ACCORDANCE WITH THE SCHEDULE ON S-541 .

THE LOAD SHALL BE RAISED FROM ONE INCREMENT TO ANOTHER
IMMEDIATELY AFTER A DEFLECTION READING. DEFLECTION READINGS SHALL BE RECORDED TO THE NEAREST 0.001 INCHES WITH RESPECT TO AN INDEPENDENT FIXED REFERENCE POINT. THE FIXED REFERENCE FOR

MOVEMENT RECORDING SHALL BE A FREE STANDING TRIPOD-MOUNTED DIAL GAUGE WITH A PRECISION OF 0.001 INCHES.
b. THE MAXIMUM LOAD IN A PERFORMANCE TEST SHALL BE HELD FOR 10 MINUTES. THE LOAD-HOLD PERIOD SHALL START AS SOON AS THE MAXIMUM

LOAD IS APPLIED ANO THE TIEBACK MOVEMENT SHALL BE MEASURED AND RECORDED AT 1 MINUTE, 2, 3, 4, 5, 6, AND 10. IF THE ANCHOR MOVEMENT BETWEEN 1 MINUTE AND 10 MINUTES EXCEEDS 0.04 INCHES, THE MAXIMUM LOAD SHALL BE HELD FOR AN ADDITIONAL 50 MINUTES. IF THE LOAD HOLD IS EXTENDED, THE ANCHOR MOVEMENT SHALL BE RECORDED AT 15, 20, 30, 40, 50, AND 60 MINUTES. IF AN ANCHOR FAILS IN CREEP, RE-TESTING Will NOT BE ALLOWED.
c. A TIEBACK PERFORMANCE TEST WITH A 10 MINUTE LOAD HOLD IS ACCEPTABLE IF BOTH OF THE FOLLOWING ARE MET:

1. THE TIEBACK CARRIES THE MAXIMUM LOAD WITH LESS THAN 0.04 INCHES OF MOVEMENT BETWEEN 1 ANO 10 MINUTES.

2. THE TOTAL MOVEMENT AT THE MAXIMUM LOAD EXCEEDS 80 PERCENT

OF THE THEORETICAL ELASTIC ELONGATION OF THE TIEBACK

UNBONDED LENGTH
d. IF THE LOAD HOLD IS EXTENDED, THE TEST IS ACCEPTABLE IF THE TIEBACK CARRIES THE MAXIMUM LOAD WITH LESS THAN 0.04 INCHES OF MOVEMENT BETWEEN 6 AND 60 MINUTES ANO SATISFIES ITEM c.2. ABOVE. 7 LOCK OFF: SUCCESSFULLY TESTED TIEBACKS SHALL BE LOCKED OFF AT LEAST AT THE DESIGN LOAD OR GREATER (UNLESS OTHERWISE DIRECTED BY THE ENGINEER).

8. ANCHORS SHALL BE STRESSED STRAIGHT ANO TRUE. KINKING OR SHARP CURVATURE IN THE ANCHORS UNDER TENSION SHALL BE CAUSE FOR REJECTION.

9. TIEBACKS THAT ULTIMATELY FAIL TO MEET THE TESTING CRITERIA MAY BE RETESTED

AT A LOWER LOAD AND ASSIGNED A VALUE EQUAL TO THAT LOAD IF THE ENGINEER APPROVES SUCH AN APPROACH. AN ADDITIONAL TIEBACK SHALL BE INSTALLED TO MAKE UP THE LOAD DIFFERENCE. THE LOCATION OF THE ADDITIONAL TIEBACK Will BE DETERMINED BY THE ENGINEER.

10. IF A TIEBACK CONTINUES TO FAIL A LOAD TEST, THE TIEBACK MY BE POST-GROUTED AND RETESTED. IF TIEBACK FAILS AFTER SECOND POST-GROUT, TIEBACK IS REJECTED AND SHALL BE REPLACED.
~NA BEACH FIRE DEPARTMENT ~ ANTA FE IRRIGATION DISTRICT ENGINEER OF WORK CITY APPROVED CHANGES APP'D DATE NO. U3 C
~

RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION
REVIEWE~
BY: JTB By: JEREMY T. CALLISTER Date:
911812023
NAME l-1-=========================t===~==:=1 · DEGENKOL8 ENGINEERS By: _________ Date --- By _________ D'1• uescr1puon
FIRE CHIEF DATE:~ DISTRICT REP. DATE~ DRAWN BY R.C.E. S.5646 EXP: ----t--------------+--+--l By _________ Date __ _ XIV.

2. xv.
,.

XVI.
'·

2. J.

4. XVII.

2. STRUCTURAL TESTS, INSPECTIONS, AND OBSERVATIONS

AN INDEPENDENT TESTING AGENCY AND SPECIAL INSPECTORS WILL BE RETAINED BY THE OWNER TO PERFORM TESTS AND INSPECTION.

THE FOLLOWING ITEMS REQUIRE TESTS AND INSPECTIONS IN ACCORDANCE WITH THE REQUIREMENTS OF THE CHAPTER "STRUCTURAL TESTS AND INSPECTIONS" OF THE APPLICABLE CODE. REQUIREMENTS FOR TESTS AND INSPECTIONS ARE IDENTIFIED IN THE SPECIFICATIONS.

A. REINFORCING STEEL
B. CAST-IN-PLACE CONCRETE
C. POST-INSTALLED ANCHORS
D. REPAIR MORTARS
E. TIEBACKS

MONITORING

ESTABLISH CONTROL POINTS ALONG THE EXISTING SEAWALL AS IDENTIFIED IN THE ELEVATIONS PRIOR TO START OF EXCAVATION OR CONSTRUCTION OR DEMOLITION.

MONITOR ANY MOVEMENT OF SEAWALL DURING TRENCHING, EXCAVATIONS OR DEMOLITION WORK NEAR THE SEAWALL. NOTIFY SEOR OF ANY MOVEMENT EXCEEDING 1/4".

DESIGN CRITERIA
APPLICABLE CODE: 2022 CALIFORNIA BUILDING CODE
GRAVITY LOADS:

A. DEAD LOADS - VARY BASED ON ACTUAL WEIGHTS
B. LIVE LOADS:
a.' STAIRS: 100 PSF

SHORING DESIGN PARAMETERS (PER GEOTECH REPORT)
A. TIEBACKS
ALLOWABLE SKIN FRICTION: 21 PSI

DESIGN ASSUMPTIONS REGARDING SHARING OF LOAD BETWEEN NEW AND EXISTING

TIEBACKS
A. NEW TIEBACKS AT STRAIGHT WALL SEGMENTS ARE DESIGNED TO RESIST 75% OF THE LATERAL SOIL LOADS (WITH THE EXISTING TIEBACKS RESISTING 25%)

8. NEW TIEBACKS AT THE CURVED WALL SEGMENT ARE DESIGNED TO RESIST 50% OF THE LATERAL SOIL LOADS (WITH EXISTING TIEBACKS RESISTING 50%).

PROJECT SEQUENCING
PRIOR TO All REPAIR WORK, CONTRACTOR TO
A. BRACE WALL AS REQUIRED
B. INSTALL ADEQUATE PROTECTION TO PREVENT SEA WATER FROM CONTACTING WALL DURING REPAIRS.

C. SET UP MONITORING CONTROL POINTS AS IDENTIFIED
SEQUENCE OF WALL REPAIRS ARE AS FOLLOWS:

A. DEMOLITION, REPAIR, ANO INSTALLATION OF WALL REBAR PER DETAIL 6/S-511 .

B. CORE THROUGH (E) WALL AND INSTALL TIEBACK.

C. SHOTCRETE INFILL EXCEPT FOR AREA OF TIEBACK BLOCKOUT PER DETAIL 7/5-541 OR 9/5-541.

D. TEST TIEBACKS PER XIII OF GENERAL NOTES.

E. INFILL TIE-BACK BLOCKOUT WITH CONCRETE OR NON-SHRINK GROUT F. CONTRACTOR MAY SUBMIT ALTERNATE SEQUENCE FOR EOR REVIEW. ., ~ Degenkolb DEGENKOLB ENGINEERS
225 Broadway, Suite 1325
San Diego, CA 92101
619.515.0299 PHONE
www.degenkolb.com
DE Job Number: C1676031 .00
Date: 9/1812023
~
'<P',~·:,~
l ~ ~
I
BENCH MARK CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO.

DESCRIPTION · CITY OF SOLANA BEACH SURVEY CONTROL POINT NO. 2001 PER RECORD OF SURVEY MAP NO. 111971 . 2.5" CITY OF SOLANA BEACH BRASS DISK STAMPED ' SOLB-1 , LS 7322, 2005' SET ON

CONCRETE DRAINAGE INLET ON THE EAST SHOULDER OF HIGHWAY ~
101. 0.1 MILE SOUTH OF LOMAS SANTA FE DRIVE.
71 .-450 FEET (NAVD811)

GENERAL NOTES
825 SOUTH SIERRA AVENUE, SOLANA BEACH, CA 92075

DEL MAR BEACH CLUB SEAWALL AND UPPER BLUFF REPAIRS
PHASE 1
5 -002
Sheet 4 of 18
2:

N
N
(1)1
ro
~ <1> (/)
I
.0 :,
u
.c
u
"' <1> (Il
:.
::;;
~ ol
0 ;;;
0 <D
[o i;i
.s
~
"' <1> (/)
5l
.c "'
(l_
.0 :,
u
£
"' <1> (Il
:.
::;;
w
0 ABBREVIATIONS
(E)
•
@
0 td
ts
AA
AB
ABV
AC
ADDL
ADJ
AGGR
ALT
ALUM
ANSI
APPROX
AR
ARCH
ASPH
ASTM
AWG

8. 0 .

BF
BF
BLDG

BLK, BLKG
BLW

BM, BMS
BN
BOF
BOT
BRBF
BRG
BS
BSMT
BTWN
BW
C
CIP
CJ
CJP
CL
CLG
CLR
CMU
COL
CONC
CONN
CONSTR
CONT
CSK
CTR
DBA
DBL
DEMO

DET, DETS

DIA, DIAM
DIAG

EXISTING
NUMBER
AND
AT

DIAMETER OR ROUND

DEVELOPMENT LENGTH

HOOK DEVELOPMENT LENGTH

LAP SPLICE LENGTH

ADHESIVE ANCHOR

ANCHOR BOLT
ABOVE

ASPHALT CONCRETE

ADDITIONAL

ADJACENT

AGGREGATE

ALTERNATE

ALUMINUM

AMERICAN NATIONAL STANDARDS INSTITUTE

APPROXIMATE

ANCHOR ROD

ARCHITECTURAL/ ARCHITECT

ASPHALT
AMERICAN SOCIETY for TESTING and MATERIALS

AMERICAN WIRE GAUGE

BOTTOM OF

BOTH FACES

BRACED FRAME

BUILDING

BLOCK OR BLOCKING
BELOVV

BEAM, BEAMS

BOUNDARY NAILING

BOTTOM OF FOOTING
BOTTOM

BUCKLING RESTRAINED BRACE FRAME

BEARING

BOTH SIDES

BASEMENT

BETWEEN

BOTH WAYS

CHANNEL
CAST IN PL.ACE

CONSTRUCTION JOINT

COMPLETE JOINT PENETRATION

CENTERLINE

CEILING
CLEAR

CONCRETE MASONRY UNIT
COLUMN

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

COUNTERSINK
CENTER
PENNY {NAIL SIZE)

DEFORMED BAR ANCHOR
DOUBLE

DEMOLITION

DETAIL, DETAILS

DIAMETER

DIAGONAL

DIM, DIMS DIMENSION, DIMENSIONS

DIST DISTANCE
DK, 0KG DECK OR DECKING

ON DOWN

DO DITTO

DP DEEP

OS DIAGONAL SHEATHING

CSA DIVISION OF THE STATE ARCHITECT

DWG, DWGS DRAWING, DRAWINGS

DWL, OWLS DOWEL, DOWELS

EA EACH

EBF ECCENTRIC BRACE FRAME

EF EACH FACE

EJ EXPENSION JOINT
El ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMBED EMBEDMENT

EN EDGE NAILING
EDS EDGE OF SL.AB

EQ EQUAL

EQUIP EQUIPMENT

ES ' EACH SIDE

EW EACH WAY

EXCAV EXCAVATION

EXP EXPANSION

EXT EXTERIOR

FDN FOUNDATION
FF
FIN
FLG

FLR, FLRS
FN
FD
FOC
FOS
FP
FRMG
FS

FAR FACE
FINISH
FLANGE

FLOOR, FLOORS

FIELD NAILING

FACE OF

FACE OF CONCRETE

FACE OF STUD

FIREPROOF

FRAMING

FAR SIDE
FT

FTG, FTGS
GA
GALV
GL
GLB
GR
GRND
GYP
HDG
HDR

HK, HKS

HORIZ, (H)
HP
HSB
HSS
HT
ID
INFO
JH

JST,JSTS
JT
KO
LEV
LLH
LLV
LDC
LONGIT
LP
LT
LWC
MAX
MB
MECH
MEP
MEU
MF
MFR
MIN
MISC
MTD
MTL
NF
NIC
NOM
NS
NTS
NWC
OBF
QC
OD
OPH
OPNG
OPP
P-T

PC, PCS
PCC
PERP
PJP
PL
PLYWD
PT
PTN
REBAR
REF
REINF
REQD
REV

FOOT OR FEET

FOOTING, FOOTINGS
GAUGE

GALVANIZED
GLU.t.AM

GLU-LAM BEAM
GRADE
GROUND
GYPSUM

HOT DIPPED GALVANIZED
HEADER

HOOK, HOOKS

HORIZONTAL

HIGH POINT

HIGH STRENGTH BOLTS

HOLLOW STRUCTURAL SECTION
HEIGHT

INSIDE DIAMETER/DIMENSION

INFORMATION

JOIST HANGER

JOIST, JOISTS
JOINT

KNOCK-OUT
ANGLE
LEVEL

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LOCATION

LONGITUDINAL
LOV\I POINT
LIGHT

LIGHTWEIGHT CONCRETE

MAXIMUM

MACHINE SOLT

MECHANICAL

MECHANICAL, ELECTRICAL, PLUMBING DOCUMENTS

MEZZANINE

MOMENT FRAME

MANUFACTURER

MINIMUM

MISCELLANEOUS

MOUNTED
METAL

NEAR FACE

NOT IN CONTRACT

NOMINAL (DIAMETER)

NEAR SIDE

NOT TO SCALE

NORMAL WEIGHT CONCRETE

ORDINARY BRACED FRAMES

ON CENTER

OUTSIDE DIAMETER

OPPOSITE HAND

OPENING

OPPOSITE

POST-TENSION

PIECE, PIECES

PRECAST CONCRETE

PERPENDICULAR

PARTIAL JOINT PENETRATION
PL.ATE

PLYWOOD

PRESSURE TREATED

PARTITION
RADIUS

REINFORCING BAR

REFERENCE

REINFORCING

REQUIRED

REVISION

RFG ROOFING

RO ROUGH OPENING

RSJ ROLLED STEEL JOIST
S.A.D SEE ARCHITECTURAL DOCUMENTSIDRAWINGS
S.M.D. SEE MECHANIAL DRAWINGS

SCHED SCHEDULE

SECT SECTION

SEOR STRUCTURAL ENGINEER OF RECORD

SFRS SEISMIC FORCE RESISTING SYSTEM

SKT SHEET

SHTG SHEATHING

SIM SIMILAR

SL SLOPE

SMF SPECIAL MOMENT FRAME

SMS SHEET METAL SCREW

SOG SLAB ON GRADE
SP STRUCTURAL Pl YWOOD

SPEC, SPECS SPECIFICATION, SPECIFICATIONS

SPSW SPECIAL PLATE SHEAR WALL

SQ SQUARE

SS STAINLESS STEEL
STAG STAGGER or STAGGERED

STD STANDARD

STIF STIFFENER

STIR STIRRUP OR STIRRUPS

STL STEEL

STRUCT STRUCTURAL

SUB SUBSTITUTE

SUSP SUSPENDED

SYMM SYMMETRICAL

T&B TOP AND BOTTOM
T &G TONGUE and GROOVE
T.O TOP OF

THK THICK

THRO THREADED
THRU
TN
TDC
TOF
TOS
TOM
TR
TYP

THROUGH

TOE NAIL

TOP OF CONCRETE

TOP OF FOOTING

TOP OF STEEL

TOP OF WALL
TREAD

TYPICAL
UON
URM

UNLESS OTHERWISE NOTED

UNREINFORCED MASONRY
VENT

VERT, (V)
VIF
WorWF
WI
W/0
WD
WP
WS
WT
WWM
XHVY
XSTR
XXHVY
XXSTR

VENTILATE

VERTICAL

VERIFY IN FIELD

WIDE FLANGE
WITH

WITHOUT
WOOD

WORK POINT

WOOD SCREW

WEIGHT/TEE SECTION

WELDED WIRE MESH

EXTRA HEAVY

EXTRA STRONG

DOUBLE EXTRA HEAVY

DOUBLE EXTRA STRONG

RECOMMENDED FOR APPROVAL

REFERENCE SYMBOLS

DETAJUSECTION

SECTION NUMBER

DRAWING SHEET NUMBER,

HYPHEN INDICATES SAME
SHEET

LINE OF SECTION CUT

DIRECTION OF VIEW

DETAIL DETAIL NUMBER

DRAWING SHEET NUMBER,

HYPHEN INDICATES SAME
SHEET

LINE OF SECTION CUT

DIRECTION OF VIEW
®'r--'i---AREAOFDETAJL
\ I ,_.,,

DETAIL PLAN OR ELEVATION
- - - - ~ AREA OF ENLARGED
( I ~~~A~~0~NLARGED
I I
I I
, ____ /~
~ SINGLE ELEVATION
,

DIRECTION OF VIEW

ELEVATION NUMBER

DRAWING SHEET NUMBER,

HYPHEN INDICATES SAME

GRID LINES SHEET

LEVEL LINE

WORK POINT
~ INDICATES HEIGHT ABOVE
DATUM
~ SURVEY MONITDRING POINT

REVISION
CY
---- REVISION NUMBER-
- --- SEE REVISION HISTORY ON

TITLE BLOCK OF EACH SHEET

KEY NOTE

CENTER POINT OF CURVE

REFERENCED ELEVATION

SEE UST OF NOTES ON

EACH SHEET

CURVE TO BE LOCATED

RADIUS OF CURVE

CENTER POINT OF CURVE

TOW --DESCRIPTION OF REFERENCED
~POINT
✓ ----- ELEVATION OF POINT ABOVE DATUM

BAR COUPL
~
ERS

MECHANICAL COUPLER SPLICE
~ REINF BAAS

APPROVED FOR CONSTRUCTION

PLAN SYMBOLS

METAL DECK & FILL

ORIENTATION OF METAL
DECK

CONCRETE FILL
~ EXTENT TO EDGE OF SLAB OR WALL, TYP.

SLAB TYPE, SEE SHEET NOTES FOR

DETAIL REFERENCE

SINGLE ARROW INDICATES

EDGE OF DECK

CONCRETE FILL

CONCRETE SLAB OR WALL

FLOOR DEPRESSIONS

DEPTH OF DEPRESSION OR
STEP IN SL.AB

EXTENT OF DEPRESSION IN
SLAB. S.A.D. FOR DIMENSIONS

SHEAR CONNE
~
CTIONS

TYPICAL SHEAR CONNECTION
0-1
I-1

MOMENT CONNECTIONS
:I:~ ~i~i~;T75~i:~~gE~~~~$COLUMN
HR
OH
JH
COLUMNS ~ WIDE-FL.ANGECOLUMN, SEE

COLUMN SCHEDULE
:I:
__ ____ TUBE COLUMN, SEE COLUMN

U-- SCHEDULE

BEAM-BEAM MOMENT CONNECTION

J ----- BEAM TO BEAM MOMENT
\------<4
1 ~ CONNECTION PER DETAILS

BEAM PENETRATIONS
EJ ~ VERT x HORIZ WEB OPENING
/ lO"xlB" (-B") CENTERLINE OF OPENING TO TOP OF
TYPE A-1
~
STEEL

WEB OPENING TYPE, SEE

DETAILS

SLAB OPENING
~LIMITS OF SLAB OPENING
BR
~
AC ED FRAME OR DIAGONAL B~CE

BRACE ABOVE
------. ---------- BRACE BELOW
BEAM DESIGNATIONS --------==== BEAM SIZE
WlSXJl 1221 -----INDICATES NO SHEAR STUDS
(-41/2") <3/4M:>
---------------INDICATES BEAM CAMBER
--------TOP OF STEEL RELATIVE

TO REFERENCE ELEVATION

BENCH MARK CITY OF SOLANA BEACH

MATERIAL SYMBOLS
P'M>Y))J EARTH, UNDISTURBED
ll I lll..!I 11=1 EARTH, COMPACTED
~ ROCKFILLORGRAVEL
t> :/:/: \:' GROUT OR SAND
I, ·I CONCRETE (NEW)
w ///1 CONCRETE (EXJSTING)
W /1/ / ;J PRE CAST CONCRETE
Wll/2"1 STEEL

CONCRETE, ELEVATED OR

DEPRESSED
WS888 MASONRY (BRICK / CMU)
[#'.:#'.di PL'fflOOD
11 11111111 GLB
DEMO
• ~ Degenkolb DEGENKOLB ENGINEERS
225 Broaci.vay, Surt@ 1325
San Dt~. CA 92101
619.515.0299 PHONE
www dl!!;11!nkolb com
DE Job Numbl!r C1676031.00

ENGINEERING DEPARTMENT DRAWING NO
By JEREMYT CALLISTER Dat@ 9/l6f2023 t==========="'=="==o•==========±===:J===i---------------t-----------------t,~00"ES"',CPRi,~ei;r'ic~'riiic:Ca';,:i'i';;''v0 ooi:"s~io~[)':,:;;:;:;.!,;';;',J;:i~is-~ui~:av:,"';"~:o_o;N'ri-,fRRoi~F:,';'<50 iif:'_;"fi:ic ,orl---;:S:;-Y:;-M:;B:;0::;L--;S;--A~N;::D--;A:;B:;B:;R::;E::;V-;:l--;-A-:;: T:;10::;N-;:S;-------------------I ------, LH NA~E DEGENKOLB ENGINEERS r--------------+---+----! By _________ Dai@ By· _________ Oat@ ~~~::~!~1:::er:;~~!~~:·~/;~~~Rs~;~1 ~HwAv 825 SOUTH SIERRA AVENUE, SOLANA BEACH, CA 92075 S-003 DRAWN BY RC E S 56'6 EXP 101 , o, MILE SOUTHOFLOMASSANTAFE OR>VE DEL MAR BEACH CLUB SEAWALL AND UPPER BLUFF REPAIRS By _________ Dal@ .E.LmI!Q!!.71•50FEET(NAVO&e) PHASE 1 She@t 5 of 17

PROPOSED MAINTENANCE/REPAIRS
TO EXIS !NG SEAWALL
IAL REPAIR PLAN : 1"=10'
\

SANTA FE IRRIGATION DISTRICT

REVIEWE
DISTRICT REP.
\

ENGINEER OF WORK
By: ROBERT p MAHONY Date:~
NAME· SO!! FNG!NEFRING CONST JK EXP· DRAWN BY R.C.E. 16459 .

CITY APPROVED CHANGES
u
z
0 u
..J
0 0
a.

CONC
I
lo

DEL MAR BEACH CLUB
825 S. SIERRA AVENUE

NANCE/REPAIRS TO
I PROPOSED MAINTB~UFF CAISSON SYSTEM
~""OO""<e"
-~-------------=~? 0 g_{L_ -:-,-....
~~~ __ _)
\ t INCH:::: 10 FEET

GRAPHIC SCALE

AS-BUILT
BY· ___ DATE:..... ·
R.C_E_: -- EXP· - ORIGINAL DRAWING MEASURE

CITY OF SOLANA BEACH ENGINEERING DEPARTMENT
By:
aeco.,.,_, ~• ~~os,c :::0~::,;_o:~•.,~,eo·:::::i1:,:::.':°a'•--• SSAW.CC A,D o,e Date: B y : MOHAMMAD SAMMAK, C~TY E~~~~~ C~N;~~~~ED~UNT~G~~~~1;.;~ SANTA FE DRIVE. By1 DAN GOLDBERG EXP1 6130/24 R.C.E.1 3714 10 ~ · ~TION 7' . <50FEET(NAVOU)
Date:

UCTION BENCH M:::RVEYCONTROLPOINT NO. PARTIAL REPAIR PLAN FOR! RRA AVENUE, SOLANA BEACH, CA 92075 =ao~ce~ roOITTS --f .:::::w,,. '"'"'S",;';;"'"' S,,SQO,,S,e R "-"" RB'A>RS . eeASe, SBGRSheet 6 of 18

POST SPACING
TO C' !F WIRE
F!LTER FABRIC
MINIMUM 4"x4'' TRENCH

BACKFILL TRENCH WITH
NATIVE SOIL OR 3/4"-1.5"
WASHED G~AVEL
ALT. SECTION-SILT FENCE EROSION CONTROL SCALE 1"=1'-0"
~
( • •. EROSION CONTROL PLAN
\ ) SCALE: 1"=20' ·~·
CD

LANA BEACH FIRE DEPARTMENT SANTA FE IRRIGATION DISTRICT ENGINEER OF WORK 2'-0' <i•lINJ
SECTION-FIBER ROLL SCALE: 1"=1'..0"
0 CITY APPROVED CHANGES ! APP'D DATE
1 CONSTRUCTION

STAGING
AREA
20 40 60
1 !NCH = 20 FEET

GRAPHIC SCALE

RECOMMENDED FOR APPROVAL
REVIEVv'E
ROBERT P MAHONY Date ~ ~=============================::;===~ By _________ Date BY--------'"-<-- NAME~..I..______ r-------------+---+---1 DAN GOLDBERG FIRE CHIEF DATE ~ DISTRICT REP DATE RC E 16459 EXP Date

APPROVED FOR CONSTRUCTION

BMP LEGEND
D!RECT!ON OF LOT DRAINAGE

EROSION & SEDIMENT CONTROL NOTES

TEMPORARY EROSION/SEDIMENT CONTROL, PRIOR TO COMPLETION OF FINAL

IMPROVEMENTS, SHALL BE PERFORMED BY THE CONTRACTOR OR QUALIFIED PERSON AS INDICATED BELOW:

1. ALL REQUIREMENTS OF THE CITY OF SOLANA BEACH STORM WATER STANDARDS MUST

BE INCORPORATED INTO THE DESIGN AND CONSTRUCTION OF THE PROPOSED GRADING/IMPROVEMENTS CONSISTENT W1TH THE APPROVED STORM WATER POLLUTION

PREVENTION PLAN (SWPPP) AND/OR WATER POLLUTION CONTROL PLAN (WPCP) FOR CONSTRUCTION LEVEL BMP'S.

2. FOR STORM DRAIN INLETS, PROVIDE A GRAVEL BAG SILT BASIN IMMEDIATELY UPSTREAM OF INLET AS INDICATED ON DETAILS.

3. FOR INLETS LOCATED AT SUMPS ADJACENT TO TOP OF SLOPES, THE CONTRACTOR

SHALL ENSURE THAT WATER DRAINING TO THE SUMP IS DIRECTED INTO THE INLET AND THAT A MINIMUM OF 1.00' FREEBOARD EXISTS AND IS MAINTAINED ABOVE THE TOP OF THE INLET. IF FREEBOARD IS NOT PROVIDED BY GRADING SHOWN ON THESE PLANS, THE CONTRACTOR SHALL PROVIDE IT VIA TEMPORARY MEASURES, LE. GRAVEL BAGS OR DIKES.

4. THE CONTRACTOR OR QUALIFIED PERSON SHALL BE RESPONSIBLE FOR CLEANUP OF

SILT AND MUD ON ADJACENT STREET(S) AND STORM DRAIN SYSTEM DUE TO CONSTRUCTION ACTIVITY.

5. THE CONTRACTOR OR QUALIFIED PERSON SHALL CHECK AND MAINTAIN ALL LINED AND

UNLINED DITCHES AFTER EACH RAINFALL

6. THE CONTRACTOR SHALL REMOVE SILT DEBRIS AFTER EACH MAJOR RAINFALL

7. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE

STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.

8. THE CONTRACTOR SHALL RESTORE ALL EROSION/SEDIMENT CONTROL DEVICES TO

WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER OR RESIDENT ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.

9. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION/SEDIMENT CONTROL

MEASURES AS MAY BE REQUIRED BY THE RESIDENT ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES, WHICH MAY ARISE.

10. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY

PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.

11. ALL EROSION/SEDIMENT CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. ALL EROSION/SEDIMENT CONTROL

FOR INTERIM CONDITIONS SHALL BE DONE TO THE SATISFACTION OF THE RESIDENT ENGINEER.

12. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY.

13. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN RAIN JS IMMINENT.

14. THE CONTRACTOR SHALL ONLY GRADE, INCLUDING CLEARING AND GRUBBING FOR

THE AREAS FOR WHICH THE CONTRACTOR OR QUALIFIED PERSON CAN PROVIDE EROSION/SEDIMENT CONTROL MEASURES.

15. THE CONTRACTOR SHALL ARRANGE FOR WEEKLY MEETINGS DURING OCTOBER 1ST TO APRIL 30TH FOR PROJECT TEAM (GENERAL CONTRACTOR, QUALIFIED PERSON,

EROSION CONTROL SUBCONTRACTOR IF ANY, ENGINEER OF WORK,

OWNER/DEVELOPER AND THE RESIDENT ENGINEER) TO EVALUATE THE ADEQUACY OF

THE EROSION/SEDIMENT CONTROL MEASURES AND OTHER RELATED CONSTRUCTION ACTIVITIES.
11 MATERIAL & WASTE MANAGEMENT CONTROL BMP'S I
;
~ MATERIAL DELIVERY & STORAGE
~ SPILL PREVENTION & CONTROL
~ SOL!O WASTE MANAGEMENT
~ CONCRETE WASTE MANAGEMENT
~ SANITARY WASTE MANAGEMENT
1 TEMPORARY RUNOFF CONTROL BMP'S
, I ~ SILT FENCE M5W/22:/2,MWM555
i I ~ FIBER ROLL ✓•~~-✓✓✓~~-··~
~ GRAVELBAGS c1p
~ STREET SWEEPING DA1LY, OR AS DIRECTED
~ STORM INLET PROTECTION, AS APPLICABLE
LOW IMPACT DEVELOPMENT BMP's:

I L1D 2•
2•
1 I g~~,~~~v;6:~~~JoNti~¼~fi~f~f~E~E\~T~~L :

I LID 2.2.2 I MINIMIZE DISTURBANCES TO NATURAL DRAINAGES I i I LID 2.2.3 I MIINIMIZE AND DISCONNECT IMPERVIOUS SURFACES 1 1 I LID 2.2.4 I MINIMIZE SOIL COMPACTION : I

BENCHMARK

DESCRIPTION CITY OF SOLANA BEACH SURVEY CONTROL POINT NO ~ORO OF SURVEY MAP NO iS371 2 S' CITY OF SOLANA

AS-BUILT
11 11
BY _______ OATE __ _
RC E ______ EXP ___ _

CITY OF SOLANA BEACH
EROSION CONTROL PLAN FOR:

ORIGINAL DRAWlNG MEASURE

ENGINEERING DEPARTMENT
By _________ Date --- BEACH BRASS O!SKSTAMPED"SOLB-1. LS 7322. wos· SET ON 825 SOUTH SIERRA AVENUE, SOLANA BEACH, CA 92075 SEAWALL AND UPPER BLUFF REPAIRS· PHASE 1
SBGR· MOHAMMAD SAM MAK, CITY ENGINEER CONCRETE DRAINAGE INLET ON THE EAST SHOULDER OF HiGHWAY EXP 6!30/24 RC E 37146 101,01
~

MILE SOUTH OF LOMAS SANTA FE DRIVE
71 45-0 FEET {NAVDS8) Sheet 7 of 18
~
N
N
'.'.:,
;;;
~
"'
Q)
(/)
I
.0
:,
G
.c
"
"'
Q)
CD
:.
::;
oi
0 o'
0 ;;;
0 I'-
"'
Q
"'
~
~
"'
Q)
(/)
:Ji
.c "'

0..
.0
:,
G
-5
Q)
"'
CD
:.
::;
Qi
0 0
0 ;;;
0 ::; I'-
"' 0.. "'
ti u
~ ,:,; "'
"
0 0
"' -" N
0 "'
Q)
<::! -.:,
"' B
a; :,
<I'.

START OF SEAWALL SHOTCRETE REPAIRS
I )
I
I
---A,- ---A,- ---A,-
A
TYP
=,,

SEAWALL FOOTING
J
---A,- ---A,-
I
I
I
I
-, - , - , -, -~ -, r ,
T
---A,-
(E} STAIRS ANO

LANDING
/4 (E)TIEBACK
(NJ TIEBACK
---A,- ---A,-
(E) CONCRETE

SEAWALL

SHOTCRETE FACING
( · \ ( \ ( \ . ( \ ( \ ( \ ( 1 \
_____ _L_ _______ ~ ,, ',~I \ ... ~/ ,,\ I ',~J ',~I ',~J ' + ~ J /r ________ \_ _________________________________________ TI ',, __ L_j ___ L-, I / .
-------------- ------t--------~---- ~ (E)EOGEOFTOESUPPORT I ----------- ______ __, S-~0 2 (OOESNOT IMPEOELATERALACCESS) .
1 10
(E) SEAWALL PILES (E) STAIR COLUMNS S-521

KEYNOTES
0 TIEBACK MARK SEE TIEBACK SCHEDULE ON 12/S-541
0 ~;~~ALL PLAN SEGMENT 1
, VERTICAL JOINT IN WALL

V TERMINATE REPAIRS AT (E)
I
I

1..-----------\-
1 I
I
I _ _j
□ □

SURVEY MONITORING POINT,
TYP.

NEW SHOTCRETE WALL FACING (SEE S511)

OVER DEMOLISHED COVERAGE CONCRETE
□
'

LANDING SEAWALL WI NEW
TYP
12 S-511
TYP
S-511
TYP
S-511
r (E) STAIRS AND (El CONCRETE
-------~----zl--------,--~ \1" "'-----+----------------------- =- i---------------1------J----.::,-l.,l-----l ____ ELEV.•18 _!0£_9£JELWALL .0FT-VIF ~ ~--7-f---------"---1------------------,----- □ □ □ □ □ □ □
II
I
j
I
I 16'-0"VIF ~(E)CONCRETE
' [ ~• SEAWALL FOOTING
------1-------------- ------+------- --------~-----t---------'I'-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-=======-----=========- ---- ---------- --~-~-- ============ □
I
I
I
I
---+----
---t-----
1 1-
1 0 ~;t~ALL ELEVATION SEGMENT 1

SANTA FE IRRIGATION DISTRICT

REVIEWE
DISTRICT REP DATE:
(E) CONCRETE TIEBACK
ENCASEMENT SPACED@
APPROXIMATELY BETWEEN 6'-0''
AND7'-6"

LOCATIONS SHOWN IN ELEVATION

ARE GENERIC AND TO BE

CONFIRMED IN THE FIELD

ENGINEER OF WORK
By: JEREMY T. CALLISTER Date: 9/1812023

NEW TIEBACKS CENTERED BETWEEN

ADJACENT (E) TIEBACKS

CITY APPROVED CHANGES APP'D DATE
np 10n
............___ (E) 3a' 0 TOE PILES
@6'-0" QC

RECOMMENDED FOR APPROVAL
---'----(El STABILIZATION TOE

FOUNDATION

APPROVED FOR CONSTRUCTION BENCH MARK
LH NAME· DEGENKOLB ENGINEERS ~=========================t===+==~ By: _ _ _ ______ Date:___ By: _________ Date:

DESCRIPTION: CITY OF SOLANA BEACH SURVEYCctffROI. POINT NO 2001 PER RECORD OF SURVEY MAP NO, 18971 . 2.5" CITY OF SOLANA BEACH BRASS DISK STAMPED "SOLB-1, LS 7322. 2005" SET ON

CONCRETE DRAINAGE INLET ON THE EAST SHOULDER OF HIGHWAY 101. 0.1 MILE SOUTH OF LOMAS SANTA FE DRIVE. DRAWN BY R.C.E. S.5646 EXP: By· _ ________ Date: _____ _ ~ 71 .-ISO FEET (NAVO!!) 1 CITY OF SOLANA BEACH

SEAWALL PLAN AND ELEVATION
.. ~ Degenkolb DEGENKOLB ENGINEERS
225 Broadway, Suite 1325
San Diego, CA 92101
619.515.0299 PHONE
www.degenkolb.com
DE Job Number: C1676031 .00
Date: __ 9_11_812_0_2_3 ___ _

ENGINEERING DEPARTMENT
825 SOUTH SIERRA AVENUE, SOLANA BEACH, CA 92075

DEL MAR BEACH CLUB SEAWALL AND UPPER BLUFF REPAIRS
PHASE 1
DRAWING NO.

S-102
Sheet 8 of 18
~ N
N
(J)
I '" ;o
"' Q)
(J)
I
.c
:,
iJ
.c
u "' Q)
CD
i;;
::;;
~ ol
D
;;;
D
<O
,-..
~ "' E
~
"' Q)
(J)
~
.c "' CL
.c
:,
iJ
.c
u "' Q)
CD
i;;
::;;
-.;
0 D
D
;;;
D
<O
::;; ,-..

CL <O
c!; 0 "" '° in
u .. 0
0 "' X N
D "' Q)
C:' "C "' .9
'" :,
<{
I 0 ~;.:°'~ALL PLAN SEGMENT 2
t'z
·~
IIB
'"' I ::i
~
fil ~ ~
~ ~
(E) TIEBACK
(N) TIEBACK
I
"' 0 f- 'f-
~ : ~ / SURVEY MONITORING POINT, # TYP
I
I
I
I
~---(E) CONCRETE

SEAWALL FOOTING
,,,,,.,,-
--",-
G
--------
··----,--.-
-----------✓✓/
--------------
(El CONCRETE TIEBACK ENCASEMENT
SPACED @APPROXIMATELY BETWEEN
6'-0" AND 7'-6"

LOCATIONS SHOWN JN ELEVATION ARE

GENERIC AND TO BE CONFIRMED IN

THE FIELD

NEW TIEBACKS CENTERED BETWEEN

ADJACENT (E) TIEBACKS
(EVERY OTHER BAY AT CURVED WALL

SEGMENT)
SIM
S-511

CURVED WALL SEGMENT
SIM
S-511
-$-
----~----------------------------
----,----------------------------
1 I
0 ~;~,~ALL ELEVATION SEGMENT 2

ENGINEER OF WORK
By· JEREMY T CALLISTER Date 9/16/2023

CITY APPROVED CHANGES
rip ,on
/ /
/
I
/ / /
I
I
/ .
/
/
/
/
/
/
./
/ /
I
I
I
I
I
/
r-- ---- / --------
I /
I I • I I
r---.... I .......... ........_......._ I --....--....

I -------- / -------- / ........................

I --....,
I '--.... I / --...., I
I '--.... I
I '--...., I
/\_/ kEJ;.e:~c"ETE
'--.... I ----✓
// // (El EDGE OF TOE SUPPORT
/ (DOES NOT IMPEDE LATERAL ACCESS)
/ /

SHOTCRETE INFILL
,/
/ / / /
SIM
1 I
□
;;
k~Ac_e:3.RETE

OVER DEMOLISHED

COVERAGE CONCRETE ,
/

NEW SHOTCRETE FACING
□
"' w
z "' 0
u
w
Cl
a;
;;
g
0 -$-
1 I
TIEBACK MARK. SEE TIEBACK SCHEDULE ON 12/$-541
I
EO
~ TYP TYP c@ s.512
EO
l TYP
I
TYP
12 5.511
Dili C/ ..>- N f-
---------------~-------------- ---- ~ --------------,-------------- \_ (E) CONCRETE '1

SEAWALL FOOTING ,
TYP

5.511
□
TYP
S-511
□
ffi
~ 0
u
w
0 :!!
:,
0 g
I
II
------l -----7
!
I
TOPOF(E)W~
- -- ELEv~o FT ·w"V
.. ~ Degenkolb DEGENKOLB ENGINEERS
225 Broadway, Surte 1325
San Diego, CA 92101
6195150299PHONE
www degenkolb com
DE Job Number· C1676031 00
Date 9/1812023

RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK CITY OF SOLANA BEACH ENGINEERING DEPARTMENT

SEAWALL PLAN ANO ELEVATION
LH NAME OEGENKOLB ENGINEERS ~=========================+===~==~ By ---------Date --- By _________ Da1e ~ CITY OF SOLANA BEACH SURVEYCONTROl POINT NO
2001 PER RECORD OF SURVEY MAP NO. 18971 2.5' CllYOF SOLANA BEACH BRASS OISK STAMPED ·soLS.1 . LS 7322. 2005" SET ON CONCRETE ORAltlAGE INLET ON THE EAST SHOULDER OF HIGHWAY 101. 0 1 MILE SOUTH Of LOMAS SANTA FE DRIVE
825 SOUTH SIERRA AVENUE, SOLANA BEACH, CA 92075

DEL MAR BEACH CLUB SEAWALL AND UPPER BLUFF REPAIRS
PHASE 1 DRAWN BY RC E S.56-46 EXP _ ___ 1-------------+- ---;-----j By· ____ _____ Date __ _ ~ 71 <150 FEET (NAVO&a)

DRAWING NO
S-103
Sheet 9 of 18
1':

N
N
en I
'" 3:
"'
en "
I
.c
::,
u
,:
u
"'
"
a,
ffi
::;
~ I 0
0 ;;;
0 <D
I'--
<D
1:2
E
~
"'
"
en
:li
,:
"'
a.
.c
::,
u
-5
"'
"
a,
ffi
::;
Q)
0 0
0 ;;;
0 <D
::; I'--
a. <D
c1; u
~ .:0 .,,
u
0 0
"' N
0 ~
~ "
'O
"' B a; ::,
<(

CONCRETE REPAIR NOTES

REPAIR CRITERIA
1 THE CRACKS AND SPALLS IDENTIFIED IN THESE DRAWINGS REPRESENT THE MAJORITY OF THE SIGNIFICANT CRACKSISPALLS OBSERVED; HOWEVER, IT IS NOT MEANT TO BE A COMPREHENSIVE AND COMPLETE PORTRAYAL OF ITEMS REQUIRING M!TJGATION. IN ADDITION, THEIR LENGTH & LOCATION ARE APPROXIMATE IN NATURE.

MATERIALS AND PRODUCTS
1 BONDING AGENTS:

A EPOXY-MODIFIED, CEMENTITIOUS BONDING AND ANTICORROSION AGENT: MANUFACTURED PRODUCT THAT

CONSISTS OF WATER-INSENSITIVE EPOXY ADH ESIVE, PORTLAND CEMENT, ANO WATER-BASED SOLUTION OF CORROSION-INHIBITING CHEMICALS THAT FORMS A PROTECTIVE FILM ON STEEL REINFORCEMENT.

ACCEPTABLE PRODUCTS INCLUDE:
a. EUCLID CHEMICAL COMPANY; DURALPREP A.C
b. SIKA CORPORATION; ARMATEC 110 EPOCEM.

2. MORTAR SCRUB COAT· MIX CONSISTING OF 1 PART PORTLAND CEMENT AND 1 PART FINE AGGREGATE COMPLYING WITH ASTM C 144 EXCEPT 100 PERCENT PASSING A NO. 16 (1.18-MM) SIEVE.

3. PATCHING MORTAR:

A. GENERAL:
a. ONLY USE PATCHING MORTARS THAT ARE RECOMMENDED BY MANUFACTURER FOR EACH APPLICABLE HORIZONTAL, VERTICAL, ';)R OVERHEAD USE ORIENTATION
b. COARSE AGGREGATE FOR PATCHING MORTAR: ASTM C 33, WASHED AGGREGATE, SIZE NO. 8, CLASS 5S.

ADD TO PATCHING-MORTAR MIX ONLY AS PERMITTED BY PATCHING-MORTAR MANUFACTURER B. CEMENTITIOUS PATCHING MORTAR: PACKAGED, DRY MIX FOR REPAIR OF CONCRETE. a. BASIS-OF-DESIGN PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCT INDICATED ON DRAWINGS OR COMPARABLE PRODUCT BY ONE OF THE FOLLOWING:

BASF CONSTRUCTION CHEMICALS - BUILDING SYSTEMS

DAYTON SUPERIOR CORPORATION

EUCLID CHEMICAL COMPANY
SIKA CORPORATION; CONSTRUCTION PRODUCT DIVISION
a. COMPRESSIVE STRENGTH; NOT LESS THAN 5000 PSI AT 28 DAYS WHEN TESTED ACCORDING TO ASTM C 109!C 109M
C POLYMER-MODIFIED, CEMENTITIOUS PATCHING MORTAR: PACKAGED, DRY MIX FOR REPAIR OF CONCRETE AND

THAT CONTAINS A NON-REDISPERSIBLE LATEX ADDITIVE AS EITHER A DRY POWDER OR A SEPARATE LIQUID

THAT IS ADDED DURING MIXING
a. BASIS-OF-DESIGN PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCT INDICATED ON DRAWINGS OR COMPARABLE PRODUCT BY ONE OF THE FOLLOWING:

BASF CONSTRUCTION CHEMICALS - BUILDING SYSTEMS

DAYTON SUPERIOR CORPORATION

EUCLID CHEMICAL COMPANY
SIKA CORPORATION; CONSTRUCTION PRODUCT DIVISION
a COMPRESSIVE STRENGTH: NOT LESS THAN 5000 PSI AT 28 DAYS WH EN TESTED ACCORDING TO ASTM C 109/C 109M

4. EPOXY CRACK INJECTION MATERIALS
A. EPOXY CRACK-INJECTION ADHESIVE; ASTM C 881/C 881M, TYPE IV AT STRUCTURAL LOCATIONS ANO WHERE

NOT INDICATED
B. BASIS-OF-DESIGN PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCT INDICATED ON DRAWINGS OR COMPARABLE PRODUCT BY ONE OF THE FOLLOWING:
a. EUCLID CHEMICAL COMPANY
b. SIKA CORPORATION; CONSTRUCTION PRODUCT DIVISION
c SIMPSON STRONG TIE, INC
A. CAPPING ADHESIVE: PRODUCT MANUFACTURED FOR USE WITH CRACK INJECTION ADHESIVE BY SAME

MANUFACTURER

SURFACE PREPARATION FOR PATCH LOCATIONS (WHERE CORROSION NOT OBSERVED

1. LOCATION AND MARKING OF WORK
A. WITHIN THE REGIONS IDENTIFIED IN THE ELEVATIONS, CONTRACTOR TO LOCATE SPALLS OELAMINATIONS HONEYCOMBS, ROCK POCKETS,AND VOIDS MORE THAN 1 INCH IN ANY DIMENSION TO SOLID CONCRETE BY VISUAL INSPECTION ANO CONCRETE SOUNDING AND MARK THEIR BOUNDARIES WITH CHALK OR PAINT.

B AREAS TO BE REMOVED SHALL BE AS STRAIGHT AND RECTANGULAR AS PRACTICAL TO ENCOMPASS THE REPAIR AND PROVIDE A NEAT PATCH.

C. CONTRACTOR TO LOCATE ALL EMBEDDED POST-TENSIONING TENDONS AND REINFORCEM ENT IN THE REPAIR AREA AND MARK THESE LOCATIONS FOR REFERENCE DURING THE CONCRETE REMOVAL IN CONCRETE SLAB.

2. CONCRETE REMOVAL
A. FOR VERTICAL AND OVERHEAD SURFACES THE MARKED BOUNDARY MAY BE SAWCUT TO A DEPTH OF 1/4 INCH INTO THE EXISTING CONCRETE, MEASURED FROM THE ORIGINAL SURFACE. EXTRA CAUTION SHALL BE EXERCISED DURING THE SAWCUTTING OPERATIONS TO AVOID DAMAGING EXISTING REINFORCEMENT.

B. ALL CONCRETE SHALL BE REMOVED FROM WITHIN THE MARKED BOUNDARY TO A MINIMUM DEPTH OF 112 INCH USING CHIPPING HAMMERS LESS THAN 15 LBS AT SlABS AND LESS THAN 30 LBS AT COLUMNS AND WALLS. IF UNSOUND CONCRETE EXISTS BEYOND THE MINIMUM REMOVAL DEPTH, THEN CHIPPING SHALL CONTINUE UNTIL All UNSOUND CONCRETE HAS BEEN REMOVED FROM THE CAVITY.

C. WH ERE EMBEDDED REINFORCEMENT IS EXPOSED BY CONCRETE REMOVAL, EXTRA CAUTION SHALL BE EXERCISED TO AVOID DAMAGING IT DURING REMOVAL OF ADDITIONAL UNSOUND CONCRETE. !F BOND BETWEEN EXPOSED EMBEDDED

REINFORCEMENT AND ADJACENT CONCRETE IS IMPAIRED BY THE CONTRACTOR'S REMOVAL OPERATIONS, THEN THE

CONTRACTOR SHALL PERFORM ADDITIONAL REMOVAL AROUND AND BEYOND THE PERIMETER OF THE REINFORCEMENT FOR A MINIMUM OF 3/4 INCH ALONG THE ENTIRE LENGTH AFFECTED.

3. PREPARATION OF CAVITY FOR PATCH PLACEMENT
A. THOROUGHLY CLEAN REMOVAL AREAS OF LOOSE CONCRETE, DUST AND DEBRIS VERIFY FRACTURED PROFILE OF AT LEAST 1/8 !NCH OCCURS AT PATCH LOCATION.

B. PERFORM ADDITIONAL PREPARATION AND CLEANING OF THE SPALL CAVITY AS REQUIRED BY THE PATCHING MATERIAL MANUFACTURER. NOTIFY ENGINEER OF COMPLETION OF PREPERATION OF CAVITY. ~NA BEACH FIRE DEPARTMENT ~ANTA FE IRRIGATION DISTRICT ENGINEER OF WORK ~ REVIEWE~ By· JEREMY T. CALLISTER Date: 9118/2023
SURFACE PREPARATION FOR PATCH LOCATIONS /WHERE CORROSION IS OBSERVED}

1. LOCATION AND MARKING OF W ORK

A CONTRACTOR TO LOCATE SPALLS AND OELAMINATIONS BY VISUAL INSPECTION ANO CONCRETE SOUNDING ANO MARK THEIR BOUNDARIES WITH CHALK OR PAINT.
8 AREAS TO BE REMOVED SHALL BE AS STRAIGHT AND RECTANGULAR AS PRACTICAL TO ENCOMPASS THE REPAIR ANO PROVIDE A NEAT PATCH.

C CONTRACTOR TO LOCATE ALL EMBEDDED POST-TENSIONING TENDONS ANO REINFORCEMENT IN THE REPAIR AREA AND MARK THESE LOCATIONS FOR REFERENCE DURING THE CONCRETE REMOVAL !N CONCRETE SLAB

2. CONCRETE REMOVAL
A. OELAMINATED, SPALLEO, ANO UNSOUND CONCRETE FLOOR AREAS SHALL HAVE THEIR MARKED BOUNDARIES SAWCUT TO A DEPTH OF 1/4 INCH INTO THE FLOOR SLAB, UNLESS OTHERWISE NOTED. FOR VERTICAL ANO OVERHEAD SURFACES THE MARKED BOUNDARY MAY BE SAWCUT, GROUND OR CHIPPED TOA DEPTH OF 114 INCH INTO EXISTING CONCRETE, MEASURED FROM THE ORIGINAL SURFACE. EXTRA CAUTION SHALL BE EXERCISED DURING THE SAWCUTT!NG OPERATIONS TO AVOID DAMAGING EXISTING REINFORCEMENT {ESPECIALLY POST-TENSIONING TENDONS AND SHEATHS). 8 ALL CONCRETE SHALL BE REMOVED FROM WITHIN THE MARKED BOUNDARY TO A MINIMUM DEPTH OF 1/2 INCH USING CHIPPING HAMMERS LESS THAN 15 LBS AT SLABS ANO LESS THAN 30 LBS AT COLUMNS ANO WALLS. IF UNSOUND CONCRETE EXISTS BEYOND THE MIN!MUM REMOVAL DEPTH, THEN CHIPPING SHALL CONTINUE UNTIL ALL UNSOUND

CONCRETE HAS BEEN REMOVED FROM THE CAVITY

C WHERE EMBEDDED REINFORCEMENT IS EXPOSED BY CONCRETE REMOVAL, EXTRA CAUTION SHALL BE EXERCISED TO AVOID DAMAGING IT DURING REMOVAL OF ADDITIONAL UNSOUND CONCRETE. IF BONO BETWEEN EXPOSED EMBEDDED

REINFORCEMENT AND ADJACENT CONCRETE JS IMPAIRED BY THE CONTRACTOR'S REMOVAL OPERATIONS THEN THE

CONTRACTOR SHALL PERFORM ADDITIONAL REMOVAL AROUND ANO BEYOND THE PERIMETER OF THE REINFORCEMENT FOR A MINIMUM OF 3/4 INCH ALONG THE ENTIRE LENGTH AFFECTED.

D IF RUST IS PRESENT ON EMBEDDED REINFORCEMENT WHERE IT ENTERS SOUND CONCRETE, THEN ADDITIONAL REMOVAL OF CONCRETE ALONG AND BENEATH THE REINFORCEMENT WILL BE REQUIRED. SUCH ADDITITIONL REMOVAL SHALL CONTINUE UNTIL NONRUSTED REINFORCMENT IS EXPOSED, OR AS DIRECTED BY THE ENGINEER.

3. REINFORCEMENT IN REPAIR AREA
A. ALL EMBEDDED REINFORCEMENT EXPOSED DURING SURFACE PREPARATION THAT HAS LOST MORE THAN 20o/eOF THE

ORIGINAL CROSS-SECTIONAL AR EA DUE TO CORROSION SHALL BE CONSIDERED DEFECTIVE, AND WILL REQUIRE REMOVAL ANO REPLACEM ENT. CONTRACTOR TO NOTIFY ENGINEER OF THESE CONDITIONS.

B. CONCRETE SHALL BE REMOVED TO PROVIDE A MINIMUM OF 3/4 INCH CLEARANCE ON ALL SIDES OF DEFECTIVE OR DAMAGED EXPOSED EMBEDDED REINFORCEMENT THAT IS LEFT IN PLACE. A MINIMUM OF 1 1/2 INCH CONCRETE COVER SHALL BE PROVIDED OVER All NEWAND EXISTING REINFORCEMENT. CONCRETE COVER OVER REINFORCEMENT MAY BE REDUCED TO 3/4 INCH WITH THE ENGINEER"S APPROVAL IF COATED WITH AN APPROVED EPOXY RESIN.

4. CLEANING OF REINFORCING
A All EXPOSED STEEL SHALL BE CLEANED OF RUST TO BARE METAL BY SANDBLASTING OR WIRE BRUSHING.

5. PREPARATION OF CAVITY FOR PATCH PLACEMENT
A. THOROUGHLY CLEAN REMOVAL AREAS OF LOOSE CONCRETE, DUST ANO DEBRIS VERIFY FRACTURED PROFILE OF AT LEAST 1/8 INCH OCCURS AT PATCH LOCATION.

B. PERFORM ADDITIONAL PREPARATION AND CLEANING OF THE SPALL CAVITY AS REQUIRED BY THE PATCHING MATERIAL MANUFACTURER.

C COAT REBAR AND CAVITY WITH SIKA ARMATEC 110 PER MANUFACTURER RECOMMENDATIONS

APPLICATION OF PATCH MATERIALS

1. APPLICATION OF PATCHING MORTAR· PLACE AS FOLLOWS UNLESS OTHERWISE RECOMM ENDED IN WRTING BY MANUFACTURER: BASIS OF DESIGN FOR SHALLOW SURFACEREPA!RS IS S!KATOP 122 PLUS.

A. PROVIDE FORMS W HERE NECESSARY TO CONFINE PATCH TO REQUIRED SHAPE.

B. WET SUBSTRATE AND FORMS THOROUGHLY AND THEN REMOVE STANDING WATER.

C. APPLY BONDING AGENT PER MANUFACTURER RECOMMENDATIONS 0 . GENERAL PLACEMENT; PLACE PATCHING MORTAR BY TROWELING TOWARD EDGES OF PATCH TO FORCE INTIMATE CONTACT WITH EDGE SURFACES. FOR LARGE PATCHES, FILL EDGES FIRST AND THEN WORK TOWARD CENTER, ALWAYS TROWELING TOWARD EDGES OF PATCH. AT FULLY EXPOSED REINFORCING BARS, FORCE PATCHING MORTAR TO Fill SPACE BEHIND BARS 8.Y COMPACTING WITH TROWEL FROM SIDES OF BARS E VERTICAL PATCHING: PLACE MATERIAL IN LIFTS OF NOT MORE THAN 1-112 INCHES NOR LESS THAN 1/8 INCH. 00 NOT FEATHER EDGE.

F. OVERHEAD PATCHING: PLACE MATERIAL IN LIFTS OF NOT MORE THAN 1-112 INCHES NOR LESS THAN 1/8 INCH. DO NOT

FEATHER EDGE
G CONSOLIDATION: AFTER EACH LIFT IS PLACED, CONSOLIDATE MATERIAL AND SCREED SURFACE.

H. FINISHING: ALLOW SURFACES OF LIFTS THAT ARE TO REMAIN EXPOSED TO BECOME FIRM ANO THEN FINISH TO A SURFACE

MATCHING ADJACENT CONCRETE
I. CURING: WET-CURE CEMENTITIOUS PATCHING MATERIALS, INCLUDING POLYMER-MODIFIED CEMENTITIOUS PATCHING MATERIALS, FOR NOT LESS THAN SEVEN DAYS BYWATER-FOG SPRAY OR WATER-SATURATED ABSORPTIVE COVER.

ALTERNATIVELY, USE CURING COMPOUND APPROVED BY THE EOR AND REPAIR MORTAR/GROUT MANUFACTURER.

2. APPLICATION OF ORY PACK MORTAR: USE FOR DEEP CAVITIES ANO WHERE INDICATED. PLACE AS FOLLOWS UNLESS OTHERWISE RECOMMENDED IN WRITING BY MANUFACTURER.

A. PROVIDE FORMS WHERE NECESSARY TO CONFINE PATCH TO REQUIRED SHAPE.

8. WET SUBSTRATE AND FORMS THOROUGHLY AND THEN REMOVE STANDING WATER.

C. APPLY BONDING AGENT PER MANUFACTURER RECOMMENDATIONS 0 . PLACE ORY-PACK MORTAR INTO CAVITY BY HAND, AND COMPACT TIGHTLY INTO PLACE. DO NOT PLACE MORE MATERIAL AT A TIME THAN CAN BE PROPERLY COMPACTED. CONTINUE PLACING ANO COMPACTING UNTIL PATCH IS APPROXIMATELY LEVEL WITH SURROUNDING SURFACE.

E. AFTER CAVITY IS FILLED ANO PATCH IS COMPACTED, TROWEL SURFACE TO MATCH PROFILE AND FINISH OF SURROUNDING CONCRETE. A THIN COAT OF PATCHING MORTAR MAY BE TROWELED INTO THE SURFACE OF PATCH TO HELP OBTAIN REQUIRED FINISH.

F. WET-CURE PATCH FOR NOT LESS THAN SEVEN DAYS BYWATER-FOG SPRAY OR WATER-SATURATED ABSORPTIVE COVER ALTERNATIVELY, USE CURING COMPOUND APPROVED BY THE EOR AND REPAIR MORTAR/GROUT MANUFACTURER.

3. PLACEMENT OF CONCRETE PATCH: BASIS OF DESIGN FOR FORM AND POUR REPAIRS IS SIKACRETE 211 sec PLUS A. APPLY BONDING AGENT PER MANUFACTURER RECOMMENDATIONS.

8. STANDARD PLACEM ENT:
a. PROVIDE FORMS WHERE NECESSARY TO CONFINE PATCH TO REQUIRED SHAPE. b WET SUBSTRATE AND FORMS THOROUGHLY AND THEN REMOVE STANDING WATER. c. APPLY BONDING AGENT PER MANUFACTURER RECOMMENDATIONS d. PLACE MATERIAL PER MANUFACTURER'S RECOMMENDATIONS
C. WET-CURE CONCRETE FOR NOT LESS THAN SEVEN DAYS BY LEAVING FORMS IN PLACE OR KEEPING SURFACES CONTINUOUSLY WET BY WATER-FOG SPRAY OR WATER-SATURATED ABSORPTIVE COVER. ALTERNATIVELY, USE CURING COMPOUND APPROVED BY THE EOR ANO REPAIR MORTAR/GROUT MANUFACTURER. 0 . FILL PLACEMENT CAVITIES WITH DRY-PACK MORTAR ANO REPAIR VOIDS WITH PATCHING MORTAR. FINISH TO MATCH SURROUNDING CONCRETE.

CITY APPROVED CHANGES
1-.ffi>110n

APP'D DATE
NO. Date

RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION
BY· ______ ~ - ---'~-- ~ ~ NAME· OEGENKOLBENG!NEERS ~=========================t===j==j By: _________ Date --- By: _________ Date: __ _ FIRE CHIEF DATE:~ DISTRICT REP. DATE~ DRAWN BY R.C.E, S.5646 EXP: ____ f--------------+-----1----a By: Date:

EPOXY CRACK INJECT!ON
1 EPOXY CRACK INJECTION: BASIS OF DESIGN IS SIKAOUR 35
A. CLEAN AREAS TO RECEIVE CAPPING ADHESIVE OF OIL, DIRT, AND OTHER SUBSTANCES THAT WOULD INTERFERE WITH BONO, ANO CLEAN CRACKS WITH Oil-FREE COMPRESSED AIR OR LOW-PRESSURE WATER TO REMOVE LOOSE PARTICLES

8. PLACE INJECTION PORTS AS RECOMMENDED BY EPOXY MANUFACTURER, SPACING NO FARTHER APART THAN THICKNESS OF MEMBER BEING INJECTED SEAL INJECTION PORTS IN PLACE WITH CAPPING ADHESIVE.

C. ~~~\.;;~:~~~;~ ~~~!~D SURFACES WITH A RIBBON OF CAPPING ADHESIVE AT LEAST 114 INCH (6 MM) THICK BY 1 INCH (25 D. INJECT EPOXY ADHESIVE, BEGINNING AT WIDEST PART OF CRACK ANO WORKING TOWARD NARROWER PARTS. INJECT ADHESIVE INTO PORTS TO REFUSAL, CAPPING ADJACENT PORTS WHEN THEY EXTRUDE EPOXY. CAP INJECTED PORTS AND

INJECT THROUGH ADJACENT PORTS UNTIL CRACK IS FILLED

E AFTER EPOXY ADHESIVE HAS SET, REMOVE INJECTION PORTS AND GRIND SURFACES SMOOTH

FIELD QUALITY CONTROL

1. PERFORM THE FOLLOWING TESTS ANO INSPECTIONS:

A. PACK.A.GED, CEMENTITIOUS PATCHING MORTAR: 2 RANDOMLY SELECTED SETS OF SAMPLES FOR EACH TYPE OF MORTAR REQUIRED, TESTED ACCORDING TO ASTM C 928.
8 JOB-MIXED PATCHING MORTAR: 2 RANDOMLY SELECTED SETS OF SAM PLES FOR EACH TYPE OF MORTAR REQUIRED TESTED FOR COMPRESSIVE STRENGTH ACCORDING TO ASTM C 109/C 109M ' 2 PROOUCT,WILL BE CONSIDERED DEFECTIVE IF IT DOES NOT PASS T~STS AND INSPECTIONS

3. PREPARE TEST AND INSPECTION REPORTS.

PROJECT SEQUENCING
SEE SECTION XVII OF GENERAL NOTES ON 5-002 FOR CONCRETE REPAIR AND TIEBACK INSTALLATION WORK SEQUENCING.

BENCH MARK
~ CITY OF SOLANA BEA.CH SURVEY CONTROL POINT NO.
2001 PER RECORD OF SURVEY MAP NO. 18971 . 2.5- CITY OF SOLANA BEACH BRASS DISK STAMPED "SOLB- 1, LS 7322, 2005" SET ON CONCRETE DRAINAGE INLET ON THE EAST SHOULDER Of HIGHWAY 101
~
. 0.1 MILE SOUTH Of LOMAS SANTA FE DRIVE.
71 50 FEET (NAVD88J

CITY OF SOLANA BEACH

CONCRETE REPAIR GENERAL NOTES
.. ~ Degenkolb OEGENKOLB ENGINEERS
225 Broadway, Suite 1325
San Diego, CA 92101
619.515.0299 PHONE
www.degenkolb.com
OE Job Number: C1676031.00
Date: __ ,_11_a12_0_2, ___ _

ENGINEERING DEPARTMENT
825 SOUTH SIERRA AVENUE, SOLANA BEACH, CA 92075

DEL MAR BEACH CLUB SEAWALL AND UPPER BLUFF REPAIRS
PHASE 1
DRAWING NO.

S-501
Sheet 10 of 18
:::;
I)_
"' 0
,ri
(')
N
0 ~ (')
a;
~
N
N
Ull
"'
.,
~
U)
(E) CONG OR MASONRY

WALL WHERE EXISTS

FIRST SHOTCRETE

PLACEMENT
CLEAN All REINF
& WALL OF REBOUND
t/2
MIN.

ROUGHEN SURFACE TO
1/4" MIN AMPLITUDE

SECOND SHOTCRETE

PLACEMENT
G ~:-;-~ AT VERTICAL CONSTRUCTION JOINT
~ (E) CONC OR MASONRY
/ WALL WHERE EXISTS

ROUGHEN SURFACE TO
114 .. MIN AMPLITUDE

CLEAN ALL REINF
& WALL OF REBOUND
8 ~: ~JION AT HORIZONTAL CONSTRUCTION JOINT
1/4"SAWCUTPATCH
PERIMETER, TYP. ~

VERIFY REINFORCING
IS NOT CUT.

PATCH w/ SIKATOP 122 OR 123
(E) SPALL SURFACE

IF REMOVALS ENCOMPASS
(2) OR MORE ADJACENT
BARS LESS THAN 6 APART

REMOVAL SHALL BE

HORIZONTAL

OELAMINATEO
AREA
,------------------ ; \
; \
; \
; \
; \
; \
; \
; \
' / '
: / : I I I I I I
I I
' ) \ ; \ ;
~~~utc\~~GE~~gFO~EMOVAL TO-----\ /1
1 (E) MILD REINF.
v\1-IERE OCCURS. 1:A;HEJ~l~t~ DASHED LINE ',\_ _______________ _; 1

AROUND DAMAGED AREA

REMOVE BEYOND SPALL

TO SOUND CONCRETE
NOTES·
-, .--SEE THE CONCRETE REPAIR GENERAL NOTES (S-501) FOR REQUIREMENTS REGARDING THE

REMOVAL OF UNSOUND CONCRETE, SURFACE PREPARATION, ANO PLACEMENT OF PATCH MATERIALS.
0 -~ E CRACK SPALL OR DELAMINATION REPAIR
PLAN@ REPAIR AREA
,L-------------------------------------+-------------------------------------1-------------------------------------j .0 ::,
u
.r:
u "' .,
w
:.
:::;
~
o'
0 ;;;
0 <D
~
~
~
"' .,
U)
e:
.r: "'
I)_
.0
::,
u
.r:
u "' .,
w
:.
:::;
a;
0 0
0 ;;;
0 <D
,__
<D
0 "' vi
u
0 0
"" ~
.,
u
g
::,
<(

SANTA FE IRRIGATION DISTRICT
BY

FIRE CHIEF DATE

ENGINEER OF WORK CITY APPROVED CHANGES APP'O DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION By· JEREMY T. CALLISTER Date 9118/2023
LH NAME DEGENKOLBENGINEERS ~=========================~====~==~ By _________ Date - - - By _________ Date DRAWN BY R CE. ~5~56<6=--- EXP ___ _ 1-- --------- - - -+----'f----j By Date· _ _ _

BENCH MARK
~ CITY OF SOLANA. BEACH SURVEY CONTROL POINT NO
2001 PER RECORD OF SURVEY MAP NO, 18971 2.5" CITY OF SOLANA BEACH BRASS DISK STAMPED -SOLB·1 , LS 7322. 2005" SET ON COtlCR ETE DRAIHAGE INLET ON THE EAST SHOULDER OF HIGHWAY 101, 0 I MILE SOUTH OF LOMAS SA.tlTA FE DRIVE
~71-4SOFEET (NA.V088)

CITY OF SOLANA BEACH

CONCRETE REPAIR DETAI LS
. ~ Degenkolb DEGENKOLB ENGINEERS
225 Broadway, Suite 1325
San Diego, CA 92101
619 515 0299 PHONE
www.degenkolb.com
DE Job Number C1676031 00
Date 9/18/2023

ENGINEERING DEPARTMENT
825 SOUTH SIERRA AVENUE, SOLANA BEACH, CA 92075

DEL MAR BEACH CLUB SEAWALL AND UPPER BLUFF REPAIRS
PHASE 1

DRAWING NO
S-502
Sheet 11 of 18
~ N
N
Cf)
I
"
;o
"'
Q)
Cf)
I
.0
::,
[j
-5
ill
00 :u
::;;
~
0 0
~ 0
~
~ .!:
~
"'
Q)
Cf)
5l
"'
ff.
.0
::,
[j
-5
"'
Q)
00 :u
::;;
~
I
1,c
~ MIN BAR CLEAR SPACING: CONCRETE REINFORCING DEVELOPMENT & SPLICE LENGTHS l'-.L
"' CONTACT LAP • LARGEST OF ,~. 1 d, AND 4/3 • AGGREGATE SIZE TYP

SPLICED BARS UON CONCRETE BAR SIZE
• ~RGESTC~L0~~·~\1~dE;~,.pl~3A"N6G~:~tATE SIZE SAR LOCATION #3 #4 #5 #6 #7 #8 #9 #10 #11 h
' TYPE STRENGTH
· ~
BOUNDARY ELEMENT LONGITUDINAL BARS Ld L, Ldh Ld L, Ldh Ld L, Ldh Ld l• Ldh Ld L• Ldh Ld L• Ldh Ld L• Ldh Ld L, Ldh Ld Ls Ldh NON-SPLICED BARS VERT WALL BARS NWC rc!_4ksi 12 16 6 14 18 8 18 23 12 21 27 15 38 49 23 43 56 29 49 63 54 58 75 65 71 92 76 L = 4", 6", 8" LAP FOR
#3, #4, AND #5 HORIZ WALL BARS NWC fC!.4ksi 14 18 6 18 24 8 23 29 12 27 35 15 43 56 23 49 63 29 55 71 54 66 85 65 81 105 76 RESPECTIVELY 0 MIN BAR CLEAR SPACING VERT COL BARS NWC rc!.4ksi 12 16 6 14 18 8 18 23 12 21 27 15 38 49 23 43 56 29 49 63 54 58 75 65 71 92 76 ~;~11\ t-4:MAX. BAR SPACING:

Ls/5 OR 6" WHICHEVER

S SMALLER
:
a + + NOTE:
=

1. Ld = DEVELOPMENT LENGTH ~ 3. STAGGER SPLICES AS INDICATED ON PROVIDE LOCATIONS OF NON-CONTACT SPLICES Ld DRAWINGS.

TO SEOR FOR APPROVAL L, 2'-0" CLR. L,
DIRECT LAP JOINT OR INDIRECT BUTT JOINT -I' -I' ·1· r 4. TABULATED VALUES ARE BASED ON GRADE 60 {#3 TO #5 BARS) ls= TYPE 'B' LAP SPLICE LENGTH 15t ' ,, REINFORCING BARS. FOR GRADES GREATER THAN 60, 0 MAX BAR SPACING BETWEEN ,, UP TO GRADE 80, MULTIPLY THE ABOVE LENGTHS BY L, fi} THE RATIO OF THE PROPOSED GRADE AND 60.

CJP,'- \/ NON-CONTACT LAP SPLICED BARS BACKGOUGE ldh = HK DEVELOPMENT.LENGTH ' / /\ v;T060'

5. FOR LIGHTWEIGHT AGGREGATE CONCRETE, MULTIPLY
45• To 60 THE TABULATED
' ~ COUPLER OR WELDED SPLICE ~ VALUES FOR 'NWC' TYPE CONCRETE BY 1 33.

2. WHEN SPLICING BARS OF DIFFERENT SIZE, USE LAP SPLICE LENGTH OF LARGER BAR', : .. s: : 6. TABLES INCLUDE INCREASED DEVELOPMENT AND ~ \I fi ~ ~ ~ UON I SPLICE LENGTHS DUE TO EPOXY COATING. 0 ~~~~ ING IN CONCRETE 0 ~~:~FORCING DEVELOPMENT & SPLICE LENGTHS I / l,,8. \ .I 2'-0"CLR.
~ CJP, ~ ;j(_118"
/\ '\.BACKGOUGE

HORIZONTAL BARS
~ ~
tt- 6d MIN SPACING AT BARS IN CURTAIN
\
(2) AOO'l TRIM BAR
FURTHEST FROM NOZZLE L, ST090" HKS ~ STD 90• HK'~ TO MATCH VERT ' ' WALL REtNF ··cw"tJ

TERMINATE W/
1 90" STD HKS STD90" HKS ~
1/8"-
w l\:;,'t,_
tt 12d MIN SPACING AT BARS CLOSEST TURNED VERT
TO NOULE l
"~ ,, ,, 7
~
"~) ~ DOUBLE CURTAIN SPACING
1~r j ~ ~
:~ \~u j - t::>-TYPWALL
REINF
I I 2 112" CLEAR MIN AT #5 BARS & SMALLER, ·- I.J
6d CLEAR MIN AT #6 BARS AND LARGER
• • ~
~

TYPWALLREINF
a-.U TYP WALL REINF ---:..,
SINGLE CURTAIN SPACING a.J .

BACKGOUGE / /\ BACKGOUGE/ I'--- -
VERTICAL BARS 0 BAR SPACING AT NON-LAPPED BARS U.O.N. ~ 7t::
~ STD 90" HK., ROTATE
...

DIRECT BUTT JOINTS {#6 TO #11 #14 #18 BARS) ~ J u TO PROVIDE MIN CLEARANCE NOTES: ... (2) ADO'l TRIM BARS

1. CONFORM TO AWS 01 .4 FOR All REINFORCEMENT WELDING.
i+=3d MIN SPACING ANO Ls/5 MAX SPACING "lj TO MATCH VERT MIN. CLEAR= 2"; MAX. CLEAR= ls/5 OR 6", 'Z' CLEAR MAX. WALL REINF, TYP,

2. USE THIS DETAIL ONLY WHERE WELDED SPUCES ARE SPECIFICALLY NOTED ON THE (2) AOO'l TRIM BARS 1" CLR MIN UON DRAWINGS. WHICHEVER IS SMALLER TO MATCH VERT
~ WALL REINF, TYP, TO END OF HK

3. SEE SPECIFICATIONS FOR TESTING REQUIREMENTS ON COMPLETE JOINT PENETRATION UON WELDS.
4, DETAIL APPLIES ONLY TO BARS DESIGNATED GRADE A706. FOR All OTHER BARS, WELDING IS 0 LAPPED BAR SPACING 0 DOUBLE CURTAIN REINF. AT WALL 0 SINGLE CURTAIN REINF. AT WALL NOT
ALLOWED UNLESS THE REQUIREMENTS OF AWS D1 .4 SECTION 1.3.4 ARE MET. WHERE d = DIAMETER OF LARGER BAR G ~ =~~.DED REINFORCEMENT BAR SPLICE 0 ~-~~0
~PACING IN SHOTCRETE 0 ~~~~ REINFORCING AT CORNERS AND INTERSECTIONS ~

YPWALLREINF JIB STD HKS & BENDS STIRRUPS TIES & HOOPS PROVIDE STD HK AT END OF WALL OR .... RIM REINF - TRIM REINFORCING SCHEDULE I d, TYP EOGEOFOPNG ¾1' . l/0 <o- . WALL THICKNESS 'r MIN TRIM REINF DIAGONAL REINF 180" 1. o=:a-- Op 6d >3" 6"<1 < g· (2)#5 #5 l/ FOR#3 <o- ~ ~ ~ ~~O~~~J~~~ i~R
THRU #5
9"!_t!_ 12' (2)#6 #5 4d~2 112"N 135" 0 12d FOR #6
1/ 12"!1! 1S' (2)#7 #5
.
5?6
d>
3 " CJ90" THRU#a
~r
0 PLAN ELEV. I> 16" (2)#8 #7 90"
0 71l 1--3" CLR. MAX. SINGLE CURTAIN 135" --- 135" All SIDES NOTES: 0
' • ~::~M:AE~::EINF Jl 1. SCHED REINF APPLIES TO All OPENINGS, UNLESS OTHERWISE HOWN. ~ / 0

2. MIN TRIM REINF TO BE LARGER OF TYP WALL REINF OR SIZE ~
BAR
"' V "r SHOWN IN SCHED OFFSET

3. AT SERIES OF OPENINGS WHERE PIER OR SPANDEREL IS
□ 90• NARROWER THAN THREE TIMES d, RUN TRIM REINF CONT
LJl\~ 1TRIM REINF SEE
j ' \ 4, ~EA;s ~~~~~~~?NALS IF THE LARGEST O~NG DIMENSION IS D, TYP I
'"' 5. DETAILS IS NOT REQUIRED FOR OPENINGS SMALLER THAN THE N'3
' 2'' CLR. MAX. WALL THICKNESS OF 12M, WHICHEVER IS SMALLER. BEND DIAMETER, D (TO END OF HKS ONLY) 6. COORDINATE OPNG LOCATIONS AND SIZES WI OTHER TRADES 'I \_ STD HK ROTATE TO

INCLUDING BUT NOT LI MITED TO ARCHITECTURAL, MECHANICAL, STDHKS STIRRUPS, SCHEO ELECTRICAL, ANO PLUMBING. NOTE: BAR SIZE & BENDS TIES&HOOPS 24" MIN PROVIDE MIN CLR 1.()QNOT FIELD BENO #3 THRU #5 6d 4d .. ~ Degenkolb SEE NOTE 3 OIAG. REINF, SEE SCHEO REINFORCEMENT PARTIALLY ~ (OMIT OIAG. AT 0 PLAN ELEV. EMBEDDED JN CONCRETE. #6 THRU #8 6d 6d •'°'•ss~ FOUNDATION) #9THRU#11 8d NA ~~
OEGENKOLB ENGINEERS t;'1,~" 1. "'''',i\) DOUBLE CURTAIN #14 THRU #18 10d NA 225 Broadway, Suite 1325 c,.., No. S 6 '.fl San Diego, CA 92101 619.515.0299 PHONE
G ~=~\L REINFORCING AT OPENINGS 0 ~?1
?
0 ~S & BENDS
www.degenkolb.com 0:.,-r ~~~ ,~ OE Job Number: C1676031 .00 c,,cl Date: 9/1812023
~NA BEACH FIRE DEPARTMENT ~ NTA FE IRRIGATION DISTRICT ENGINEER OF WORK CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO. ~ REVIEWE~
"""lN>scr1nf1on Nn. u, .

By: JEREMY T. CALLISTER Date: 9/1812023 ~ CITY OF SOLANA BEA.CH SURVEY CONTROi.. PO!NT NO 2001 PER RECORD OF SURVEY MAP NO, 18971 TYPICAL CONCRETE DETAILS . 2.5" CITY OF SOLANA LH DEGENKOLB ENGINEERS B~ Date --- By: D~e: --- BEACH BRASS DISK STAMPED "SOLB•1 , LS 7322, 2005" SET ON 825 SOUTH SIERRA AVENUE, SOLANA BEACH, CA 92075 S-503 BY: --- NAME· CONCRETE DRAINAGE INLET ON THE EAST SHOULDER OF HIGHWAY DEL MAR BEACH CLUB SEAWALL AND UPPER BLUFF REPAIRS FIRE CHIEF DATE: ~ DISTRICT REP. OAT~ DRAWN BY R.C.E. S.56416 EXP, 101 . 0.1 MILE SOUTH OF LOMAS SANTA FE DRIVE. ---- B~ Date PHASE 1 --- ~
Sheet 12 of 18 71 .<150 FEET (NAVOll-8)
i:

N
N
U)I
-.;
3: "'
U) "'
I
.0
:,
G
£ "'
ro "'
:.
:::;
<V
0 o'
0 ;;;
0 <O r---
<O
~ .s
~
"'
U) "'
~
.r: "'
(l_
.0
:,
G
.r:
u "'
ro "'
:.
:::;
<V
0 0
0 ;;;
0 <O
:::; r--- (l_ <O
8 0 ,;-; "'
~ 0
"' N -"
~ 0
C:! "O "'"' g
a; :,
..,:
(E) CONCRETE

SEAWALL----,
2'·0"
, .
• ··Y
• i •
I, ,
I· .(•
.I
I •
r1 •.

DO NOT CUT (E)
REBAR

INFILL CONCRETE

WITHIN BLOCKOUT

AFTER TIEBACK

INSTALLED ANO TESTED

PER GENERAL NOTES

FACE OF COSMETIC

SHOTCRETE
EXTENT OF ---~

STRUCTURAL

PORTION INFILL

FACE OF (E) ----

CONCRETE SEAWALL
(E) SAND SURFACE
(VARJESJ----~\
(El CONCRETE

SEAWALL

STABILIZATION TOE
NOTES:
l SEE DETAIL 6/- FOR INFORMATION NOT SHOWN NEW

REINFORCEMENT AND DOWELS NOT SHOWN FOR CLARITY
SEE 10/S-512 FOR REPAIR DETAIL SEE SEAWALL ELEVATION ON S-102 AND S-103 FOR TIEBACK ANCHOR HEIGHT SEE 12/S-541

FOR TIEBACK SCHEDULE
(E) REBAR SHALL NOT BE DAMAGED AT CORE LOCATIOINS
0 ~;~,~!ON AT NEW SEAWALL TIEBACK

LANA BEACH FIRE DEPARTMENT

TIEBACK
ANCHOR
(SEE NOTE 2)

ENGINEER OF WORK

FACE OF COSMETIC

SHOT CRETE
EXTENT OF ----~ STRUCTURAL

PORTION INFILL
FACE OF (E) ----~

CONCRETE SEAWALL

REPAIR (E) TIEBACK

ENCASMENT PER
DETAIL 10fS-512
(El CONCRETE

SEAWALL

STABILIZATION TOE
NOTES:
2'-0"
I : I .

I· / .
.I :·. I •
i· • :
1·
r ..

I ·.
• / (E) CONCRETE
/ SEAWALL
(E) CONCRETE
STRUCTURE@

TIEBACK
j
1'-3" (E) WALL THICKNESS
1'-7"
MIN
·c (El CONCRETE

SEAWALL FOOTING
1 SEE DETAIL 61· FOR INFORMATION NOT SHOWN

REINFORCEMENT AND DOWELS NOT SHOWN FOR CLARITY
0 ~;?,~!ON AT (E) SEAWALL TIEBACK

CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL REPLACE (2) • #5
CONT.
~g;~~~ ~) CONT, - °"""C::::,<'.f=:t==~;:;::q~[
(E) #4 STIRRUP

WHERE (E) WEEP IS ABOVE
EL. 7.0' MSL, EXTEND WEEP

HOLE THROUGH (E) WALL

ANO NEW SHOTCRETE

FACE OF CONCRETE

WALL AFTER DEMO
~o;:,.~~YBA;-;R;;;s---=::::::::----...JA
AT6" OC, EW
#4 EPOXY COATED
DOWELS@ 4'•0" OC,
EW WI 5~ MIN EMBED
FACE OF (E) ----~

CONCRETE SEAWALL

EXTENT OF -----

STRUCTURAL

PORTION INFILL
(EJ SAND SURFACE
(VARIES)
""00'~" ____f\ SEAWALL

STABILIZATION TOE
NOTES:

TOPOF(E)W~
• - ElEv. +1a.oFT-vi~
(2) #4 ADHESIVE DO'NELS
W/ 6'' EMBED@! 16'' OC
(E) BOND BEAM REBAR
(El CONCRETE

SEAWALL FOOTING
1 EXTERIOR CONCRETE COVER TO BE REMOVED TO EXPOSE THE FIRST LAYER OF EXISTING STEEL REINFORCEMENT IF THE EXPOSED REINFORCEMENT HAS LOST MORE THAN 5~~ OF ITS CROSS SECTIONAL AREA, THEN THE EXTENTS OF THE DEMO SHALL EXTEND 3/4" BEYOND THE REINFORCEMENT THEN, NEW SUPPLEMENTAL BARS SHALL BE SPLICED TO THE EXISTING CORRODED STEEL WITH A MINIMUM SPLICE LENGTH OF Ls ON BOTH

SIDES OF THE CORRODED STEEL
IF IT 1S DETERMINED THAT THE REINFORCEMENT HAS LOST LESS THAN 5~~ OF ITS CROSS SECTIONAL AREA, THEN

NO FURTHER DEMO IS REQUIRED BEYOND THE CENTERLINE OF THE REINFORCEMENT THE EXPOSED STEEL

SHALL THEN BE CLEANED OF RUST TO BARE METAL BY SANDBLASTING OR WIRE BRUSHING SEE THE CONCRETE REPAIR GENERAL NOTES (S-501 ) FOR REQUIREMENTS REGARDING THE REMOVAL OF

UNSOUND CONCRETE, SURFACE PREPARATION, ANO PROTECTION OF EXISTING REINFORCEMENT WITH SIKA

COATING

CONTRACTOR TO BRACE WALL AS REQUIRED DURING DEMOLITION, WALL REPAIRS, AND PLACEMENT OF

SHOTCRETE

PRIOR TO SHOTCRETE INSTALLATION, RINSE WALL WITH CLEAN POTABLE WATER

CONTRACTOR SHALL PREVENT SEA WATER FROM CONTACTING WALL DURING CONSTRUCTION

ALL NEW STEEL REINFORCEMENT IS TO BE EPOXY COATED
0 ~;~~~A L SEAWALL SHOTCRETE REPAIR DETAIL

APPROVED FOR CONSTRUCTION BENCHMARK CITY OF SOLANA BEACH • ~ Degenkolb DEGENKOLB ENGINEERS
225 B1oaa.Yay, Surte 1325
San Diego, CA 92101
619 515 0299 PHONE
www degenkolb com
DE Job Number C1676031 00
Date 9/16/2023

ENGINEERING DEPARTMENT DRAWING NO
By JEREMYlCALLISTER Date 9118/2023 t ===========sc=:=: " :=':::
0 ":::=========±::=:=::j::::=•:::•:t---------------t------------------to~oo:e;,sf<:,c,Ri•~i'l:r'ic~Wiiicco'.;,:i"i~'vooi~F"s~Ri~Dv,":".:'."':'"~"'~is-~Ui~=,,;:.~•;";:c.~il",;,,fR•ci~:,F7"" 0 '"~fi:iic.°rt-;S:-;:E:-:A-;-W:-;A-;-L:-:L----;:: R:;-E;::P-;-A;:: IR:----;::D:;- E:;-TA-:-;:- IL-;;S~-------------------,-----, LH NAME DEGENKOLB ENGINEERS t-------------+---+----< By _________ Date By _________ Date ~~~::~!~1~:teT:;~6!~~~-~/t~~~/~;~l~HWAY 825 SOUTH SIERRA AVENUE, SOLANA BEACH, CA 92075 5•511 DRAWN BY RC E S5646 EXP "'·" MOLESOUTHOFLOMASSANTAFE ORM DEL MAR BEACH CLUB SEAWALL AND UPPER BLUFF REPAIRS DISTRICT REP By _________ Date --- ~ 11 .c50FEET (NAVD&e) PHASE 1 Sheet 13 of 18 2'
N
N
"'1
'iii
;<
"'
Q)
Cl)
I
.c
:,
u
.c
L)
"'
(D
"'
:;;
::;;
.;
0 o'
0 ;::;
0 <O
,._
<O
~ .!:
~
"'
Cl) "'
:Ji
.c "'
[l_
.c
:,
u
.c
L)
"'
(D
"'
:;;
::;;
.;
0 0
0 ;::;
0 <O
::;; ,._ [l_ <O
,._ 0 0
<O "" ;,;
L)
0 0
"' N
0 ~
~ 'O "'"' B a; :,
<{
NOTES:

1. SEE S-541 FOR TIEBACK SCHEDULE AND DETAILS

2. SEE 6/S-511 FOR WALL REPAIR DETAIL

3. ALL NEW STEEL REINFORCEMENT IS TO BE EPOXY
COATED.

4. NEW SHOTCRETE WALL REINF NOT SHOWN FOR

CLARITY
(E) HORIZONTAL
REINF (SEE NOTE 2)
(8) #4 ADHESIVE
DOWELS W/ 4" EMBED
ATEA(E)TIEBACK ---~
(E) TIEBACK
ANCHOR

BEARING

ANCHOR PL

BLOCK-OUT
ADDITIONAL #4 EPOXY

DOWELS CENTERED

BETWEEN TIEBACK REPAIRS
w
w
"'

EXTENT OF
' STRUCTURAL

PORTION INFILL
----(El BACKFILL, TYP
(EJ 8'" SQ PL,
VIF

FACE OF (E) CONCRETE

SEAWALL
'-----REBUILT TIEBACK

ENCASEMENT
'---- --(E) #4 STIRRUP
:. .·

ANCHOR PL
.,. ·. ,··.
.... ·•', 0 ' ._ ·. ·. '
"" ·. , _ . • i
. · ..• ·' .· ' • ..
-· .. . ;_.

SECTION A-A
•• .. , ·· ,·
(8) #4 ADHESIVE
DOWELS WI 4" EMBED
ATEA{E)TIEBACK

EXTENT OF (E) CONCRETE

SURROUNDING TIEBACKS TO
REMAIN
(E) #4 BARS (1 2 TOTAL)
(El 8" SOP~
VIF

SHOTCRETE
G ~-~~ALL SECTION REPAIR AT TIEBACK LOCATION
(E) ANCHOR DISK.

APPLY EPOXY COATING

PRIOR TO PLACEMENT

OF SHOTCRETE INFILL
BY:

FIRE CHIEF DISTRICT REP.

ENGINEER OF WORK CITY APPROVED CHANGES

SACRIFICIAL EROSION
MARKER. 1/2" DIAM

PVC PIPE W/ CAPS
BOTH ENDS. ALIGN

WITH FACE OF

REPAIRED CONCRETE

SECTION
EL. 2.0' MSL & 7.0' MSL

EROSION MARKER
@10' 0C

COSMETIC WEARY
COURSE
1'-7"

REPAIRED SECTION
1'-3M
i:

EXISTING SEAWALL
.. ~ Degenkolb DEGENKOLB ENGINEERS
225 Broadway, Suite 1325
San Diego, CA 92101
619.515.0299 PHONE
www.degenkolb.com
OE Job Number: C1676031 .00
Date: _ _;9...; 11-'-8/2"'0"'23-----

RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK CI TY OF SO LANA BEACH ENGINEERING DEPARTMENT By: JEREMYT. CALUSTER Date: 9I1812023 E::::::::::::::::::=~sc~~"~':
0 "=:::::::::::::::::::E::=::~==~:J----------------+---------------f,iilo~~~c~;,iif I ;TI'~2!Wct·°"ciciri6'0
"~;,-,s"~~"':'",v"AMABBEA"•"';~"' .
5",~"":;",'"ia;_o»~ii'i~f<'~,,"~5ii~ifr"ii~o:f.~ S;E;-A;-;W~A-;-L;'L°;:R~E:;:P;';A~IR~D;;:E::;T':;A-;;IL';S-:-'=--=:::_c-=...:....:._ _______________ T _____ ----j !---=========================t===~===l By, _________ 0 , 1"'--- B~ _________ Date BEACHBRAsso1sKSTAMPEo ·so,s.1.,s1J22,200,·seroN 825 SOUTH SIERRA AVENUE, SOLANA BEACH, CA 92075 S-512 DRAWING NO.

JEL NAME OEGENKOLB ENGINEERS ~ ~~~~~;,,';~~=~~r~o~;~~~•.:~~~,o~7~'0'" o, HIGHWAY DEL MAR BEACH CLUB SEAWALL AND UPPER BLUFF REPAIRS DRAWN BY R.C.E. 5-
5646 EXP: By: _________ Date:____ ~ 71."50 FEET (NAVD&aJ PHASE 1 Sheet 14 of 18 ~
N
N
~ I
ro
3: "' Q)
(/)
I
,0
:,
0 £ "' Q)
ID
ro
::!'
.;
0 ol
0 ;;;
0 CD
t--
CD
~ E
~
"' Q)
(/)
5:
.c "'
CL
,0
:,
0 £ "' Q)
ID
ro
::!'
.;
0 0
0 ;;;
0 CD
::!' t--
CL CD
t-- u 0
u-; "' <ri
" 0
0 "' ~ N ~ 0 Q)
~ "O "' .9
cl :,
<(
(E) CHANNEL

STRINGER
@ ~ ()=~-~ -RETE STAIRS LANDING PLAN VIEW

SANTA FE IRRIGATION DISTRICT
BY

FIRE CHIEF
(E) METAL TREADS (E) CONCRETE LANDING
REMOVE LOOSE AND 1/ UNSOUND CONCRETE AT
UNDERSIDE OF LANDING.

PATCH PER-4IS502.
',j_-:-, ,' ( i '
, ± 6',0" ' 4-_,_____ .,,__ ________ ___,,, ~ DEMO (E) 18" 0 CONCRETE VIF _ COLUMN (2 TOTAL)

REPLACE W/ NEW COLUMNS
PER 61-
(El CHANNEL
STRINGER~

ALIGN EDGE OF CONC

COLUMN WTH EDGE
OF (EJ SLAB ----~
EXTENT OF {E)

COLUMN TO BE DEMO
J" #4 CIRCULAR

SPIRALS
(8)#7 BARS
~
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
:j
I
I
I
I
I
I
I
I
I
I
I
I
I
A I
I
I
I
I
I
I
I
I
EPOXY #7 BARS MIN OF :
1-0" EFF EMBED, TYP I
NOTES:

I
I
I
I
'' '' '' '' u
••
---------{E) SM CONCRETE SLAB
~ {E) 18"X21 "

CONCRETE BEAM
-------SHORING REQUIRED
SEE NOTE 1
~---- 18"' 0 CONCRETE

COLUMN TO

REPLACE EXISTING
COLUMN
(2 TOTAL)
------ REINFORCEMENT

NOT SHOWN FOR

CLARITY
/ (E)CONCRETE
/ I ''"
1 PRIOR TO ANY DEMO ACTIVITY, RESTRICT STAIR ACCESS AND SHORE BEAM PER SHORING ENGINEER REQUIREMENTS 2 All NEW STEEL REINFORCEMENT IS TO BE EPOXY COATED
0 ;;?=~-~-RETE STAIRS LANDING SECTION

ENGINEER OF WORK CITY APPROVED CHANGES RECOMM ENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK By JEREMY T CALLISTER Date 91l8/2023
L H NAME DEGENKOLB ENGINEERS ~=========================t===~===1 By _________ Date --- By _________ Dato QESCRIPTtON CITY OF SOLANA BEACH SURVEY CONTROL POINT NO 2001 PER RECORD OF SURVEY MAP NO. 18971 2.5" CITYOF SOLANA BEACH BRASS DISK STAMPED "SOLB-1 , LS 7322. 2005" SET ON

CONCRETE DRAINAGE INLET ON THE EAST SHOULDER OF HIGHWAY 101. 0 1 MILE SOUTH OF LOMAS SANTA FE DRIVE DRAWN BY RCE S56-46 EXP ____ 1--------------+----t----j By _________ Date __ _ ~ 71 .-'50 FEET (NAVDS&)

CITY OF SOLANA BEACH
.. ~ Degenkolb OEGENKOLB ENGINEERS
225 Broadway, Sune 1325
San Duego, CA 92101
619 515 0299 PHONE
www degenkolb com
DE Job Number C1676031 00
Date. 9116/2023

ENGINEERING DEPARTMENT

CONCRETE STAIR COLUMN REPAIR DETAI LS
825 SOUTH SIERRA AVENUE, SOLANA BEACH, CA 92075

DEL MAR BEACH CLUB SEAWALL AND UPPER BLUFF REPAIRS
PHASE 1

DRAWING NO
S-521
Sheet 15 of 18
~
N
N
"'1
1ij
;o
"'
Q)
Cl)
I
.c
:,
u
.c
"
"'
Q)
<D
ffi
::.

Qi
0 ol
0 ;;:;
0 <D
....
<D
Q
.!:
~
"'
Q)
Cl)
~
.c "'

0..
.c
:,
u
.c
"
"'
Q)
<D
ffi
::.

Qi
0 0
0 ;;:;
0 <D
::. .... 0.. <D
.... 0 0
in "' in
"
0 0
"' N
0 ~ Q)
~ ,, "' ~ iii <(
{E) STRUCTURE ~
'
( ..,..._ I
I
I
1 Iv/- / l / )
/ } / I ,· I
I , - (El CONCRETE SLAB ~
~ I I I
~
w________ I I / -- -------_/ I I
(E) 18" 0CONCRETEPIER(!l4'-0 QC~/ / /

I I I I I I
I f / (E) CMUWAf.L ~ ( -,k f'
'---- J:. J
----- I .:-------'L. _____ j
(E) CONCRETE PIER WALL ~
(E) 36 0 CONCRETE PIER
(5 TOTAL) ------
y
I
I
I
I
I
I
I
I
I

ENGINEER OF WORK
I
I
I
I
I
I
I
I
I
I
/ APPROXJMATE FAILURE LIMITS
'-.. AS OF 09-07-22
--"
\ FAILURE LIMITS AS OF 10-16-08

PER PREVIOUS REPAIR

DRAWINGS

CITY APPROVED CHANGES
sen on
By: JEREMY T. CALLISTER Date: 9/18/2023

APP'D DATE
ELEV 68.30'

TOP OF BLUFF
ELEV. 57.00'
ELEV. 46.35'
ELEV. 33.35'

LIMITS OF EXISTING REPAIR WORK
(EJ CMU WALL~
----- -- -- ----,-
' ' (j
ELEV. 28.00'
' ' JJ --- ------·-- -- -- ·- ·---·-·- -----·------·-- ----·- ·-·~ - ELEV. 18.00'
ELEV. -5.00'
ELEV. -10.00'
NOTES:

1. EXISTING PIER ANO TIEBACK LOCATIONS AND SIZES ARE PER AVAILABLE RECORD DRAWINGS.

CONTRACTOR TO VIF AS REQUIRED.
0 ~~~~-~ BLUFF PIER WALL REPAI RS •
""--(EJ30"0

CONCRETE PILE
(5 TOTAL)

APPROXIMATE LIMITS OF

PROPOSED MAINTENANCE REPAIR
J-DRAIN302

APPROX FAILURE
LIMIT

DECREASE WIDTH OF J-DRAIN
HATCH TO BE 2FTWIDE

KEY REINFORCED SHOTCRETE

COVERING INTO THE

UNDERLYING BLUFF
MATERIALS A MIN OF 3'-0" OR

AS DIRECTED IN THE FIELD BY
THE SOIL ENGINEER.
(EJ 18"0

CONCRETE PILE
@-4'-0"0C
.. ~ Degenkolb DEGENKOLB ENGINEERS
225 Broact.Yay, Suite 1325
San Diego, CA 92101
619.515.0299 PHONE
www.degenkolb.com
DE Job Number: C1676031 .00
Date: 9/18/2023
/ (E) 2' DEEP GRADE
/ BEAM
RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO.

UPPER BLUFF REPAIR DETAILS
LH NAME· DEGENKOLB ENGINEERS t=========================t===:t==::1 By: ---------Date: --- By: ---------Date ~ CITY OF SOLANA BEACH SURVEY CONTROL POINT NO.
2001 PER RECORD OF SURVEY MAP NO. 18971. 2.5" CITY OF SOLANA BEACH BRASS O!SI( STAMPED "SOLB-1. LS 7322. 2005" SET ON

CONCRETE DRAINAGE INLET ON THE EAST SHOULDER OF HIGHWAY 101, 0.1 MILE SOUTH OF LOMAS SANTA FE DRIVE.
825 SOUTH SIERRA AVENUE, SOLANA BEACH, CA 92075

DEL MAR BEACH CLUB SEAWALL AND UPPER BLUFF REPAIRS
PHASE 1

5.531
DISTRICT REP. DRAWN BY R.C.E. S.5646 EXP: By: Date: _ _ _ ~ 71 ."50 FEET (NAVOe&J Sheet 16 of 18 ~
N
N
VJ I
ro
;<
"' Q)
VJ
I
.c
:,
u
,::
u
Q) "' ID
a;
::;;
~
0 I
0 ;;;
0 <D
....
<D
~ .!:
ro
~
"' Q)
VJ
:J:
,:: "'
Cl.
.c
:,
u
,::
u "' Q)
ID
a;
::;;
cii
c:'
0 0
;;;
0 <D
::;; .... Cl. <D
.... 0 0
,ii "" ;,;
u
0 ~ 0 "' X N
0 "' Q)
~ "tJ "' 0
cl s
<{

EXISTING REPAIR WORK

PROPOSED MAINTENANCE REPAIR WORK
NOTES:

1. CONCRETE INFILL SHALL NOT EXTEND PAST EXISTING PROPERTY LINE.

2. KEY REINFORCED SHOTCRETE COVERING lNTO THE UNDERLYING BLUFF MATERIALS A MIN OF 3'-0" OR AS DIRECTED IN THE FIELD SY THE SOIL ENGINEER. 3 All STEEL REINFORCEMENT IS TO BE EPOXY COATED.
0 ~-~~,;R BLUFF PIER PLAN VIEW
~NA BEACH FIRE DEPARTMENT ~ ANTA FE IRRIGATION DISTRICT ENGINEER OF WORK CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK By JEREMY T CALLISTER Date - >-------------+--+--I By 2001 PER RECORD OF SURVEY MAP NO. 111971 2.s· CITY OF SOLANA.

REVIEWE,~. 9/18/2023 uescnp ,on NO. ua e ~ CITY OF SOLANA. BEACH SURVEY CONTROl. POINT NO JEL 1-------------+--+------l ________ Date --- By ________ Date --- BEACHBRA.SSDISKSTAMPEO"SOlB-1. LS7322. 2005"SETON BY -----------~-,--------~-- _ NAME OEGENKOLB ENGINEERS 1-------------+--+------l ;~~~~e;l~:~~Nr"HG~~~~Ns:~t:To~7~LDER OFHIGHWA.Y FIRE CHIEF DATE ~-
~ DISTRICT REP DATE--------- DRAWN BY RC E S5646 EXP ___ By Date. __ _ - ~ -------- ~ 71 A50FEET (NA.VO&a) ) J-DRAIN 302-~----i:A7'vv'SI,/ 7' 0-,7"7" <.)<.;, v"vr-- 1 PVC
" e go
SCH
• ELBOW
40 ~
1"0 SCH 40

PVC TO WALL
FACE
WALL QRAINAGE NOTES:
--- 1% MIN
~
I

SLOTTED AT TOP OF
PVC 2' IN LENGTH
(WIDTH OF J-DRAIN)
1" 0SCH 40

PVC CAP
PROVISIONS FOR WALL DRAINAGE Will CONSIST OF 2-FOOT WIDE GECOMPOSITE DRAIN BOARDS, CENTERED BETWEEN ADJACENT PILES J-DRAIN 302 SHALL BE USED FOR All VERTICAL CHIMNEY DRAINS. CHIMNEY DRAINS WILL THEN BE MANIFOLDED AND EXTENDED

THROUGH THE BASE OF EACH SECTION OF THE STRUCTURAL SHOTCRETE INFILL AS NEW INFILL$ ARE PLACED. CHIMNEY DRAIN EXTENSIONS SHALL BE ATTACHED TO THE

OVERLYING IN-PLACE CHIMNEY DRAIN, WITH NEW MANIFOLDED OUTLET INSTALLED AT THE

BOTTOM OF THE NEW INFILL SECTION
0 ~~~_L..DRAINAGE DETAIL

CITY OF SOLANA BEACH

UPPER BLUFF REPAI R DETAI LS
.... Degenkolb DEGENKOLB ENGINEERS
225 Broadway, Suite 1325
San Diego, CA 921 01
619 515 0299 PHONE
www degenkolb com
DE Job Number C1676031 00
Date __ 91_1812_0_2_3 __ _

ENGINEERING DEPARTMENT
825 SOUTH SIERRA AVENUE, SOLANA BEACH, CA 92075

DEL MAR BEACH CLUB SEAWALL AND UPPER BLUFF REPAIRS
PHASE 1

DRAWING NO
S-532
Sheet 17 of 18
~
"'
"'
(/)
I
'iii
;o
"'
Q)
(/)
I
.c
:,
0 .c
L)
"'
Q)
(D
:.
::;;
Qi
0 ol
0 ;;;
0 <D
I'-
<D
Q
E
~
"'
Q)
(/)
:i:
.c "'
(l_
.c
:,
0 .c
L)
"'
Q)
(D
:.
::;;
Qi
0 0
0 ;;;
0 <D
::;; I'-
<D (l_
u "'
0 =:==:
'° .,,
L)
0 0 <")
~ "' 0 Q)
~
" <") B
'" :,
<{

TIEBACK PERFORMANCE TEST

RECORD TOTAL RECORD RESIDUAL

LOAD MOVEMENT MOVEMENT LOAD HOLD TIME

AL X N/A

0.25 DL X LESS THAN 1 MINUTE

AL X N/A

0.25 DL X < 1 MIN.

0.50 DL X < 1 MIN.

AL X N/A

0.25 DL X < 1 MIN.

0.50 DL X < 1 MIN.

0.75 DL X < 1 MIN.

AL X N/A

0.25 DL X N/A

0.50 DL X N/A

0.75 DL X NIA

1.00 DL X 10 MINUTES

AL X N/A

0.25 DL X < 1 MIN.

0.50 DL X < 1 MIN.

0.75 DL X < 1 MIN.

1.00 DL X < 1 MIN.

1.25 DL X 10 MINUTES

AL X N/A

0.25 DL X < 1 MIN.

0.50 DL X < 1 MIN.

0.75 DL X < 1 MIN.

1.00 DL X < 1 MIN.

1.50 DL = TEST LOAD X 10 MINUTES
NOTES:

1. AL= ALIGNMENT LOAD, DL = DESIGN LOAD= LOCK LOAD

2. SEE GENERAL NOTES FOR TESTING PROCEDURES.

G TIEBACK PERFORMANCE TEST

TIEBACK PROOF TEST

LOAD LOAD HOLD TIME
AL N/A

0.25 DL N/A

0.50 DL N/A

0.75 DL N/A

1.00 DL N/A

1.25 DL N/A

1.33 DL 10 MINUTES
JiQiil;

1. Al = ALIGNMENT LOAD, DL = DESIGN LOAD= LOCK LOAD

2. SEE GENERAL NOTES FOR TESTING PROCEDURES.
0 TIEBACK PROOF TEST
VERT. # OF 0.6" 0 ROD0 LOCK LOAD PROOF UNBONDED BONDED TOTAL

MARK ANGLE (DESIGN LOAD) TEST LOAD LENGTH LENGTH LENGTH {DEGREE] STRANQSl [INCHp [KIP[ [KIP] [FEE1] [FEE1]' [FEET]4 A 10 1-5/8 123.2 164 30 20 so
15 1-5/8 126.4 166 30 20 50
C 20 1-5/8 131.1 174 30 21 51
D 25 1-5/8 137.4 163 30 22 52
30 1-5/8 145.7 194 30 23 53
10 1-3/4 166.0 221 30 27 57
G 15 1-3/4 172.4 229 30 26 56
H 20 1-3/4 181 ,7 242 30 29 59
25 1-3/4 194.3 256 30 31 61
30 1-7/8 210.8 260 30 34 64
TABLE NQTES:

1. SEE SEAWALL PLANS ON S-101 AND S-102 FOR TIEBACK MARK.

2. SEE DETAILS 71- AND 9f- FOR TIEBACK DETAILS. TIEBACKS DRILLED HOLES SHALL BE 8"0 MIN.

3. SUBSTITUTION OF STRAND FOR ROD IS ACCEPTABLE FOR TIEBACKS. CONTRACTOR SHALL SELECT STRAND APPROPRIATE TO ACHIEVE THE DESIGN LOADS AND TEST LOADS REQUIRED. SEE GENERAL NOTES FOR MORE INFORMATION.
4 .

NOTES:

1. SEE GENERAL NOTES FOR CORROSION PROTECTION,
INSTALLATION, AND TESTING REQUIREMENTS.

2. SEE 12/- FOR TIEBACK SCHEDULE
3 {E) REBAR SHALL NOT BE DAMAGED AT CORE

LOCATIOINS
0 ~r~D TIEBACK AT SEAWALL
~

CENTRALIZING
SPACES PROVIDE 1/2"

OF GROUT COVER

GREASED STRAND

OVER UNBONDED
LENGTH
(E) CONCRETE SEAWALL PER S-511

SMOOTH PVC OR HDPE

SHEATHING

FIELD INSTALLED
GROUT

PVC HOLE CENTRALIZER
(E) REINF DO NOT CUT

BARS UNLESS DIRECTED

BY STRUCTURAL

ENGINEER
TERMINATE GROUT 6"
MIN. FROM BACK OF
CONC. SHAFT
·//,';.
'~~
I«<~
'
/

GRIT IMPREGNATED STRAND
(E) REINF. DO NOT CUT

BARS UNLESS DIRECTED

BY STRUCTURAL

ENGINEER

FILL VOID WI GROUT OR SHOTCRETE

AFTER STRESSING
J 1'-3"
1'-3"

FACE OF CONCRETE WALL AFTER
DEMO (SEE S-511)

FACE OF (E) CONCRETE SEAWALL
: EXTENT OF STRUCTURAL SHOTCRETE INFILL
; • • ..... ~ COSMETICSHOTCRETE
. . . . -. l . . .. • : HOG BEARING PLATE
• •.• 2WXWX~~g
4"
I • PROVIDE 2" GROUT PAD FOR
' .- UNIFORM BEARING
- _,..... - BLOCKOUT, FILL W/ NON-SHRINK

GROUT & PROVIDE PERIMETER

ATERSTOP
5" XXS STEEL PIPE, HDG
9" MAX CORE THROUGH
CONCRETE WALL (SEE NOTE 3)
(N) WALL REBAR PER S-511 .

HOOK VERT RElNF BARS 'vVHEN

INTERSECTING VVITH BLOCKOUT

COSMETIC SHOTCRETE

FACE OF CONCRETE WALL AFTER
DEM O (SEE S-511)
FACE OF {E) CONCRETE SEAWALL
• • ~ .•. ~ ~~~~~~~ESl~~~L~TURAL
• • • • • • • EXTENT OF COSMETIC
' . • • : : SHOTCRETE
HOG BEARING PlATE 2 114"
x 18"xHI", 50 KSI. PROVIDE 2"

GROUT PAD FOR UNIFORM

BEARING
~ BLOCK OUT, FILLW/NONSHRINK GROUT & PROVIDE

PERIMETER WATERSTOP

ANCHOR HEAD
5" XXS STEEL PIPE, HOG
DBL #6 x 4"-0" LONG TRIM BARS ON
ALL (4) SIDES OF BLOCKOUT
(N) WALL REBAR PER WALL SECTIONS.

HOOK VERT REINF BARS WHEN

INTERSECTING WITH ANCHOR

BLOCKOUT
9" MAX CORE THROUGH (E) WALL
(SEE NOTE 3)
TIEBACK BONDED LENGTH AND TOTAL LENGTH VALUES ARE BASED ON ESTIMATED GEOTECHNJCAL PARAMETERS.

THESE LENGTHS REPRESENT THE MAXIMUM LENGTHS TO WHICH THE TIEBACKS HAVE BEEN COORDINATED FOR CONFLICTS WITH OTHER TIEBACKS AND EXISTING ELEMENTS. IT 1S THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TIEBACK LENGTHS THAT WILL ACHIEVE THE REQUIRED DESIGN AND TEST LOADS. SEE GENERAL NOTES. 1. SEE GENERAL NOTES FOR CORROSION PROTECTION, INSTALLATION, AND TESTING REQUIREMENTS.

5. SEE GENERAL NOTES FOR TIEBACK INSTALLATION ANO TESTING REQUIREMENTS. .... Degenkolb 6. SEE DETAILS 10/-AND 11/- FOR TIEBACK PERFORMANCE AND PROOF TESTS REQUIREMENTS.

7. NEW TIEBACKS AT STRAIGHT WALL SEGMENTS ARE DESIGNED TO RESIST 75% OF THE LATERAL SOIL LOADS (WITH THE EXISTING TIE-BACKS RESISTING 25%). AT THE CURVED PORTION OF THE WALLS, THE NEW TIEBACKS ARE DESIGNED TO RESIST 50% OF THE LATERAL SOIL LOADS (WITH EXISTING TIEBACKS RESISTING 50%).

2. SEE 12/- FOR TIEBACK SCHEDULE

3. (E) REBAR SHALL NOT BE DAMAGED AT CORE LOCATIOINS
G TIEBACK SCHEDULE 0 ~~~~D TIEBACK AT SEAWALL
FIRE CHIEF DISTRICT REP.

ENGINEER OF WORK
By: JEREMY T. CALLISTER Date: 9/18/2023
JEL NAME" DEGENKOLB ENGINEERS
DRAWN BY R.C.E. S.56-46 EXP:

CITY APPROVED CHANGES
escnp I0n RECOMMENDED FOR APPROVAL
By: Date

APPROVED FO R CONSTRUCTION
By: _________ Dato

BENCH MARK
DESCRIPTIQN· CITY OF SOLANA BEACH SURVEY CONTROl POINT NO. 2001 PER RECORD OF SURVEY MAP NO. 1!971 . 2.5" CITY OF SOLANA BEACH BRASS OISKSTAMPEO "SOLB-1. LS 7322. 2005" SET ON

CONCRETE DRAINAGE INLET ON THE EAST SHOULDER OF HIGHWAY ~
101, 0.1 MILE SOUTH OF LOMAS SANTA FE DRIVE.
71 .-450 FEET (NAVO&e)

CITY OF SOLANA BEACH

TIEBACK DETAI LS

DEGENKOLB ENGINEERS
225 Broadway, Suite 1325
San Diego, CA 92101
619.515.0299 PHONE
www.degenkolb.com
DE Job Number: C1676031 .00
Date: 9/18/2023

ENGINEERING DEPARTMENT
825 SOUTH SIERRA AVENUE, SOLANA BEACH, CA 92075

DEL MAR BEACH CLUB SEAWALL AND UPPER BLUFF REPAIRS
PHASE 1
DRAWING NO.

S-541
Sheet 18 of 18
September 18, 2023
Mr. Terry Himes
Del Mar Beach Club HOA
c/o Robert Trettin
825 S. Sierra Avenue
Solana Beach, California 92075
SOil

ENGINEERING
CONSTRUCTION1NC.

Reference: Del Mar Beach Club - Phase I Seawall & Upper Bluff Repair 825 S. Sierra Avenue
Solana Beach, California
Dear Mr. Hines:

In response to your request, we have reviewed the "Grading & Improvement Plans for: Del Mar Beach Club- Phase I Seawall & Upper Bluff Repair", prepared by Degenkolb Engineers. Based on our review, the plans and structural calculations have been prepared in general accordance, from a geotechnical perspective, with the recommendations included in our geotechnical report.

Following completion of tie-back exposure and testing, and having documented that the existing tiebacks have little to no retention capacity, it is our opinion that failure of segments of the seawall could occur at any time. Such failure would likely result in significant up-slope failure that would ultimately impact the southwestern condominium building. Therefore, we recommend that this project be addressed an emergency.

This opportunity to be of service is sincerely appreciated. If you have any questions, please call this office.

Respectfully submitted,
SOIL ENGINEERING CONSTRUCTION, INC.

Jlfl~
~ W. Niven, P.E.

Attachments: Appendix A - References
927 Arguello Street, Redwood City, Ca lifornia 94063 (760) 633-3470 // {650) 367-9595 SOil

ENGINEERING
CONSTRUCTION1NC.

APPENDIX A
1) California Coastal Commission, Staff Report, 341, 347, and 355 Pacific Avenue, Solana Beach, September 25, 2013.
2) California Coastal Records Project, Aerial Images, 1972, 1979, 1987, 1989, 2002, 2004, 2006, 2008, 2010, and 2013.
3) Continental Aerial Photo, Stereo-pair Aerial Photos, Flights 12-10-1969, 4-16-1972, 12-13- 1978, 12-17-1979, 04-08-1980, 01-14-1988, 10-30-1993, 08-12-1998. 4) Google Earth, Aerial Images, 05-31-1994,12-31-2002, 06-29-2004, 01-03-2006, 02-29- 2008, 08-23-2010, 11-2-2012, 05-11-2014, 04-14-2015.
5) Group Delta, Shoreline Erosion Study, North Solana Beach, California, August 20, 1998. 6) Group Delta, Geotechnical Investigation, Coastal Bluff at Southwest Property Corner, Del Mar Beach Club, Solana Beach, California, dated March 3, 1999. 7) Kennedy and Tan, Geologic Map of the San Diego 30' x 60' Quadrangle, 2005 8) State Coastal Conservancy, California Beach Restoration Study, January 2002. 9) "Updated Geotechnical Recommendations - Proposed Maintenance Repairs Existing Lower Bluff Seawall & South Property Line Upper Buff Caisson System, Del Mar Beach Club HOA, 825 S. Sierra Avenue, Solana Beach, California 92075", prepared by Soil Engineering Construction, dated April 3, 2023.
10) Grading and Improvement plans, Del Mar Beach Club - Phase I Seawall and Upper Bluff Repair, 825 S. Sierra Avenue, Solana Beach, California, prepared by Degenkolb Engineers, job number C1676031.00
927 Arguello Street, Redwood City, California 94063 (760) 633-3470 / (650) 367-9595 Universal Engineering Sciences (UES)
1441 Montiel Road, Suite 115
Escondido, CA 92026
p. 760.746.4955 | TeamUES.com
November 16, 2023 UES/CTE Job No. 4830.2300109
City of Solana Beach
635 South Highway 101
Solana Beach, California 92075
Attention: Ms. Corey Andrews
(858) 720-2434
[email protected]
Subject: Application Submittal Geotechnical Review -3rd Review Del Mar Beach Club Seawall Repair
825 South Sierra Avenue, Solana Beach, California 92075

References: At End of Document
Ms. Andrews:

As requested, Universal Engineering Sciences (UES/CTE) has reviewed the submittal application documents referenced at the end of this letter. The purpose of our review was to assess whether the proposed project is in substantial compliance with the City of Solana Beach’s (City) Local Coastal Plan (LCP) policies.

Based on CTE’s review and report of the project geotechnical consultant (SEC), the proposed work consists of an emergency repair to the existing lower sea-wall (a length of approximately 170 ft north from the southern extent of the wall), and repair to the existing upper bluff pier wall running east/west at the southern property line.
1) The City should note that the applicant’s geotechnical engineer has indicated an emergency condition in the referenced letter (SEC, Sept. 2023).
2) It has been noted that grout sampling will be performed daily. Previous request is satisfied. 3) It has been noted that monitoring points have been identified on the plan sheets and a threshold movement of ¼” is indicated. Previous request is satisfied. 4) The structural engineer has confirmed that the wall has been designed for hydrostatic pressures for the full wall height. Previous request is satisfied. 5) The project Geotechnical Engineer has indicated that they have reviewed the project plans and calculations, from a geotechnical perspective, and finds them to be in general conformance with their recommendations (SEC, 2023). Previous request is satisfied.

Based on our review of referenced documents, no additional information is requested. If referenced plans or documents are revised, they should be provided to UES/CTE for review.

E11virnnme11 al Consullt ing I Geotechnical Engineering I Mate rials Testing & lrispections Ocrnpat ional Hea lth & Saf et y I BLl ild ing Sci ences & Code Comp.Ji.ance I Virtual Design Cons li lt ing 1441 Montiel Road, Suite 115, Escondido, CA 92026
p. 760.746.4955 | TeamUES.com
Application Submittal Geotechnical Review - Third Review Del Mar Beach Club Seawall Repair